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�'�l�T ���T�
COI�TRACT
FOR
THE COli�STRUCTION OF
WESTSXDE � TO WESTSIDE 3
PRESSURE PLAl�TE TR.Al�SFER
City Project No. 01�468
x - �6�9a
Betsy Price Da�vid Cook�
Mayor City Manager
Chris�opher P. Harder, P.E.
Directox, Water Department
W�liiam M. Johnson
Director, Transportation anc� PubIic Works Departrnent
Prepared for
The City of Foxt Worth
Water Depar�ment
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Prepared by:
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Texas Registered Engineering Firm F-92
KHANo. Q61018069
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o JOSN KERCHO
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Josh Kercho, P.E. S� � � ',�
Kimley-Horn and Associates, Inc. � � ° ��
TBPE Reg # F-298 g ����
801 Ck�erry Street, Unit 11
Suite 1300 0'�1151�0�'I
Fort Worth, TX 76102 For Civil Design
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Joseph Katrla, P.E. ddg�g�o��p�� ��
McCreary & Associa�es, Inc
TBPE Reg # F-338
6310 L�3J Freeway Suite 217 D�c. $, 2021
Dallas, Texas 75240
Far Electrical Design
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Cit �f Fo�°tV��r�h
�
Standard Construction Specification
Documents
Adopted September 20l 1
0o ao 00
STAi*]DARD CONSTRUCTION SPECIFICATIbN DOCllMENTS
s�c�io� o0 0o ao
TABLE OF CONTENTS
llivicinn 00 - Cieneral Conditions
Page 1 of 4
Last Revised
00 OS 14 Ma or and Co�nciI Communication 07/Q 1/20ll
00 OS 15 Adder�da 07/Q 1/20 T 1
00 11 13 Invitation to Bidders 03/09/2020
00 21 13 Instructions to Bidders O1/05/2021
00 31 15 En ineer Pro'ect Schedule 07/20/2018
0� 32 I S Construction Pro'ect Schedule 07/20/20 i 8
d0 35 13 Con£Iict of Interest Statemenf 02/2�/2D20
00 41 QO Bid Form 03/09/2020
00 42 43 Pro osal Form Unit Price 01/20/2012
00 43 J.3 Bid Bond 09/ll120I 7
00 43 37 Vendor Coxx� liance to Sta.te Law Nonresident Bidder Q6/27/2011
00 45 11 Bidders Pre ualifications 07/01/2011
00 45 12 Pre ualif cation Stat�ment 07/01/2011
00 45 13 Bidder Pre ua.lification A lication 03/09/2020
QO 45 26 Contractor Conn Iiaztce with Warkers' Com ensation Law 07/Q 1/2011
00 45 4Q Minori /Women Business Ente rise Goal 01/01/2021
00 52 43 A reement 09/Q6/20I9
00 b1 13 Perforimance Bond a7/01120ll
00 61 14 Pa ent Bond 07/01120] 1
00 bl l9 Maintenance Bond 07/01/201 i
00 61 25 Certificate af Insurance 07/01/2011
00 72 00 General Conditions 03/09/2024
00 73 QO Su Iement Conditions 03/09/2020
Division 01- Gener�l Re uirements Last ltevised
01 11 00 Sufnma of Work 12/20/2012
01 25 00 Substitution Procedures 07/01/2011
Ol 31 19 Preconsiruction Meetin 08/17/2Q12
01 3l 20 Pro'ect Meetin s 07/01/2011
O1 32 16 Construction Pro ress Schedule 07/01/2011
O1 32 33 Preconstruction Video 07/01/20l I
Q1 33 �0 Submittals 12/20/2012
01 35 13 S ecial Pro'ect Procedures i2/20/2012
01 45 23 Testin and Ins ection Services 03/09/2020
O1 SQ 00 Tem ora �'acilities and ControIs 07/01/2011
Ol 55 26 Street Use Permii and Madi�cations to TrafF'ic Control 07101/2Q11
O1 57 13 Storm Water Pollution Prevention Plan 07/01/2011
O1 58 13 Tem or Pro'ect 5i na e 07/01/20] I
D1 60 00 Product Re uirements 03/09/2020
OI 66 00 Product Stora e and Handlin Re uirements 07/01/2011
O l 70 00 Mobilization a�ad Remobilization 11/22/2016
O1 7i 23 Construction Stakin and 5urve 02/14/2018
O1 74 23 Cleanin 07/01/2011
O1 77 19 Ctoseout Re uire:nrzents 07/01/2011
C1TY OF FORT WORTI� WS2 to WS3 Pressare Plane Transfer
STANDARD COI�ISTRUCTTON SP�CIFICATION DOCUMENTS City Project I�Ia. 0146$
Revised January 5, 2D21
ao aa oa
STANDARD CONSTRUCTION SPECIFICATIO?�1 DOCLJNJENTS
Paga 2 of 4
Ol 78 23 O eration and Mazn�enance Data 12/20/2012
Q1 78 39 �'ro�ect Kecord Documents 07/01/20ll
Technical S�ecifications which have been madified �y ihe Engineer speci�cally for this
Projec�; hard copies are included in the Praject's Contraci Documents
Date
Division 0� - Existin Conditions Modi�ed
U2 41 14 UtiIi Removal/Abandonment 01/15/2021
Division Z6 - Electrical
26 Oa 10 Electrical General Provisions — Non-Standa�rd OI/15/2021
26 O1 10 Racewa s— Non-Standarc� oI115/202I
26 O 1 20 Wire and Cable — Non-Standard O 1/i512021
26 O 1 95 Li htin Panalbaards — Non-Standard O ll15/2021
26 02 10 Electric Utili Service — Non-Standard 01/15/2021
26 0� 10 Under aund — Non-5#andard O 1/I5/2021
26 04 50 Groundin — Nan-Sfandard 41/15/2021
26 49 10 Instrumentation — No�-Standard o 1/15/2021
26 09 20 Radio S stems -- Non-Standard 01/15/2021
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Division 40 — Process Intercannections
40 OS 67 pressure Reducing and Sustaining Valves 01/15/2021
and Vaults — Non-Standard
40 71 13 Electroma ne�ic Flow Meters — Non-5tandard 01/15/2021
Technicai Speci�cations listed below are included fQr this Project by reference and can �e
viewed/dawnloaded fronn t�e City's website at:
�ttp ://fo rtworthtexas.�ov/tpwlcontractors/
or
https://apps.fortworthtexas.�ov/P.ro_iec#Reso�rces/
Division 02 - Existin Conditions Last Revised
Q2 41 15 Pavi� Rencko�aI 02/02/2016
Divisian 03 - Concrete
U3 30 QO Casi-In�Place Cancrete 12/20/2012
U3 34 13 Controlled Law Stren th Material (CLSM) 12/20/2�12
U3 34 16 Cancrete Base Material for Trench Re air 12/2012Q12
Division 31 - Earthwork
31 25 04 Erosion and Sediment Control I2/20/2012
Division 3� - Exterior Im
32 01 17 Permanent
32 O1 18 I Temnarary
CITY OF FORT WORTH
STANI}ARD COI�ISTRUCTION SPECIFICATIdN BOCi_]MEN"FS
Revised January 5, 2021
z2�2o�2a�2
i2�2o�2ai2
WS2 to WS3 Pressure Plane Transfer
City Project No. 01468
00 04 00
"s'�:�T7R1ZfI�7�6`9.IT[i1I�Y11.[�J�by 1:�L�1.I��LY�C�L�1�Z�a���ar��
Page 3 of4
32 Q1 29 Concrete Pavin Re air 12/20/2012
32 11 23 FIexible Base Courses I2/20/2012
32 12 16 As halt Pavin 1 212 0/2 0 1 2
32 13 13 Concrete Pa�in 12/20/2012
32 13 20 Concrete Sidewalks, Drivewa s and Barrier Free Ram s 06/05/2018
32 13 73 Concrete Pavin 7oint Sealants 12/20/2012
32 16 13 Concrete Curb and Gutters and Valle Gutters 10/05/2016
3� I7 �3 Pavement Markin s 0111�/Z021
32 9l 19 To soil Placement and Finishin of Parkwa s 12/20/2012
32 92 i3 H dro-Mulchin , Seedin , and Soddin 12/20/2412
Division 33 - Utilities
33 O1 30 Sewer and Manhole Testin 12/20/2012
33 D 1 31 Closed Circuit Televisioii CCTV Ins ection 03/03/2016
33 03 10 B ass Purrz in of Exzs�in Sewer S stems 12/20/2012
33 04 10 7oint Bondin and Electrical Isolation 12/20/2Q12
33 04 30 Tem or Water Services 07/4I/20I I
33 a4 40 Cleanin and Acce tance Tes#in of Water Ma.�ns 02/06/2013
33 04 50 Cleanin of Sewer Mains 12/20/2012
33 OS 1Q Utili Trench Excavation, Embedment, and Backiill 12/12/2016
33 OS 13 �rarx►e, Cover �d Grade Rin s— Cast Iron 01/22/2016
33 OS 16 Concrete'Water Vaults 12/20/2012
33 OS 17 Concrete Collars 12/2Q/2012
33 OS 20 Au er Borin 12/20/2012
33 QS 22 Sieel Casua Pi e 12/20/2012
33 OS 23 Hand Tunnelin 12/20/2012
33 OS 24 Installation of Carrier Pi e in Casin or TunneI Liner Plate 06/19/2D13
33 OS 26 Utili Markers/Lacators 12/20/2012
33 OS 30 Location of Existin Utilities 12/24/2012
33 11 OS B.o�ts, Nuts, and Gaskets 12/20/2012
33 11. IO Ductile Iron Pi e 12/20/2012
33 11 11 Ductile Iron Fittin s 12/20/2012
33 11 12 Po1 in 1 Chloride VC Pressure Pi e I 1/16/201 S
33 12 10 Water �ervices 1-iiich to 2-inch 02/14/2Q17
33 12 20 ResiIient Seaied Gate Valve 12/20/2012
33 12 25 Connection to Existin Water Mains 02/06/2013
33 12 30 Combination Air VaIve Assemblies for Poiable Water S stems 12/20/2012
33 �2 4p Fire H drants 01/03/2014
33 12 60 Siandard BIow-off Valve AssennbI Obl ] 9/20] 3
33 31 20 Pol in 1 Chloride {PVC) Gravi Sanita Sewer Pi e 06/I9/2Q13
33 31 50 Sanit Sewer Service Connections and Service Line 04/26/2013
33 39 10 Cast-in-Place Concrete Manholes 12/20/2012
33 39 20 Precast Concrete Manholes 12/20/2012
33 4l l U Reinforced Concrete �torm Sewer Pi e/Culverts 07/01/2011
Division 34 - Tran� ortation
34 71 13 Traffic Control
C1TY OF FORT W012TI�
STANDARD CONSTRUC"f'lON 31'ECTFICATION T]OCiJMENTS
Revised Janua�y 5, 2021
i 1/22/2013
WS2 to WS3 1'ressure Plane T'ransfer
City Project No. 01468
00 00 00
STANDARD CQNSTRUCT10T�1 SPECIPTCATIQN BOCiTMENTS
Page 4 of4
Appendix
GC-4.01
GC-4.02
GC-6.06.D
GC-6.07
GC-6.09
GR-01 6fl 00
Availability of Lat�ds
Subsurface and Physical Conditions
Minority and Women Ovvned Business Enterprise Compliance
Wage Rates
Per�r�its and Utilities
Product Reqairements
END OF SECTION
C1TY OF FORT WQR'1'�-I Vy'S2 to W�3 I'ressure 1'lane Transfer
STANDARD CdNSTRUCTION SPECIFICATlOi�f DOCUMENTS City Project Aio. 014fi8
Re�ised .Tanuary 5, 2021
�i�� �r �'er� �I�r�i�, T��a�
���o�° ��dl C������ Ca����o�a����
DATE: Tuesday, May 1$, 2021 REFERENCE NO.: '"*M&C 21-0351
I�OG NAM�: 60CDWRWSSP10-CIRCLEC-KHA
SIJBJECT:
(CD 7 and CD 9) Authorize Execution of Amendment No. 8 in the Amount of $160,575.00 to an
Engineering Agreemeni with Kimley-Horn and Associates, Inc. far Cultura� �istrict-Will f�ogers Area Water
and Sanifary 5ewer �mprovements, Part 10 Project for a Revis�d Contract Amount of $2,873,375.00,
Authorize Executiort of a Confract wi#h William J. 5c�ultz, Inc. dba Circfe C Construction Company, in the
Amoun# of $7,72A�,012.25 for th� C[�I#ural District-Will Rogers Area Water and Sani#ary Sewer
Impro�eme�ts, Part 10 Project, Provide for Total Contract Cost in the AmoUnt of $$,631,556.25,
Adopt Resolution Expr�ssing Official Intent to Reimburse Expenditures with Proceeds of Future Debt and
Adopt Aftached Appropriation Ordinance
RECO�IIMENDATION:
If is recommended that the City Council:
1. Authorize execution of Amendmen# No. 8 to City Secrefary Contract No. 39975, an engineering
agreement with Kimley-Horn and Associates, Ir�c., in the amount of $160,515.00 for constr[action
support serWices for the Cuitural DistrictlWifl Rogers Area Water and Sanifary S�w�r Impro�ements,
Part 1 a project for a revised contract amount af $2,873,375.00;
2. Authorize execution of a contrac# wiih William J. Schultz, Inc. dba Circle C Construction Company,
in fhe amount of $7,724,012.25 for the Cultural DistrictlWill Rogers Wat�r and 5anitary Sewer
Impra�emen'ts, ParE 10 projecf;
3. Adop# the aftached Resol�tion expressing official int�nt fo reimburse expenditures with proceeds af
future debt far the Cultural DisfrictlVllill Rogers Area Water and 5anitary Sewer Impro�ements, Part
10 projec#; and
4. Adopt fhe attached Appropriation Ordinance adjusting appropriatEons irt the Water and 5ewer
Corr�mercial Paper Fund by increasing appropriations in the Water and Sewer Commercia] Paper
FuncE in the amount of $8,631,557.Q0 in ti�e Cultural DistrictlWill Rogers A�-ea Water and Sanitary
Sewer fmprovem�nts, Par� 10 project (City Project No. C�1468) and decreasing appropriations in
fhe Unspecified project (City Project No. UNSP�C) by the same amount.
DISCUSSION:
On February 9, 2Q10, Mayor and Council Comm�nication (M&C C-24Q94} the City Council authorized an
�ngineering Agreement with Kfmley-Hom ancE Associat�s, Inc., in the amount of $1,072,250.OQ for #he
Cultural DistrictlWill Rogers Area Water and Sanitary Sewer ImproWements.
7he agreement was subsequently re�isec� by fhe following arnendments:
Amendment No. 1 in the arnount of $46,995.00 administrativeiy authoriz�d March 17, 2014 pro�ided
design for the extension 24-inch water Grte along Watonga Street from Mont�omery Street to the Wesf
Side Pump 5tation at Camp Bowie Boule�ard.
Amendment No. 2 in the amount of $261,fl70.00 aufhorized August 5, 2014 (M&C C-269a3) provided for
addi#ional engineering services for the replacernent of wa#er and sanitary sewer lines in the vicinity of Wifl
Rogers Memarial Coliseum and Cultural Dis#rict.
Amendmen# No. 3 in the amount of $570,10Q.00 authorized September 20, 2Q�6 (M&C G27934) pro�ided
for additianal engineering services for tl�e replacement of water and sanitary sewer lines for the existing
Will Ragers facilities, on Montgomery Street, Margaret Street and Cresfline Road.
Amendmen# No. 4 in the amount of $269,QOdAO authorized August 15, 2017 (M&C C-28331 } adcfed the
Part 'f 0 sco�e to the project to provide for water irrZprovements in the Westside pressur� plane.
Amendment No. 5 in t�e arnount of $244,300.OD authorized JanUary 29, 2019 (M&C C-29011) pro�ided
for additional engineering and survey for the Westside I f to Westside III p�ess�re plane transfer project.
Amendment No. Fi in #he arr�ount of $22$,8�5.D0 authorized December 17, 2019 (M&C 19-0387} provicfed
for design to transfer a portion of the existing Westsid� 2 Pressure Plane to the adjacent Westside 3
Pressure Plane.
Amendment Na. 7 in the amount of $20,280.00 administrati�eEy authorized No�ember 5, 2D20 pro�ided for
design of site adjusfiments for project pressure reducing �al�es, to accommodafe antennas, efectrical
pa�els, el�ctrical engineering and SCADA design.
The proposed pressure plane fransfer and system impra�ements necessitates the installation of �arious
sized water mains on the following streets or easements:
Street
Fram
To
75Q feet west
200 feet north ther�
100 feet west
Bangar Drive
Bangor Drive
W�ster[y Road
East right-of way
lane
East right-of way
lane
East right-of-way
lane
Joyce Drive
� 25 feet east
Bowie 250 feet east of the Renzel
Boule�ard Bou[e�ardlU.S. Highway
Entersection
Bowie �� feef east of the Brandan
Boulevard �-anelU.S. Hi�hway 80
intersection
pin Road
anger Drive
Renzel Boule�ardlChapin
Road intersection
Renzel BaulevardlChapin
Road intersection
Bangor Drive
Cherry Lane
near Marydean
A�enue
Cherry Lane
near Dar�e�
Avenue
Cherry Lane
near W.
Elizabefh L.ane
Ru�v Place
apin Road
�avinport
Avenue
five Place
ork Place
right-of-way lane
righf-of-way fane
right-af way lar�e
Ramona Drive
Bonnie DrivelChapin Raad
intersection
�2� feet east of the Bonnie To U.S. Highway
DrivelDavenpor� Avenue 377 then southerly
intersection 200 feet
Camp Bowie Baulevarc�lQ[ive
Place intersection
r�enway Road Tex BoulevardlGr��nway
Place intersection
Eliza�eth ICurtis Dri�e1VV. Elizabefh
ie Avenue intersection
50 feet north
Bigham BouEevard
then 800 feet north
Easf 250 feet, ther�
narth 250 fe�t, then
Slocum Aven�e ��Ramona Dri�e
Jovice Drive 5lacum Av�nue
Rosewood DrivE
Easement norfh
of Rosewoad
Drive
Eas�ment
across Z Boaz
Park
Jovice Drive
Rosewood Dr��e
Park
Lackland Road
property fine of Z Boaz
East property line of Z Boaz
Park
200 feet
luite Driv�
�wood A�enue
Boaz Park
feet north
Lac[cland Raad
QO #eet soufh
As part of the proposed water impro�ements, the sewer main on Ruby Place from Ramona Dri�� to
Marquita DriWe wiil be replaced as par� of fhis proj�ct. In addition, 7949 feat of cast iron pipe wif lae
replaced and 1 q,712 feet of cast iron pipe wi]1 be abandoned as part of this project.
As part of Amendment No. 8, the engineer will p�rform construction support services including shop
drawings and submittal reviews, change order �eview a�cf site ins�ections.
Construction of the projecf was advertised for bid on January 28, 2021 and February �4, 2021 in the Fort
Worth Star-Telegram. On March i T, 2021 the fo!lowing bids were received.
Bidder Total Bic! Time a#
Completion
William J. Schultz, Inc. dba Circfe C�� 724 fl�2 25 54Q Caler�dar
Construction Company Days
Fort Worth Civil Constructors, LL.0 $1 Q,78,533.A�9
Jackson Construction, Ltd. $11,153,415.25 �-w���
In addition to the contract cost, $507,602.75 (Water: $483,3$2.75; Sewer: $2A�,220.00) is req�ired far
project management, inspecfion and material testing and $239,427.00 (Water: $228,418.OD; Sewer:
$11,009.00) is provided for project contingency.
The sewer camponent of the proj�ct is part of the Water Department's Sanitary 5ewer OWerflow lnitiative
F'rogram.
This projeci is anticipated to b�; inclucEed in a future re�enue bond issue for the Water & Sewer Fund.
A�ailable cash within the Water and Sewer portfolio and the City's portfolio along with the appropriation
authority authorized under the Callable Commercial Paper Program (CP} �rv[II be used to provide inierim
fnancing for this project �ntil debt is issued. Once debt associafed witl� this project is sold, bond proceeds
will be used to reimi�urse the Water and 5ewer portfolio and fh� City's �ortfolio in accordance with fhe
attached reimbursement resolution. Under federal law, debt must be issued within appraximately tF�ree
years in ord�r for these expenses fo be reimbursable. Adoption af the attached resofution do�s not
obligate the City to se�l bonds, but preserves the abifity of the Cifiy to reimburse itself from tax-ex�mpt
bond proce�ds.
Appropriations for ihe Cultural DistrictlWill Rogers Area Water and Sanitary Sewer Impro�ements, Part 10
are as depict�d below.
Fund I Existing �� Additional II Project Total*
�� Apprapriations I A�propriations � �
Water Capital $6,794,51'�.00 $0.00 $6,794,5� 1.00
F'und 596a1
Sewer Capifal
Fund � Legacy $3,234,652.a0 $0.0� $3,234,652.00
59607
Water & 5ewer
2015A Bond �und $1,772,417.00 $O.�Q $1,772,417.00
56007
Water & Sewer
2017A Bond Fund $695,000.00 $0.00 $695,000.00
560'i 1
Water & Sewer
Commercial Paper $2,492,498.OQ $0.00 $2,492,498.00
F'und �60 � 6
Water & Sewer
Commerciai Paper $384,940.a0 $0.00 $38�,940.00
Fund 560�7
Water & 5anitary
Sewer
Commercial Paper ��•�� �$��3T,557.00 $8,631,557.00
Fund 56019
ProjectTotai $�5,374,0�8.00�$8,�31,55i.Q0 $24,005,�75.00
�Numbers rounded for presen#ation.
This project will have no fmpact on ih� Water Departrrient's operating b�dget when complet�d.
DVfN: William J. SchuEtz, Inc. dba Circle C Constrtactian Company is in compliance with the City's
Business �quity Ordinar�ce by cornmitting to four percenfi Business �quity participation and docur�enting
good faith effort. Wi[I�am J. Schu�tz, Inc. d�a Circle C Construction Company identified se�eral
subcontracting and sUppfier oppor�unities. However, the firms contacted in the areas iden#ified did not
respond or did not submit the lowest bids. The City's Business EquFty goal on this project is 14 percent.
Kimfey�Horn and Associates, lnc. DVIN - A wai�er of tt�e goal for business equity subcontracting
requirements was requested and approved by the DVIN, in accordance with the applicable Ordinance,
because the purchase of goods or services is frorri sources where subcontracting or supplier opportunities
are negligible.
The projec# is located in COUNCIL DISTRICTS 7 and 9.
FISCAL. lA1FORMATiON 1 CERTIFICATION:
The Director of Financ� certifies ti�at funds are currently a�aifable in the UNSPEC project within the W&S
Cammerciaf Paper Fur�d and upon approval of the abo�e recommendations and adoption of the attached
appropriation ordinance, funds wifl be a�aiiable in the W&S Commerciaf Paper Fund for the Cultural
District - Will Ragers project to supporf the appraval of the abo�e recommendations and execufion of the
contract and amendment. Prior to an expendifure i�eing incurred, the Water Department has the
responsibility oF�erifying the a�ailability of funds.
FUNp IDENTIFIERS {FIDsI:
ro
Fund De�artme�t ccoun�Project Program ctivifiy �udget Reference # moun
� _� _ _ � -� _- � —�-- - — � � � _ __-_ _._..�_-- �-- -
L_�_�� ____.�.___-----_��__ ID �_______�_ __-,---�— Year�� (Chartfield_��__�_�� _ .�
Fund Depar�ment ccoun Project Program ctivi#y Budget Reference # moUni
ID ID _�_ __ Year Chartfield a
CERTIFICATIONS:
Submitted fnr City Manager's Office b� Dana Burghdoff (80�8}
Oriainatina Department Head: Chris Hardar {5020)
Additional Information Contact: Liam Conlon (6824)
ATTACHMENTS
9. 60CDWRWSSP10-CIRCL�C-KhA Circle C Compliance.pdf (CFW Interna!)
2. 60CDWRWSSP10-CIRCLEGKHA FID T�ble (WCF 04.26.2'!}.xlsx (CFW Internal)
3. 60CDWRWSSPIO-CIRCLEGKMA_Form_1295 Circle C�df (CFW I�ternal)
4. 60C�WRWSSP1Q-CIRCLEC-KHA Form 1295 KHA_pdf (CFW Internal)
5. 60CDWRWSSPIO-CIRCLEGKMA funds a�ail.docx (CFW In#ernal}
6. 60CDWRWSSP10-CIRCLEC-KHA Reimb Resalution.docx (Public)
7. 60CDWRWSSP10-CIRCLEGKHA SAM-CIRCLEC. df (CFW Internal)
8. 60CDWRWSSP10-CIRCLEC-KHA SAM-KHA.pdf (CFW Internal)
9. 60CDWRWSSP10-CIRCLEC-KHA Wai�er KHA.pdf {CFW Internal)
10. fiOCDWRW5SP10-CIRCLEGKHA�56019 A021(r4}.docx (Public)
11. M& C Maq - 60CDWRWSSP10-Cf RCLEC-KHA(2}.�df (F'ublic)
12. M & C Map -60CbWRWSSPIQ-CIRCLEC-KHA.pdf {Public)
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00OS10-�
MAYOR A3+ID CpUNCIL COMMU7�TTCATION (M&C)
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SECTION 00 0� 10
MAYOR AND COUNCIL COMMUNCCATTON (M&Cj
(Assembler: For Contract Documerat execution. remove this page and replace wfth the approved
h�&C for the awat�d of tha pt�ojeci. McPcC ansert shall be on blue paper.]
END OF SECTION
CITY QF FQRT WORTT�
STANDAI2D CONSTRUCTION SPECIFICA.T�ON DOCUMENTS
Revised July 1, 2011
WS2 to W53 Pressare P1aneTransfer
Ci[y Projecf No. 01468
ADDENDUM NO. l
CITY OF FORT WORTH
WATER DEPARTMENT
CULTUR4L DtSTRIC7'— P�R1' 10
WE�TSYDE 2 TO WESTS�DE 3 PRESSURE PLANE TRANSFER
City Project No. 01468
Addendum No. 1. Issue Date: February 12, 2021
Bid Receipt Date: February 25, �021
This addendum forms part of the contract documents referenced above and modifies the original Contract
Docuznent�. Acknowledge receipt of this addendum by signing and attachi�g it to the Contract Documents
(inside}. Nofe receipt of fihe Addendum in the Bid Praposal and. on the outer enveIope of your bid.
CLARII'ICATIONS
• Contrac�oz' will be required to obtain temporary right-o%entry and/or documented permissian from
private property owners in order to perform private t�vate;r service work as indicated an SHEET 77
of the D rarvi:�gs.
o In accordance with Section 33 OS 10, Paragraph 1.2.A.1, trench excavation, embedmenfi and
backfiIl shall be considered subsidiary to the instailation of the utility pipeline as designated in the
Drawings.
SPEC�F�CATIONS
� �pecification 00 4100 — Bid Form
o The bid form is hereby replaced with the bid fonn attached to this document.
o Specification afl 4ti 43 — Proposar Form
o The proposal form is hereby replaced with the proposal form attached to this �ocument.
o Specification 00 45 �.2 — Prequalification Statement
o The prequalificatzon statement is herehy replaced with the prequalif catia� statement
attached ta this document.
� �peci�catio» 00 S2 43 —Agreement
o The agreement is hereby replaced with the agreement attachec� to this documeni.
CONSTRUCTTON PLANS
� SHEET 3— DELETE Sheet 3 and REPLACE with Sheet 3A as attached.
� SHEET 4— DELETE Sheet 4 and REPLACE with Sheet 4A as attached.
o SFIEET �9 — DELETE Sheet 29 a�d REPLACE with Sheet 29A as attached.
o SHEET 3a -- DELETE Sheet 30 and REPLACE with �heet 30A as attached.
ADDENDUM NO. 1
ADDENDUM NO.1
� SHEET 31— DELETE Slzeet 31 and REPLACE with Sheet 31A as attached.
e SAEET 32 — DELETE Sheet 32 and REPLACE with Sheet 32A as attached.
o SHEET 33 � DELETE Sheet 33 and REPLACE with Sheet 33A as attached.
• SHEET 34 — DELETE Sheet 34 and REPLACE with Sheet 34A as attached.
o SHEET 35 -�- DELETE 3heet 35 and REPLACE with Sheet 35A as at�ached.
��HEET 36 — DELETE 5heet 36 and REPLACE with Sheet 36A as attached.
� SHEET 3`� — DELETE Sheet 30 and REPLACE with 5heet 37A as attached.
o�HEET 48 — DELETE Sheet 48 and REPLACE with Sheet 48A as attached.
� SHEET 50 -- DELETE Sheet SO and REPLACE with Sheet SOA as attached.
•�HEET �1— D�LETE Sheet 5 I and REPLACE with Sheet 51 A as attached.
• SHEET 5� — DELETE Sheet 52 and REPLACE with Sheet S2A as attached.
� SHEET bl — DELETE Sheet 51 and REPLACE with Sheet 61A as aftached.
� SHEET G2 — DELETE Sheet 62 and REPLACE with �heet 62A as attached.
• SHEET '�U -- DELETE �heet 70 and R:EPLACE with Sheet 70A as attaehed.
• SHEET 7� — DELETE Sheet 78 and REPLACE with Sheet 78A as attached.
o �HFFT 11j1 —17FT _F.TF �h�et 1[li anr� RFA� A�F �rifih She�t t�i A a� zf��ch�=
o SHEET 1.09 — DELETB Sheet 109 and REPLACE with Sheet 109A as attaehed.
o SHEET 143 — DELETE Sheet 143 and REPLACE with Sheet 143A as attached.
All other provisions of the coniract docuxnents, plans and specifications shall reinain uuchartged.
Fail�:r� to :retu�rn a signed copy of tha addendu:m wifh the Propasal shalI be graunds for rendering the hid
non-responsive. A signed capy of this addendum shall be placed into the Proposal at the tirne of bic�
submittal.
RECEIPT ACKNOWLEDGED:
By:, �. �i�u;+u t���
� �
Company: Gr��/� ��'��,���r.��.�
Christopher Harde:r, P.E.
Director, Water Dapa mP : �
S �t� �1 i}1 � � J �+
��
Tn,�y S�ct� , ',�.
�sa��:attt Directar
�;%a#��� ]Deparhnent
�G��J� .�1 ri1J�� �►C1�1
Ci#y af Fnrt Woj�fh
W�STSID� � TO WE�TSIDE 3 PR�SSUR� PLAN� TRAN�TER
City Pt•ajeet No. 01468
I � 1] ►� �►# �1p►'��►Ci�a
RELEASE DATE: February 16, 2021
OREGINAL BID RECEIP'i D�1'�E: February 25, 2021
REVISED Bia (7P�NING DAT�: March 4, 202�.
INFURMATfOf� TO BIRR�RS:
Prospectfve bidders are herehy informec! that the bid opening date for the project has been
changed to March 4, �02�.
Piease acknawiedge recelpt af the Addendurr� in the bid propasal and on the autside of th� sealed
envelape.
RECEIPT ACifNOWI.�DGE�
� r
�'
CHRIS �IAEtp�k, P.�.
DIRECT�R, WA7ER }7�PA�iM�NT
By: ` • � -
Tony 5holola, P.E.
Assistant Director
Vilater Department Capi#al Deiivery
Addendurr� No. 2
W�STSI�DE 2'1'O WLSTSID� 3 PR�SS[JRE �*I,A;I�I� TRAI5ISFI�R
City Project Nn. 014G8
ADDENDUM NO. 3
CITY OF FORT WORTH
WATER DEPARTMENT
CULTURAL DISTRICT — PART 10
WEST�IDE � TO WESTSIDE 3 PRESSURE PLANE TRANSFER
City Projeet No. 01468
Addendum No. 3. Issue Date: Febr�ary 2�, �021
Bid Receipt Date (re�vised): Marc�a xl., 2021.
TI�is addendum forms part of fihe contract c�ocuments ref�renced above and modifies the original Contract
Document,s. Acknow�edge receipt of this ad.dendum by signing and attaching it to the Contract Doczunents
(inside). Note receipt of the Addendum in the Bid Proposal and on the outer enveIope of your bid.
SPECIFICATIONS
• Specification DU 04 00 — Table of Contents
o The table of contents hereby replaced with the proposaI form attached to this c�acurnent.
• Specification 00 Il 13 — Instructions to Bidders
o The revisec� Bid Receipt Date sha11 be March 11, 2Q2�.
� Specification 00 4� 43 — Proposal Form
o The proposal fotm is hereby replaced with ihe proposal form attached to this docunrzent.
� Specification 32 17 23 — Paveme�tt Markings
o This modified sta.ndard technical specification is hereby re�noved from the contract
documents. The standard technical specification is heeeby included by reference in
accordance with the revised Table of Contents.
CONSTRUCTION PLANS
o SHEET 1— DELETE Sheet 1 and REPLACE with Sheet lA as attached.
� SHEET 42 — DELETE Sheet �2 and REPLACE with Sheet 42A as attached.
o SHEET 43 — DELETE Sheet 43 and REpLACE with �heet 43A as attached.
� SHEET 4i — DELETE Sheet 47 and REPLACE with Sheet 47A as attached.
• SHEET 4$A-- DELETE Sheet 48A and REPLACE witi� Sheet 48B as attached.
• SHEET �OA-- DELETE Sheet 50A and REPLACE with Sheet SOB as attached.
� SHEET 5�A — DELETE Sk�eet 52A and REPLACE witl� Sheet S2B as attached.
� SHEET 54 -- DELETE Sl�eet 54 and REPLACE with Sheet 54A as attached.
o SHEET SG — DELETE Sheet 56 anc! REPLACE with Sheet 56A as attached.
o SHEET 63 — DELETE Sheet 63 and REPLACE with Sheet 63A as attached.
ADDENDUM NO. 3
ADD�NDUM NO. 3
� SHEETS 64, 65, 66 --Add the fallow�.ug note to each oithese sheets:
o"Ca1ai��actol• shall extejrd prx�pased Scla 80 PVC Sua1�p discl�arge pipittg to near•est adjacent
parlc�vay aiea and instali a�t appr�oxitrtately .1'x2'size precast conc�ete splasli pad fnt� eaclr
prbposed pressu��e sustrafnr:tg/rerluci�ag vaive vault. "
� SHEET 70A -- DELETE Sheet 70A artd RE�LACE with Sheet 70B as atiached.
� SHEET T8A — DELETE Sheet 78A and REPLACB with Sheet 78B as atfaohed.
g SHEET 103 -� DELETE Sheet 103 and REPLACE with Slieet 1 d3A as a�tached,
• S�iEET 1a� — DELETE Sheet 104 and REPLACE with Slaeet 1Q4A as at�ached,
� SHEET 105 — DELETE S��et 1 QS and RE�'LACE with 5l�eet l OSA as at#ached.
• SHEET 1I3 — I�E�ETE Sheet 113 and REPLACE wit�► Sheet 113A as attaehed.
Ali nYher provisions of the canti�act docur�ents, pla�s az�d spsci�icatzans sl�all retnain unchanged.
Failure to reh�rn a signed copy of the addendum with f�e Propnsal shall be grounds for rendeiing the bid
non-responsive. A signed copy of this addendu�n s�a�l be placed into the Proposal at the tarx►e of bid
s�zb�n�ttal.
RECEIPT ACKNOWLEDGED:
By: .r'�a.-�.����.
,� �~
Comj.+aEiy:, L ��r� ���s.+r�r�'K��.... ��
Chz•istapl�e� Hardei; P E.
Directoi; Water Dep i nt
�
By: t� � ,� �+'
Tony Ch��� .�.
l�sii &taE7� �it�Cc�OP
�dC�i• Depai�ttnent
ADD�NDUM T'�10. 3
ADDENDUM NO. 4
CITY OF F4RT WORTH
WATER DEPARTMENT
CUL7'UR.4L DISTRICT—PART 10
WESTSIDE 2 TO WESTSIDE 3 PRESSURE PLANE TRANSFER
Ciiy Project No. 01468
Addendum No. �. Issue Date: March 3, �4�1
Bid Receipt Dafe (revised}: March 11, 20�1
This addendum %rrns part of the contract documents referencad above and m9difies the original Cantract
Documents. Acknowiedg� receipt af this addandum by signing ar�d attaching it to the Contract Docu�nents
(inside). Note �eceipt of the Addendum zn the Bid Propasal and on the outer enveIope of your bid.
SPECIFICATXONS
• Specification OU �2 43 -- Proposal Form
o The p�•oposal �orm is Y�ereby replaced with the proposal forin attached to this �ocument.
CONSTRUCT�ON PLANS
� SHEET 64
a The �rst note t�nder Detail A16�- shall be rernoved and replaced with the following:
■ "P��oposed 10" Pressure 5'ustaini�ag Va7ve is only irrtended to operate tivlien
proposed W�2. S Pj•essur�e Plane exceeds 52 P,SI at valve irrlet. "
o T�e note under ➢etail C/6Q� shall be removed and replaced wifh the following:
p "P�pposed 10" Pj•essure Reducing Valve inlet pressuj�e range: 86 psi to IOd psr,
outlet p� essacr�e range: 63 psi ta 68 psi. "
o SHEET 6�
o The f�rst note undez• Detail A/65 shall be removed and ��eplaced witl� the foIlowing:
� "Pr�opased 6" Pressure Reducr'rig Valve is o�tly iratended to aperate tivher� WS2
P� essure Plane falls 8elaw 40 psi crt valve ouilet. "
o The noYe under DetaiI C/65 shall be removed and replaced witIi tlie foilowing.
d "P1 oposet� 6" Pr•esstare Reducing Yaive rrtlet pr•essu�-e t�a�7ge: 90 psi to I10 psa,
outlet pr�essure range: 67 psr to i2 psi. "
• SHEET b6
o The note under DetaiI A/66 shall be �•aznoved and replaced wifh the follawing:
� "Proposed 6" Pressure Reduci�ag rYalve inlet p�•essur�e range: 65 psa to 85 psi, outlet
pressu� e f arage: �'2 psi io �7 psi. "
ADDENDUM N4. 4
t�,DDENDUM N0. 4
All other pro�isioi�s of �he contract documents, plans and specifica#ions shall rema[n unchanged.
�`ailure to �•etux•n a signed copy of the addendum with the Propnsat shall be grounds foc �•ende�•ing td�e bid
non-responsive. A signed copy of ihis addendu►n s�ial! be placed into the P�•oposal at the tiine vf bid
suhm ittaI.
RECEIPT ACiCI�j¢WLEDGED:
$y;_, r� � ..�..� _
�orn�at;}�: �r�c� ��or�.s �`r.�r�i,-��,j
Christophe�' H�rde�, P.E.
Direetoi; Water Depa[�rt�er�"
B � �'�r � �.F�� �, �{. -
y��,.
To�,y s�o�oi�, ��.
Assistant Directa�•
Water Depai�trnent
ADD�NDUIVI NO. �d
00 11 13
1NVITATION TO BIDDERS
Page 1 of 3
SECTION 0011 13
1NVITATION TO BIDDERS
RECEIPT OF BIDS
9]GG� r� tltic l'�V��i� �tnur�,c�ic� c����arcci ���� �I�e c"'i��� «f �'t�r� V4'cs��1f7 ����cl �r�ti�ii E�tc ���ncr�:�s�cy
I��Cl�iltll]Tl, t�� aErrend�d, is rescin�€�ci,, seaIed bids for the construction of WESTSIDE 2 TO
WESTSIDE 3 PRESSURE PLANE TRANSFER ("Projeci"} will be received by ihe City of
Fort Worth Purchasing Office untiI 1:30 P.M. CST�Thursdav March l.lt'' as fixrther described
beIow: �
City af Fort Worth
Purchasing D�vision
240 Texas Street
Fort Worth, Texas 76 i 02
]3i�s wil] tr� tec�cep���i l�y„
II , l I� ��i I�i 1�1�� ���d�s,�s� ;��s�rv�,�
�_ f3v �r�ur�cr, T��:�l�x s�r C��ird dcl iv�t'v I�•��m �=3i�- I; 3{1 oi� 'I�t�ii�sc��vs t�i�E�' at �hc St�us1� ���dV
�,c���f�y kFC��"�ty F��II ]���:ut��i a� ��0 T�xa� Stre�t, ���ri 1lVc�a�ilG, Ts����s 7��t��?, �1 PM�r�l���i���
�7���ai�ill1�iri �19�'I��r'sc�ia will I�� a�':���alxlc tn ac�:e�l tl�� 1�i� :�iyd �Y��cxai�e �t tit»� s�a�a�Ls�i
��ec;�i�+�: ,,�
�, f�'tl�� 1>iilde� d��ir�:s t,� ������it ti�e l�id �ir a dayr nc rii77e ot1�eR�t1,a�� tlMe des�g���teil�
'I7�ursday_ �h� I�i�ici�e €��rst cor�tact �l�e I'urc��K�sin� I_]e��u�nicn� iJurir�g nannal xve�'itir��;
1t{au�:; �� 8] 7-�9?-2•�C�"� �C11El��i� �II $�}j7i]CCItBli�ll[ Cc� [tl�v� 8 Pu['�€i:3tif[k�', r��R�a�r�tenf
�;i71pl�yee at �he �€��i13 �_3�d �<3L�1av,�i �'Etv I �!J loc�ted �� 3f�{} �1'e�s �t.reel. �'oi� 1'��rth,
]'����� 7f+�(��. �ti���e�� �E��. 13i+i(s�! tvE�l br. rcc:�av�c1 �inai liniw„'cl.i�e �lairrt�,tci ��w r�b+}ve,
Bids will be opened publicly and read alovd at 2:00 FM CST iu itie �" itv �'otii�ci I�'fraini�er� �a��;R
1�era��t��.��� slii•i�u�l� liv�. w�rcaG�t �sEt{1 [�PV4� ����f�li� ��}]c�i�f{x3� v��jicl� ��1i l�i: ��cc��s�:�f ���
�ittr:','#ctri�w�hk+zx�,�.�cw11i+��v1. Tl�e g��ter�� 1�ubl�c will �tat ��e a�low�� in [I�� C�ty C'nunci I
���1�i[T��t�1;S.
�fll Il�i4�ifl{�1�1. 1�7 114kC C�l��:�till��S:Tl:ll!� �;ti�afn�F�ic•�r�f h�ri�L-. %.�rm,� �ti�1� IEiC �'iJ�CI�L`L'i Il.f I.�74° �rLIJ�C�ill1El��? fi..�.LLI��',
}����d41'S��IIu]Irt-n��i[ l'����:k���G�aI�t�J fl�[TSi� 1-���irl� l�u�Cis�.�Cit�1?rc5je�:t'++iu1'�u�!�l� Ri�+lulrt�l[ti�i�� �.�fl�
¢��.��r, ���'a Il'lc,.�t„i�c� c-'1€3, 1raM.;i��c�s �l«� �it�i:.:' �4�� l,i,l uE�cir�i��, tlut�;_ r.x�.lusi�+a ���'�1«; Lxi�� ���trr�d����,
�,Ix1t
GENERAL DESCRIPTION OF WORK
The major wark will consist of the (appro�mate) following:
� Variovs Water Line Replacements/Improvements and sanitary sewer relocation in fifteen
(15) Iocations in Western Fort Worth including:
o Five (5) Pressure Reducing/Sustaining Valve AssembZies and Appurtenances
o�500 LF of 30/24/20-inch Steel Casing Pipe with 16/12/8-inch Carrier Pipe hy
Other than Open Cut
o�5,4p0 LF of 16�inch Water Line by Open Cut
o---5,100 LF of 12-irich Water Lin� by Open Cut
o--�6a L� of 1a�inch Water Line by �pen Cut
o�4,000 LF of 8-inch Water Line by Open Cut
CITY OF FORT WORTH WS2 to WS3 Pressure Plane Transfer
STANDARD CQNSTRUCTION SPECIFICATION ➢OCUNI�NT City Project No. 01468
Temporarily Revised April 6, 202D due io COVIDI9 Emergency
00 11 I3
INVITATION TO BIBTJE1tS
Paga 2 of 3
o�-180 LF of 6-inch Water Line by Open Cut
o--�4$0 LP of S-inch Sanitary Sewer Line by Open Cut �
a�20,000 SY of Asphalt Pa�ement Replacement/Repair
o--�2,000 SY of Concrete Pavement Replacemeni/�epair
PREQUALIFICATION
The improvements included in this projeci t�n�st be performed by a contractor who is pre-
quaIi�ed by the City at the ti�ne of bid opening. The procedures for qualification and pre-
quatification are outlined in the Sectioza 00 2l 13 — INSTRUCTIONS TO BIDDERS.
DOCUMENT EXAMINATION AND P120CLTREMENTS
The Bidding and Contract Documents zxaay be examined or obtained on-line by visiting the City
of Fort Worth's Purchasing Division website at h,tt�:r,'www.fortworthtexas.go��urchasin�f and
clicking on ihe link to the advertised projecfi folders on the City's electranic docuinent
management and collaboration system site. The Contract Docurnents may be downloaded,
viewed, and pz'i�ted by interested cantractors andlar suppliers.
Bid Document Package
https://dacs. b360.autodesk.comishares1354ba9f1-7463-4502-bb01-b09be6f3051 d
Addenda Folder
https:/ldocs. b360.autadesk.comishares12cc9cef9-I�e8f-4380-82d6-41 d88ca68ead
Capies of the Bidding and Cantract Dacuments may be purchased from:
Kitx►ley-Horn and Associates, Tnc.
801 Cherry St., Suite 1300, Unit 1 I
Port Worth, TX 761 Q2
Attn: Josl� Kercha, �.E.
Phane Number: 817-335-6511
E-Maii Address: iosh.kercha(cr�,kimiey-horn.com
The cost of Bidding and Contract Documents is:
Set afBidding and Contract Documents with full size drawings: $100.00
PREBID CONFERENCE
A prebid conference may ba held as discussecl. in Section 00 2I I3 - IN�TRUCT�ONS TO
BIDDERS at the following date, and time w� i:� �+ �w�:t� c:�,,tt#�re3��iii� r��s�l ic�tii�+n
DATE: Tuesday �'ebruary 9th
TIME: 1 a:00 AM CST
��'a �rebid w�n��•rs���4;u v�'��l h�.li�lc3 krrGli��e 4�i� a wela �ssnfierencing �igplic��IRt�n. ii��rGt���iie��; wil3 lyey
�istnh���ed �lir���tly r,r tl�o�e wh�r h��ve suL3ftli[i�[� ��kPf'�S.�tR{alls al�'�r�ls�1�4'�E lll I]1C �41Y1j�.Cl [� Ij7�. C�ity�
Prn�ect h'�i�3E��ca- ai�dis�r r13� 1���i�rE �nrywG�ee�•, `Ck�e �resent�tion g�v�n r�� � hc �rehi�E c{,�tf�r�kt�c
��s�! �ny qi��*� «}»s ��t� B���wers provided �t tE�e .�r�iaic! cc�n�'er�r�ce v��i14 b� issuod �s.��� Adde�dan��
�l{,1�Mc ��IJ t�� l�i�is.
C1TY OF FORT WORTH WS2 to WS3 Pressure Plane Transfer
3TAI�lDARI� CONSTItUCTIdN SPECIFICATION DOCUMk:NT City Praject No. 0145&
Temporarily Revised April 6, 202Q due to COVIDI9 Emergency
0o ir �3
IAIVITATION TO BIDDERS
Page 3 of 3
it�rj pi�e�iid ccrriFer���ce i� iy�ri beir�g�teld, prc,s�ecriv� k�icl�����s �.,�� e-tri�ii� c�M��.wG1;x�����rcr�iiM����rit� i�;E
flCL'O]"{{8l7G� 4W11F1 ��Gt1f331 fi (t{ Itl� EliSli�ll�rlcrfM* �ir E3E�ici�r� refe�'enc�tt a��nve� rn tl�e pr�aj�ct
ar��nb�c���s� �� t�3e �-r��t�il ail�r�.ss�s li��eci L����+���. L�m311�t� +�u��ki��n� �vill s�ll�ce �s "4�t�c�sti�>M�s Y�r�
tk�ritin�'-�nd �l�e r�c��ia4r��e�3t !o Fbrm:�ll�� �»�11 y����ki{���s �s su���ea�deti_ lfi�er;essa�},.
l�si�k�nd�� 14i�1 b� 13�i��ci I��FF'�U�ll1[ In 111e allsfruc-�inri,4 #� �3i�ders.
CITY'S RTGHT TO ACCEPT OR REJECT BIDS
City resenres the right ta waive irregularities and to accept or reject b�ds.
AWARD
City vvill award a contract to the Bidder presenting the Iowest price, qualifications and
competencies considered.
INQUIRIES
AIl inquiries relative ta this procurement shouId be addressed to the following:
Attn: Liam Conlon, City of Fort Worth
Email: Iiatn. conlon@fortworthtexas.gov
Phone: 817-392-6824
AND/OR
Attn: 7osh Kercho, P.E., Kimiey-Horn and Associates, Inc.
Emaii: josh.kercha@kiinIey-�orn.com
Phone: (817) 335-6511
i?��f'1�T'���1{l!V (�F �N'�"LI�I�'�'l�
Ttr �iisur� I�id��rs �fe ke�x� ��p [4+ 31�lu �f xrty n��v i��fi,r�M�a� Rioi� �,re�rti�tet�t tn thi� �Srr.r�ect ar ���
tAi�l{if] I�) etxt�r�enc�• �ec[�i:�tit�n, as ame€�derl. as il m�o�- i�elrt�c t�� il�i� �1xrj�c,l, liicicl�['� r�r�.
��e�[�e�f�d C[� �;n�z�il �xpreS�ia��5 ul' I�t4i'�S1 !ii ih]S �)i'c��1j�t:i��el�t �is the l'ity f'r�r,jecr A��na�er attcG
dl�e !)�:si�ii �:n�i��e+�r_ �'I�c �:if�xkl s€ti{�uld ii��lk��e fi�e i�i�f��r's co2npE►�i}� ��m�, canta�t persun, tl�at
]nrlivid��x3s �i��il arJdress �E�i�l �ht�»� n��nxh��-, l�ll r1�lcic�k��.� wi11 1�� tGsirilrut�c! Jir�c#�v tis I]»s€
ti��E�c� l�iave ���+ee:s��xrf aMTi ��tterc*G iM� I.I}� 1a�'ax;�u�ei�����t a�t� k�i11 �t€sc� 1� �slerl iii th� �'3Ey �+t �rarl
U4+t},��1r °s ��r�lr�s�ng ��el��it.e a�� http://fortworthtexas.go�Jpurchasing/
PLAN HOLDERS
To ensure you are kept up to date of any new information pertinent to this project such as when
an addenda is issued, download the Plan Halder Registration form to your computer, cornplete
and e�naiI ii to the City Project Manager and the Design Engineer.
The City Project Ma.t�agez' and design Engineer are responsible to upload the Plans Holder
Registration form to t.�e Plan Holders folder in BIM360.
Mail your completed Plan Holder Registration %rm to those listed in INQUIRIES above.
ADVERTYSEMENT DATES
January 28, 2021
February 4, 2021
END OF SECTION
CITY OP FORT WORTH WS2 to WS3 Pressure Plane Transfer
STANDAItD COI�ISTRUGTION SPECIFICATION C70CUMENT City Project No. 01465
Temporarily Revised Apri16, 2020 due to COVIDI9 Emergency
ao zi i3
�ISTRUCTIONS TO BiDDERS
Page 2 of 10
https://apps.fortworthtexas. o�jectResourceslResourcesP/02%ZO-
°/a20Constr�ction%20Uoc�tnents/Contracfor%a24Prec�ualificati_on/TF _W_%ZORoadwa
v%20and%20Fedestr�an%20Lightin�%20:Prequalification%20Pro �ram/STREET%
20LIGHT%20PRE(�UAL%20REQMNTS. pdf
3.1.3. Water and Sanitary Sewer — Requirements document located at;
nttps:!/apps.fortworthtexas. og �/ProjectReso�uces/ResourcesP/Q2%2Q-
%u2QCanstruction%20Documents/Contractor%24P_requalific_ation/Water%20and%2
OS anitarv%2US ewer%20eontractor%20Prequalification%20Pro �rarn/WS S%24pre
a ual%20requirements. pdf
3.2. Each Bidder, unless currently pre�ualified, must subznit to City a� least seven (7) calendar
days prioz' to Bid apening, the documentaiion identified in �action 00 45 I 1, B�DDERS
PREQllALI�'TCATTONS.
3.2.1.Submission of and/or questions related ta prequalification should be addressed to
the City contact as provided in Paragraph 6.1.
3.2.2,'i-Fl�1 f}�[)E�A�� �' F'�C �('L E741ftL5 UC � E-: �?-C� �()VLU-1{�� �� Eiitl�ler t�r+�tosc
g�rz��ii��df i�alitart t��5 �xpire� {i�arin�; !]ie t i���� }�ee����l ��t1�re �x �r��i41 �r��u��;����v {,r�l�:�
as in p3ac� �tec�era�. s�ate, loc�l� uir�! ��r 3La da��s p�sl i�Jle expir�ti��i �+�'ii3f
����er�e�i�y o��er ���illi ik�e Fiarili�s� �xx�ir,ylir,n c�:�f� — E��� t�:t�� ��icl rfl�,r��lr. k+�Tl� r�;�� h��
s�uEcrm��ic:�lly [iis+�u�lrt�ed fi'nrr� h;�vi��g ti�e Fiidder's hi€E n��eMtcd, A Qid�er ia3 ���is
sit�attan wi[� C�ave CiS �fll� �}�}�R�� 3l1L� f�'rli� S�Q4kl� dJ3l� W�f� I.J��'rll�L}WE� ]�}kISl11�S:-
ti�Y:� {�:Is���: {ef hu�i��e�� �rr� �lae �� da�+) to sul�tttii � s:�}��f�]��:te ��recfusIif7�a�ii,�:o
o`en�w�l ��cka�e_ Failur� t� tii�el�; ����mi�, or subilzittal n{�dn �n�:����pl�te �acka�e,
uvi3l i��id�r ti�� �3ic�rier's bid noij-rt:spoi��ive. I�rllte pr��tixXl�f�c���i�,r� reaic�����:9
dnc�nxxe��ls sh��rw fif7e 8i�der a� i7��� not-q����tied, t�ie Ixid wiEl E�e rei7der� i�nt�-
d�es}�ons�ve. t1 Bis3d�e inay nut use �hi.� excc��a�iun ia s��k �� Pfc�,�a]�ii���io�� sr�tuw
�fe�ItCC 1�321ik C�1.1� wII1CF1 �4fIR ICk �?��i�C' [�� I��C' �lk��� nf �x�i��[i{�1a, A C�i�l�l�r �vi��, �c��C�
t� ����:rea�s: il.w �iR'Ql1�iIICECB�t[�Il titatil� 1111.Ist #i�I�cfw Ille U�][.�IiECHI;i� ti�b�tti#�t�llrev����
�r�e�ss,
3.3. The City z'eserves the right to require any pre-qualified contractor who is the apparent low
bidder(s) %r a pro�eci to s�bmit such additional information as the City, in its sole
discretion may require, including but nat limitecl to manpower and equipmeni records,
information about key personnel to be assigned to the project, and construc�ion schedule,
to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to
deIiver a quality praduct and successfizlly complete projects for the amount bid within
the stipulated time frame. Based upon the City's assessment oithe submitted
information, a recommendation regarding the award of a contract will be �ade to the
City Council. Fail�are to submit the additional information, if requested, may be grounds
for rejecting the apparent law bidder as non-responsive. Affected contracfors will be
notified in writing of a recommendation to the City Council.
3.4. In additian to prequalification, additional requirements for qualification rnay be requi�ed
vvith[n vario�s sectaons ofthe Contract Documants.
CITY OF FORT WOATH WS2 fo WS3 Pressure PRane Transfer
S'I'ANAARD GONS'IRUCTION SPEGIFiGATIp�I DOCLMENT City Project No. 01468
'Temporarily Revisedl[Jpdated January 45, 2D21 due to COVIDI9 Emergency
00 21 13
iNSTRUC'ETONS TO BIDDERS
Page 3 of 10
4. Examination of Bidding and Cantract Documeflts, Other Re�ated Data, and Site
4.1. Before submifiting a Bid, each Bidder sha�l:
4.1.1. Examine and carefully study the Coniract Documents and other related data
identified in the Bidding Documents (including "technicaI data" referred to in
Paragraph 4.2. balow). No info�naiion given by City ar any re�resentative o�the
City other than that contained in the Contract Documents and officially
promulgated addenda thereia, shall be binding upan ihe City.
4.1.2. Visit the sifie fio become iaxr�iliar with and safiisfy Bidder as to Che generaI, local and
site condi�ions that may affect cost, progress, performance or furnishing of the
Work.
4. I.3. Consider federal, state and lacal Laws and Regulations that may affect cost,
progress, performance ar furr�ishing of the Work.
4.1.4. Study all: (i) reports of explorations and tests of subsurfaee conditions at or
contiguous to the Site and alI drawings of physical conditions relating to existing
surface or subsurface structures at the Site (except Underground Facilifies) that
have been ideniified in the Contract Documents as containing reliable "technical
data" and (ii) reports and drawings of Hazardous EnvironmentaI Conditions, if any,
at the Sifie that have been identified in the Contract Documents as containing
reIiable "tech�zicai data."
4.1.5. Be advised ihat the Contract Doc�ments an file wi�h the City shall constitute all of
the infortnation which the City will furnish. All additional information and data
which the City wiIl supply after promulgation of the formal Contract Documents
shall be issued in the form ofwriiten addenda and shall become part ofthe Contract
Documents just as though sach addenda were actuaIly written into the originaI
Contract Docuinents. No information given by th� City other than ihat cantained in
the Con�tract Documents and o#�cially promulgated addenda thereto, shall be
binding upon the City.
4.1.5. Perform independent researc�, investigations, tests, borings, and such other means
as may be necessary to gain a complete krzovvledge of t�ae conditions vvhich wi�l be
encouniered during the constnaction ofthe project. On request, City inay provide
each Bidder access to the site to conduct such examinafiions, investigations,
explorations, tests and studies as each Bidder deems necessary for submission of a
Bid. Bidder must fill aIl holes and cIean up and restore the site to its former
conditions upon completion of such �xplorations, investigations, tests and studies.
CITX OF FORT WoRTH - WS2 to W53 Pressure Plane Transfer
STANDARb CONSTI2[JCTION SPECiFiCATI0I+IDOCiJMENT Ciry Projectt�Io. 01468
Temporari[y Revised/lJpdated 7anuary O5, 2021 due to COVIDI9 Emergency
ao ai 13
INSTRUCTIOt�S TO BIDDERS
Page 4 of lU
4.1.7. Determine the difficulties nfthe Work and all atte�zding circumstances affecting the
cost of doing the Work, time required for its completion, and obiain all information
required to make a proposal. Bidders shall rely exclusively and so3eiy upan their
own estimates, investigaiion, research, tests, explorations, and ot�er data which are
necessary for full and complete infortnation upon which the proposal is to be baset�.
It is understood that the submission of a proposal is pruna-facie evidence that the
Bidder has made the investigation, examinaiions and tests herein required. Clazt�as
for additional cornpensation due tio �varzatio�s between canditions actually
encountered in construction and as indicated in the Contract Documents will not be
allowed.
4.1. 8. PromptIy notify City of all conflicts, errors, ambiguities or discrepazzc�es i� or
between �he Contract Dacutnez�ts and st�ch other related dac�unents. The Contractor
shall not take advantage af any gross error or omission in the Contract Documents,
and the City shall be permitted to make such corrections or interpretatians as may
be deetned necessary for ful�llment of the intent of the Contract Documents.
4.2. Reference is made to Section 00 73 �0 — Supplem�ntaiy Canditions for identi�cation of:
4.2.1. tl�ose reports of exploratians and tests af subsurfac� conditians at or con�iguous to
the site which haue been utilized b� City in preparaiion of the Contract Documents.
TI�e logs af 5oi3 Borings, if any, on the plans ara for general information only.
Neither ihe City nor the Engineer guarantiee t�at the data shoum is representative of
conditions which actually exist.
4.2.2. th:ose drarvings of physical conditions in or relating to existing surface and
subsurface structures (except Underground �'acilities} which are at or contiguous to
the site that have been uiilized by City �n prepaxation o�'the Contract Documents.
4.23. copies of such reports arad drawings will b� made auailable by City to any Bidder
on request. Those reporis aaad drawings may t�at be part of the Contract
Docurnents, ]�ut the "technical data" contained therein upon which Bidder is entitled
to rely as provided in Paragraph 4.02. of the General Canditions has been identified
and established in Paragraph SC 4.02 of the Su�plementary Coi�ditions. Bidder is
responsible far any interpretation or conclusion drawn from any "technical data" ox
any ot�Zez' data, interpretations, opinions or information.
4.3. The submission of a Bid will consiituie an incontro�ertible representation b� Bzdder (i)
that Bidder has complied with every rec�uirement of this Paragraph 4, (ii} that wi�hout
exception the Bid is premised upon perforniing and furnishing the Work required by the
Contract Documents and applying the specz�c �nneans, methads, techniques, sequences ar
procedt�res of construction (if any) that may be shown or indicated ar expressly required
by the Contraci Documents, (iii} that Bidder has gi�en; City written notice of all
conflicts, errors, ambigui�ies and disc:repaz�cies in the Contract Documents and the
wxitten resolutions thereaf hy City are aceeptable to Bidder, and when said confiicts,
etc., have not been resolved thra�gh �e interpretations by City as described in
Paragraph 6., and (iv} that the Contract Documents are generally sufficient to indicate
and convey understanding of aIl terms and conditions for performing and furnishing the
Wark.
CITY OF FOItT WORTH � W52 to W53 Pressure Plane Transfer
STANDARD COI�STKUCTIdN SPECT�'TCATTON DOCUMENT City Project No. U3 468
Tempararily Revised/LTpda[ed January 05, 2021 due to COVID 19 Emergenty
00 21 13
1NSTRUCTIOt*IS TO BIDDERS
Page 5 of 10
4.4. The provisions of this �aragraph 4, inclUsive, do not appIy to Asbestos, Palychlarinated
biphenyIs (PCBs), Petroteum, Hazardous Waste or Radioactive Material covered by
Paragraph 4.Q6. of the Generat Conditions, uzzless specifically zdenti�ed in the Contract
Documents.
5. Avai�ability of Lands for Worl�, Etc.
5.1. The lands upon which the Work is to be perforined, rights-af-way and easenn�ez�ts for
access thereto and other lands designated for use by Contractor in performing the Work
are identified in ihe Contract Documents. Al� additional Iands a�1d acce,ss thereio
required for temparary constiruction faciIities, construction equipment or stocage af
ma�erials and equipment to be incorporated in the Work are to be obtained and paid for
by Coniractor. Easements for pez�trzaz�ent structures or per�aane�t changes in existing
faci�ities are to be obtained and paid for by City unless otherwise provided in the
Contract Documents.
5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City axe listed
in Paragraph SC 4.Oi of ihe Supplementary Conditions. In the event the necessary right-
of-way, easements, and/or permits are not obtained, fhe City reserves the righ� to cancel
the awaxd oi conixact at any time before th� Bidder begins any consiruction work on the
praj ect.
5.3. The Bidder shall be prepared to coz�me�ce constructian without alI executed right-of-
way, easements, andlar permits, and shaIl submit a schedule to the City of how
construction will proceed in the other areas of the project that do not require permits
anc�/ar easemenis.
6. Interpretations and Addenda
6.1. All quesfiions about ihe meaning or intent af the Bidding Documents are to be directed to
City in writing on or be�Qre 2 p.m., the Monday prior to the Bid opening. Questions
received after this day may not be responded to. Interpretations or cIarifica�ions
considered necessary b� City in response to such questians will be issued by Addenda
delivered to ail parties recorded by City as having received the Bidding Documents.
Only questior�s answered by %rma� writfien Addenda will be binding. Oral and other
interpretations or clarifications will be without legal effect.
Address questions to:
City of Fort Worth
200 Texas Street
Fort Wortt�, TX 76102
Attn: Liarrz ConIon, Water Department
Fa�: 817-392-$ � 95
Email: Liam.Conlon@fortworthtexas.gov
�'hone: 817-392-6824
5.2. Addenda may aiso be issued to inodify the Bidding Documents as deemed advisable by
City.
CITY OF FORT WORTH W82 to WS3 Pressure Plane Transfer
STA]VI7ARD CONSTRUCTION SPECIFICATIOI� DOCUMENT CiLy Project No. 01468
Temporarily Revised/Updated 7anuary O5, 2021 due to COV1D19 Emergency
00 21 13
1NSTRUCTFONS TO BIDDEAS
Page 6 of 10
6.3. Addenda or clarifications rnay be postied via tl�e City's eIectronic dacument management
and collaboration system at httns://docs.b360.autodesk.comlprojects/195b29d4-1 lcd-
4d56-b3c'7-
b087a724f5 d5/folders/urn: adsk.wi�rod: fs.folder: co.IaMhOWS QRhCts40UxvkdS wv
6.4. A prebid conference may be held at the tiine and place indicated in the Advertisement or
1N VITATION TO BTDDERS. Representatives of City will be present �o d'zscuss the
Pro3ect. Bidders are encouraged to attend at�d participate in the conference. City wiil
transmit to all prospective Bidders of record such Addenda as City considez's �zecessazy
in respons� to questions axising at the conference. Ora1 staiements may not be relied
upon and will not be binding or tegally effective.
7. Bid Secarity
7.1. Each Bid m�ts� be accompan�ed hy Bid Bond made payable to City in an �nount af firre
(5) pexcent of Bidder's maximum Bid price on form aitached, issued by a s�rety meeting
tlie requirements of Paragraphs 5.01 of tl�e General Conditions.
7.2. The Bid Bond of al1 Bidders witl be retained until the conditions of the Notice of Award
have been satisfied. Tf the Successful Bidder fails to execute and deliver the cornplete
Agr�emeni within 10 days after the Notice of Award, City rr�ay consider Bidder to be in
default, re,scinc� the Notice of Awarc�, and the Bid Bond of that Bidder will be faxfeited.
Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of a11
other Bidders whom City believes to have a reasonable chance of receiving the award
will be retained by City until final contract execution.
8. Contract Times
The number of days within which, or the dates by which, Milesto�es are to be achie�ed in
accordance with the General Requirements and the Work is to be completed and ready for
Final Acceptance is set forth in the Agreement or incorporated therein by refere�ce to the
attached Bid Form.
9. Liquidated Damages
Provxsians for liquidated daenages are set forth in the Agreemen#.
X0. Substitute and "Qr-Equal" Items
The Contract, if awarded, will be on tlte basis of materials and equipment described in the
Bidding Documents without cansideraiion of gossible substitute or "or-equal" iteaas.
Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or-
equaI" item of material or equipment may be furnished or used by Contractor if acceptable ta
City, application for such acceptance �vill �ot be considered by City izntil a$er the Effective
Date of the Agreament. The procedure for submission af any such application by Cantractor
and consideration hy City is set forth in Paragxaphs 6.OSA., 6.05B, and 6.�SC. of the General
Conditions and is supplemented in Sectxan Q l 25 40 of the General Requiraments.
11. Subcontrac�ors, Supp�iers and Others
GiTY OF FORT WpATH WS2 to WS3 Pressure Plane Transfer
S'1'ANDARD CONS"1'RTJCTION SPECIFTCATION DQCiJNfEhIT Ciry Praject No. 01�468
Temporarily Aevised/4Jpdated .Tanuary O5, 2021 due to COVIDT 9 Emergency
00 21 I3
INSTIiUCTIOI�IS TO BIDDERS
Page 7 of 10
11.1. In accordance with the City's Business Equity Ordinanca No. 2�53�4-I1-2020 the
Ci�ty has goals for the participation of minority business and/or wonn�en h�xsiness
enterprises in Ciiy contracts. A copy of the �rdina�ace can be obtained from #he
Office of the City Secretary. The Bidder shall submit the Business Equity Utilization
Fotm, Business Equity Pru�ie Contractor Waiver �'orm and/or Good Faz��a Effo�
Form wiih docutnentation and/or Business Equity Joint Venture Form, as
appropriaie. The Forms inciuding documentation must be received by the City no
later than 2:00 P.M. CST, on the second business day after ihe bic� opening date. The
Bidder shall obtain a receipt froin the City as evidence fihe documentation vvas
received. Failure to comply shall rend�r �he bid as z�on-responsive.
Business Equity Ordinance No. 24534-11-2020
htcps:i/ap�s.fortwor�htexas. ov/ProjectResourceslResourcesP160%20-
%20MWBEINEW%20Business°/a20 ui %200rdinance/Ordinance%2024534-11-
2020.pdf
11.2. No Contractar shall be reyuired to employ �ny Subcontractor, Supplier, oi�er person
or organization against whom Contractor has reasonable objection.
XZ. Bid Form
12.1. The Bid �orm is inclt�ded with the Bidding Docume�ts; addiiianal copies may be
obtained from the City.
12..2. All blanks on the Bid Form must be completed by printing in i�k and the Bid Form
signed in ink. Erasures or alterations shall be initialed in ink by fihe person signing
t1�e Bzd Form. A Bid price shaII be inc�icafied %r each Bid iiem, altez'native, and �znit
price item Iisted therein. In the case of optional alternatives, the words "No Bid,"
"No Change," ar"Not Applicab�e" may be entered. Bidder shall state the prices,
written in ink in both words and numerals, for vvh�ch t�ae Bidder proposes to do the
work contemplated or furnzsh materials required. A1I prices shall be written legibly.
In case o� discrepancy between price in written words and ihe price in written
numeraIs, the price in written vvords shall gavern.
12.3. Bids lay corporations shall be executed in the corporate natne by the president or a
vice-president or other corporate officer accoinpanied by evidence of authority to
sig�a. The corporate seal shall be affixed. The corporate address and state of
incorporation shall be shown beIow the szgnature.
12.4. Bids by partnerships sha11 be ex�cuted in the part�aership name and signed by a
parMer, whos� title zx�ust appear under the signature accompanied hy evidence of
authorzty to sign. The official address of the partnership shall be sho�avn below the
signature.
12.5. Bids by Iimited liabiIity companies shall be executed in the nanae o£the frm by a
member and accotnpanied by evidence of authority to sign. The state of formation of
ihe �rnn and the official address of the firm shall be shown.
12.6. Bids by it�dividuals shalI show the Bidder's name and official address.
CITY OF FO12T WORTH W32 to WS3 Pressure Plane Transfer
STANDARD Cd]VSTRUCTION SFECIFICATION DOCUMENT City Project Na. 01468
Temporarily RevisedlLlpdated January O5, 2021 cfue to COVIDI9 Emergency
oa zi i3
TNS�'RiJCTIONS TO BTDDERS
Page S of 10
12.7
12.8.
12.9
Bids by joint ventures shail be executed by each joint venture in the aaa�ner iz�dicated
on the Bid Farrr�. The offcia] address of the joint venture shall be shown.
AIl names sha11 be typed or printed in ink below the signafure.
The Bid sha11 contain an acknowledgement of receipt of alI Addenda, the numbers of
which shall be filled in an the Bid Form.
12.10. Postal and e-mail addresses and teiephone number for communications regarding the
Bid shalI be shown.
12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of
Texas s�ZaIl he pro�ided iz� accordance with Section 00 43 37 — Vendor Compliance
to State Law Non Resident Bidder.
� 3. Subm�ssion of Bids
Bids shall be submitted on the prescribed Bid Form, pravided with the Bidding Dacuments,
at the time and place indicated in the Advertisement or INVITAT�ON TO BIDDERS,
addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed
envelope, marked w�th fihe City Project Number, Praject tit�e, the name and address af
Bidder, and accompanied by t�e Bid security axad ot�er required dacuments. lf the Bid is sent
throngh the mail or other deiivery system, the sealed envelape shall he enclosed in a separate
envelope with the notatzoz� "BID ENCLOSED" on the �ace of it.
14. Modi�cation and Withdrawa� af Sids
14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office
cannot b� withdrawn prior to the time se� for bid apening. A reques� for witladrawal
must be made in writing by au appropriate document duly executed in tI�e manner
that a Bid must be executed and delivered io the place where Bids are ta be submitted
at arzy ti�ae przor to the openi�g of Bids. After all Bids nat requested for withdrawal
are opened and publicly read aloud, the Bids for which a wi�drawal request has been
properly filed m�ay, at the option of the City, be retur�ed unopened.
14.2. Bidders may modify their Bid by electronic communication at any time prior to the
time set for the closing of Bid receipt.
1�. Opening of Bids
Bids will be opened ar�d read alo�d publicly at the piace where Bids are �a be submitted. An
abstract of tha amounfis oithe base Bids and major alternates {if any) will be made available
to Bidders after the opening of Bids.
16. Bids to Remain Subject ta Acceptaurce
All Bids will reinazn subject to acceptance for the time period specified for Notice of Award
and execution and delivery af a complete Agreement by Successful Bidder. City may, at
City's sole discretion, release any Bid and nullzfy the Bid security prior to t�at date.
1'�. Evaluation of Bids and Award of Cantraci
GITY pF FQRT WORTH W52 fo WS3 Pressure P[ane Transfer
STANT]A�ZT7 COI�ISTRUC7'ION SPECiFICATION DOCUMENT City Froject No. 01468
Temporarily Revised/Updated 7anuary O5, 2Q21 due to COVIDI9 Emergency
00 21 13
INSTRUCTIQNS TQ BiDDERS
Page 9 of 10
I7.1. City reserves the right to reject any or aIl Bids, including without limifiation ihe rights
to reject any or aIl noncon�orxza itzg, nonresponsive, un3�alanced or conditional Bids
aaad to reject the Bid of any Bidder if City believes t�at it would not be in fihe best
interest of the Froject to make an award to that Bidder, whether because the Bid is
not responsive or the Bidder is unquali�ed or o� doubtfi�l financial ability o�• fails to
meet any other pertinent standard or criteria established by City. City also rese�rves
the right to waive infarinalities not involving price, contract time or changes in the
Work with ti}�e Successfiil Bidder. Discrepancies between the mu�tiplication of units
of Work a�d unii prices wiIl be resolved in far�or of the uz�it prices. Discrepancies
between the indicated sum of any column of figures and the correct sUm thereof will
be resolved in favor ofthe correct sum. Discrepancies between words and iigures
wi11 be resolved in favor of the vvords.
17.1.1. Any or aII bids will be rejected if City has reasan io beiieve that callusion exists
among the Bidders, Bidder is an in�erestied party to any Iitigation against City,
City or Bidder may have a claim against the oiher or be engaged in litigation,
Bidder �s in arrears on any existiu�g can�ract o;r �as defaulted an a previous
contract, Bidder has performed a prior contract in an unsatisfactory manner, or
Bidder has uncornpl�ted work which in the judgzxzent of tlae City will prevent or
hinder the proznpt completion of additional work if awarded.
17.2. City may consider the qualifications and experience of Subcontractors, SuppIiers, and
other persons and organizations proposed for those portions of the Work as to which
the identity of Subcontracto�s, Suppliers, and other persons and orga.zzizations must
be submitted as pro�ided in t�Ze Contract Documents or upon the request of the City.
City also may consider the operating costs, maintenance re�uirements, perfot�zaance
data and guaraniees of majoz' items of zz�aterials and eq�zipment proposed for
incorpox'ation in the Work when such data is required to be submitted prior to the
Notice oiAward.
17.3. City rnay conduct such investiga#ions as City c�eems necessary to assist in tl�e
evaluation of any Bid and to establish the responsibiIity, quali�catiQns, and financial
abiIity of Bidders, proposed Subcontractors, Suppliers and ofiher persans and
organizations to per%rm and fuinish t�ie Wark in accordance wit}� the Contract
Docum�nts to Ciiy's satzs�actian within the prescribed time.
17.4. Contractor shall perform with his own arganizaiion, work of a value not �ess than
35% of the value embraced on the Contract, unless otherwise approved i�y fihe City.
1'7.5. If the Contract is to be awarded, it will be awarded to lowest responsible az�d
responsive Bidder whose evaluation by City indicates that the award will be in t1�e
best interests oithe City.
17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not avvard
contract to a Nonresideni Biddex un�ess tk�e Nonresident Bidder's bid is Iower t[�an
the Iowest bid submitted by a responsible Texas Bidder by the sarne aznounti that a
Texas resident bidder would be required to underbid a Nonresident Bidder to oUtain a
comparable contract in the state in which the nonresident's principal place of
business is located.
CITY OF FORT WORTH W52 to i�53 T'ressure 1'lane Transfer
STANDARD CONSTRUCTTON SPECIFICATIOI� T70CUMENT City Project Ido. 01468
Ternporarily Revised/Updated 7anuary O5, 2021 due to COVTb19 Emergency
0o a i 13
IT�ISTRUCTIOAIS TO BIDDERS
Aage 10 of 10
17.7. A contract is not awarded untiI for�nal CiLy Council auihorization. If the Contract is
to be awarded, City will award the Contract within 90 days after the day of the Bid
opening unless extended in wri�ing. No othex act of City or others wiIl constitute
acceptarzce of a Bid. Upon the contractar award a Notice of Award will be issued by
the City.
17.7. �. T�e contractor is required to �II o�t and sign the Certificate of �nte�rested
Parties For�n 1295 and the �orm xnust be submitted to the Project Manager
before the contract will be presented to �he City Council. The fo�n can be
obtained at httus://www.ethics.state.tg.us�data/forms/12951�295.ndf
17.8. FaiIure or refusal to comply with the requirements may result in rejectzan of Bid.
18. �igning of Agreement
18.1. When City issues a Notice af Award to the Successful Bidder, it will be accompanied
by the required nurnber of unsigned counterparts of the Agreement. Within 14 days
thereafter Contractor shall sign and deliver the required nuznber of counterparts of the
Agreement to City with the required Bonds, Certiftcates airnsurance, and a11 other
required documei3tation.
I 8.2
T 8.3
Failure to execute a duly awarded contact may subj�ci ihe Contractor to penalties.
City shall thereafter deliver one fully signed counterpart to Cantractor.
END OF SECTION
CIFY OF FORT W�RTH W52 to W53 Pressure Plane Transfer
STAI�DAAD CflNSTRllCTION SPECIFICATION DOCUMENT City �'roject No. 01468
Temporarily Revised/LJpdated January 05, 2021 due to COVIDI9 Emergency
003513-I
CDNFLICT OP 1NT�REST STATEMEI�T
Page 1 of 1
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SECTION Oa 3� 13
CONFLICT OF INTEREST STATEMENT
Each bidder, offeror, or respondent to a City of Fort Worth procurement are required to complete
Conflict oiTnterest Questionnaire or certiiy that one is current and on file with the City
Secretary's Office pursuant to state law.
If a member of ihe Fort Worth City Council, any one or more of the Ciiy Manager or Asszstani
City Managers, or an agent of the City who exercises discretion in planning, recommending,
selecting or contracting with a bidder, offeror ar respondent is affiliated with your company, then
a Lacai Govenanaen�t Of�ce Conf�icts Disclosure Statement (CiS) may be required.
You are urged to cozasult with counsel regardi�g the applicabiliiy of these forzns aa�d Local
Government Code Chapter 176 to your company.
The referenced forms may be downloaded from the links provided below.
http://w�ww. ethics. state.tx.us/fornnslCTQ. pdf
http:�/www.efihics.state.�.us/forms/CIS.pdf
� CIQ Form is on file with City Secretary
CIQ �'orm is being provided to the City Secretary
CI5 Form does not apply
CIS �'onn is on �'ile with City Secretary
CIS Form is being provided to the City Secretary
0
0
0
0
BIDDER: / 1 �/
�/��e[8�9 �J bym�TB �/7� L���
if� l��Ba.g�ru c�i�.� ��i»� rBy: �i'�br�t e5 ��r%��s
Company (Please Print)
,/�� �OX ��Jc�� � Signature: �+ �f'�t
Address
��� � fa/Di �� � �.t'o.i �� ��O Tiile: / �"��f��� `�'
Ciiy/State/Zip {Please �rini)
46 END OF SECTION
CI�'X OF FO�T WORTH
STANDARD CdNSTKUCTIdN SPECIFICATIOI�I DOCUMENTS
Revised March 27, 2012
WS2 to WS3 Pressure Plane Transfer
Ciry Project l�Ta. 01468
0o ai aa
sin FORM
Page 1 of 3
SECTION 00 41 00
BID FORM
TO: The Purchasing Manager
clo: The Purchasing �]ivision
20� Texas Street
City of Fort Warth, Texas 769 D2
FOR:
City Project I�o.
UnitslSections:
Westside 2 fo Westside 3 Pressure Plane Transfer
01488
Unit I: Water improvements
Unit II: Sanitary Sewer ]mpra�ements
1. Enter into AgreernenE
TE�e uRdersigned Bidder proposes and agrees, if ihis Bid is accepted, to enter into ar� Agreement with City in the form
included in the Bidding �ocuments to per#orm and furnish all WorEc as specified or indicated in the Coniract �ocuments
for the Bid Price and within the Contract Time indFcated in this Bid and in accordance with the other terms and conditions
of the Contract Documents.
2. BiDD�R Ac�Cnow�edgements and Certificaiion
2.1. [n submifting this Bid, 8idder accepts alf of the terms and conditions af the INVITAiION TO BfDDERS and
INSTRUCTIONS TO BID�ERS, including without limitation those clealing with fhe dispasition of Bid Bond.
2.2. Bidder is aware of all cosfs to pro�ide the required insurance, will do so pending contract award, and wiEl
pro�ide a �alid insurance certificate meeting all requirements wifhin 14 days of noiification of award.
2.3. Bidder certifies that fhis Bid is genuine and not made in fhe interest of or on behalf of any undisclosed
indi�id�al or entity and is not subrnifted in conformity wifh any col[usive agreement or rules of any group,
association, organization, or corporafion.
2.4. Bidder has not directly or indirectfy induced or soficited any other Bidder to submit a false or sham Bid.
2.5. B�dder has not salici#ed or induced any individual or entity to refrain from bidding.
2.6. Bidder has not engag�d in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract.
For the purposes of this I'aragraph:
a. "corrupt practfce" means the oifering, gi�ing, recei�ing, or solicifing of any thing of �alue [ikely to
influence the action of a public official in t�e bidding process.
b. "fraucEufent practice" m�ans an intentional misrepresentation of facts made (a) to influence fhe
bidding process to the deiriment of City (b) to estab[ish Bid prices at artificial nan-competiti�e
le�els, or (c) to deprive City of the ben�fits of free and open competition.
c. "collusi�e practice" means a scheme or arrangement be�inreen two or more Bidders, wifh or without
the knowledge of City, a purpose of which is to establish 8ic{ prices at artificial, non-competiti�e
levefs.
crry o� �o�zr woRry
STAN�AR� CONSTRUCTION SPEGIFICATION QOCUM�NTS W52 to WS3 Pressure Plane Transfer
Form Revised March 9, 2D20 A�DENDUM No. i Cily Projecl No. 01466
00 41 00
BID FORM
Page2of3
d. "coerci�e practice" means harming or threatening ta harm, directly or indir�ctly, persons or th�ir
property ta influence their particiPatian in ihe bidding process or affect th� executiort of th�
Contract.
3. Prequalification
The Bidder acknowledges that the following worEc types must be perFormed anly by prequalified contractors and
subcontractors:
a. Augur Boring - 30-inch Diameter Casing and Less
b. Water �isfribution, Urban/Renewal, �6-inches and smeller
b. Water Transmission, Urban/Renewal, 36-inches and smaller
c. Sew�r Collection Sysf�m, Urban/Renewal, 8-inches and smaller
d. Asphalf Pa�ing Construction/Reconstruction {15,000 square yards and GREATER)
e. Goncrete Pa�ing ConstructianlReconstruction (LESS THAN 15,�00 squar�; yards)
4. Time of Co�npletion
4.1. T#�e Work will be complete for Final Acceptance within 54Q days after the date when the
the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
4.2. Bidder accepts the pro�isions of the Agreement as fo liq�idated damages in the event of failure to comple#e
the Woric {and/or achie�emer�t of Milesfones} within fhe times specified in the Agreement.
5. Attached ta this Bid
7he following documents are atfached to and made a parE of this Bid:
a. This Bid Form, Section 00 41 00
b. Required Bid Bond, Section �� 43 73 iss��d by a surety meeting ihe requirements of Paragraph
5.01 af the General Conditians.
c. Proposal Form, S�cfion 00 42 43
d. Vendor Compliance to State Law Nan Resident Bidder, Section 00 43 37
e. MWBE Forms (optiona[ at time of bid)
f. Prequalification 5tatemer�t, Section 00 45 '12
g. Conflict of Interest Statement, Section OQ 35 13
*[f necessary, CIQ or CIS forms are to be provided cfirectfy fo City Secretary
i. Any additionaE documents tha� may be required by 5ecfion 12 Qf the lnstructions ia Bidders
fi. 7otal Bid Amount
6.1. Bidder will complete the Work in accordance witt� the Canfract Documents for the following bid amouni. ln the
space provided below, please enter the total bid amount for fhis project. Only this figure will be reac! publicly
by fhe City at the bid opening.
GITY pF FQRT WDRTFi
STAN�AR� CONSTRUCTION SPECIFICAT[ON DOCUME�ITS W5210 W53 Pressure Plane Transfer
Form Re�ised March 9, 2020 AJDENaUM No. 1 Ciiy Project I�o. 01488
00 41 DO
Bfq FORM
Paga 3 pf 90
publlcly by the City at the bfci opening.
5.2. It is understood and agreed by the Bidder in signing this proposal #f�a# the total bid amouni enterec� below is
subject ta verification andlar rnodiflcation by multiplying the unit t�id prices for each pay ifem by fhe
respective esfimated quantities shown in this proposal and then totaling a!f of #he extended ainaunts.
Total Bid
$7,724,092.25
�. E3id Submittal
This Bid is subrr�ifted o� March 11, 2p2'!
Respectfui[y submitted,
By. ,� '�(Signatu e ���
_
ieresa S Skellv
(Printed Name)
by ti�e entity named befow.
TItiB: Pf�`SftiG'nt
Co�npany: William J Sc�ultz (nc dba Circle C Cons#r�ction Comp�
Address PO Box 40328
Fort Worth, Texas 761�0
State o� Incorparafion: Texas
Email: t.skeily@circlecconstructio�.com
Phone: 817-293-1863
�N�3 O� 5�Ci'IQN
Corporate Seal:
ciTr o� FORr woRr�
S7AN6ARD CONSTRUCi1QN SPECIFiCATEON DOCUM�NTS W52 to WS3 Pressure Plane Transfer
Form Ravfsed Maroh 9, 2�20 A�DENDUM No.1 Ci[y Project No. �t4Ge
SECTION 00 42 43
PROPOSALFORM
���� ����� ���
Projec! Item Tnformation
No.
Descripiion
oo az aa
BID PROPOSAL
Paga 6 nf EO
�i�d��'� Appli�ativn
Bidde�'s P€oposal
Specification Unit of Bid
5ection No. Measure Quanfiry
ijfllt �: {lilatl?C �fI1PfOVE171@I1tS
1 33'f 7.0555 96" DiP Water Pipe, CSS Backfil! 331'! 10 L�
_ � _. _ .. -- - - -. _._ ......_ ._.... .�. ��... _ _____ _ -- ---- ---- _ --- _ ----_ _ _ _ _ - -
2 3371.0555 16" Wafer Aipe, CSS Backfil! (Restrained 33 19 'f Q,
_ Joinis�_--- -- - _ _ _ 3311 92 �'� 2°
3 3317.0552 76" �IP Water, C5S Back�ill 33 11 'f0 LF
--. _.. _ _ _ _ _._._�_� __
� 33'f 1.0542 16" Water Pipe, CSS Backfill 33 '! 1 10, ��.
33 91 92 �
� �._. _ 3305.2QOb 16" Waier Carrier Pipe - --- -- S3 05 2�4 - LF- -- -- _
� 3317.0441 12" Water Pipe 3311 90, �F-_ ._..__.. _
-- - . . _.. -- ----� -- -- - -�-- -
33 11 'f Z 4�
----- - - ____��...�__. �.
� 3311.0442 92" Water Pipe, CS5 Backfill 33 13 1D, ��
331'I 12 �
_ - _ ------ - ------ --- --- -------...n -- - -- -- - --
8 3319.0452 12" DIP Water, C55 Backfifl 33 19 10 �.F� - --__2
Unit Price � Bid Value
$190.00 $96,150.f30
_ $180.00 _ $526,860.00
$18Q.00 $13,860.00
345 $165.i
91 � --- $964.�
60 $85.1
98 $315.4
9 3305.2004 12" Water Carrier Pipe --- - 33 05 24- -� L� 711 -- - -$95.0
-- ---
�. ____�.__�..__� � _ __
- - - -. ._.._.._ _ __... .� � _--- �-
3311 A3+� 1'I 0" W ater Pi pa 33 19 1.0,
10 331'f 92 �"F 5 $90.0
17 3319.0352 'Ep" DIP Water, C55 Backfifl 33 19 'ED LF � 194 $130.0
. _- ___ _�_ .. � _ .. . _.____- --- _ _ . . . _ � _ _ ____ ..---- - - - -- --- --- - - _-___
T2 3319.0342 10" Water Pipe, CSS Backfili 3311 10, LF
.. - ---- ---- - _.._ _ _.. _ --- - - -- --- - -
33 'i 1 12 52 $11 Q.0
,�� 339"[.0241 8"WaterPipe 33'I110, �� `
- --- - __.....�------------_ .._._.._ __._ __ d.�-
33 41 12 ��,
14 3311.0252 8" DIP Water, CSS Backfilf 3311 10 L� 5{
_ _. ..._ __ ___ -------- _-_------
--____ � �.. __
�� 3311.0242 S" WaterPipe, CSS Backfifl 33 19 10, ��
- - - _ _ _.. .. _--- - - - --- - _ _ _-
331'E 92 6f
16 3305.20a2 8" Waf�r Carrier Pi e _ __ . � - 33 05 24 _ _ _...-L�... _ ._ ___._._ . 1 �
- --.... _.. . ._..�._._�._ ----_ _ �_ _ ---P � ..-- - - - - - --
17 331'I.0752 6" DIP Water, CS5 Backfill 33 91 14 L� �
-- _._._-. _-- ---� �_ _
_ -- - - ___.. __ _ _ _.. .__
78 3311.0141 6"WaterPipe 331710, �F �
3311 12 2E
$9Q.
_. _$��
$474,200.00
$27,89 �.00
$67,545A0
$45flA0
$1�#,820.OQ
$5,720.Q0
$217,945.Oa
� $58,99Q.00
$12,69.0.00
4 � $4,930.OD
$'! 6,140.OD
. _�.$72,800.00
$5&$,800.DD
$'155,200.00
- -- - _. _ ....______ _ --- -
19 3305.'i T05 30" Gasing �y Ofher Than Open Cut 33 05 22 �� 91 $gQp,pp
- ---- --- - -- - _ _ _ ___ _. ..._. -- ---- � --._� _.-� ..__
2Q 3305.1704 24" Casing By �#her Than Open Cui 33 05 22 LF 7'E 1 $800.00
- __ _____.. _. __ ._ ___.W.._. - --_--� _. ---_ _�__ _ ---
21 3305.1103 20" Casing 8y Other Than Open Cut 33 05 22 �� 194 �saa.00
. � -._�_»..�_._.�.�_
22 33p5A'['!6 Concrefe E�casemenf for Ufility Ai�es �� 33 051� CY 8 $250.04
-- �__ .. _._ �---- - -_ � _ _ .. - -- - - . _.._.. _ ... . ___.._ _. �
23 3312.4313 36" x 12" Tapping Sleeve & Valve 33 92 25 �A 1 $12,5b0.OD
�_ _ _ _� ___.______.._,� ---. _ ...___ _-- �._._ . _ __ _- --.
24 33'f 2.4004 8" x 6" Tapping Sleeve & Val�e 33 72 25 EA '! $2,50D.00
- -- ___ _ - __- _-___ -- _. -- - -- - ------ -- - _ ... _.___..�...� � ____
25 9999.D007 96" Direct Bury Gate Valve 3312 20 EA 1 $12,600.OQ
_ .. � ---- _ _._-- - - - ____. _ _._ _ _- - - .-. _ __
26 3312.3006 16" Gate Valve wl Vault 3312 20 EA 13 $16,50Q.00;
27 3372.3906 96" Cut in GaEe Valve w/ Vault 33 92 20 EA � ��
�. _ _ � ._.� �._ _ _ �_ _ __ _._._�....- -. - .- - --- - - -�._____ _ . - ---_..._._._
28 3312.3005 12" Gate Vaive 3312 20 EA 1
29 33'12.30Q�4 14" Gafe Valve - --- - - _.. .._. _.- - 33 'f 2 20 - - -EA -- -
__�.� _ _ _._.� ----------- -______- - - ____- - - -.._._.._
_ 30 3312.3603 8" Gate Valve 33 72 20 Eq 2+
---- - � _ � . .�.-- - ---- - - __ __ �_ _ _ _� � _ _-_ __ .------ --
��
$294,500.40
$5p,000.00
$1,8�O.OQ $9,OQ0.00
$9,500.00 _ $42,D00.00
31 33T2.3002 6 Gate Valve 33 92 20 EA 20 $1,200.00 $24,006.00
- --- � ____._ _ _._._ _ _ _-_ _ _ _ ...------ - -- - -- � - - - _ _ _
32 3312.31 Q2 6" Cuf-in Gate Valve 33 't2 20 EA 1 $2,soo:oa $2,50D.0�
--- --- - _ ._.._ _.-..- - --- ._ _ .�..__ __ __ - - �� _ ._ _
_ 33 9999.0001 10" Pressure Reducing Valve and Vauli 40 Q5 67 �q 1 $170,oao.oa $170,OOU.00
� � .. . � ._ __ � __.�_ � _. _ ___ ____.�._ _ __. ._- -- . - - -- - -. --__ _ �. _ �. .�._ .._
34 9999.0002 10" Pressure Sustainir�g Valve and Vault 40 05 67 EA 7 $'l65,000.�0 $�$5,000.00
._ _ � .� �.�. -- - - _ ____._._.�._- - --- - - - - --- � - _
__35 9999.(10D3 6" Pressure Reducing Valve and Vault � 40 05 67 �A 3$170,000.00 $570,�00.00
36 _ 3392.00D1 Fire Hydrani , 3312 40 EA 13 $3,500.00 $45;500.00
_ _ �.- - - - -_---_____` --- -- ---- - -._� .. _. ___ --__
3i 3342,1002 2" Gombir�afivn Afr Val�e Assemb�yfor 33 72 30 �'q 4 $7,500.00 $30,QOO.DO
cirY a�Fox� woxrH
STATI�ARD COI�fSTRUCTiOIV SPECIFICATION DOCEJMENTS Addendum Nn. 4
Yorm Revised 20f20E2Q
NS2 to 5Y53 P[essuce Pleve Transfer
Ci[y ProjeM Na. O1A68
ao 9z a3
8ID PROPOSAL
Page 7 of 10
SECTION (10 42 43
PROPOSAi. FORM
�11ViT PRIC� �1�
Project Jtem Information
�id��r°� Applaca�ior�
Bidder's Proposal
Bidlist Item 5peeificafion CJ�nit of Bid
�a Description Section.No. h�easura Quac�tity ��Et Price
__ ___ _ __--------__-_ ___ - -- ._.. ..,.. _._._ ..- --- - - _ _ _- _____ _ __.._ ��. ._- -�------- ..
38 3372,6003 6" Blow OtF Vatve 3312 60 �A 1 $6,500AD
39 Y 3305.0103 Exploratory Excavation of Existing Utilifies 33 05 30� EA � 9 $1,Oa0.00 �
_ - __------�------ __.._.._� _ _ _ _r_._..__. ____ _.._...._ . _
40 0249.1351 Safvage 16" Wa#er Valve 02 41 14 �q 3 $7,5D0.00
..._ __,._._._. �� ._ _ � ---- -- ---� __� ..� _ -- - - �-- - - - -. .. ._ _..__._. _ _� _ . __.. . __- _ - - _ _ _ _- __-_.-__-- -
41 0249.1305 Remo�e 12" Water Vai�e 02 41 74 �A 'I $600.00
- - -- -- ---_-______�� �_�_ �- - - - - - -- - - ---- �- - - - - - _ -
q�2 0241.9303 Remove 8" Water Valve 02 41 14 EA 4 $300.Q0
--- _ T , w----------_ �_ _ ---- - - - ____ __._ __ _. _ _.._.... . _ . __.- - --_- _
43 0241.7302 Remove 6" Water Valve 02 49 14 Eq 4 $3D0.00
__ __.___ .__ _ _ �� _ __.._ ._ ___ _--------- - - - --- - -- -._�___ _ _ � _ _ . _ . _..._..._ ._.._� _ _._ . .
44 0241.1298 4"-12" WaterAbandonment Plug 02 41 14 EA 1 $'l,000.00
- -- --.�_ �._._..� ____._ _______ _ _.. �--- --_ �_._____._ _- - ----�.
45 0241.1118 4"-92" Pressure Plug 02 41 14 EA 2 $'
_ .�_. - ------- -_ ____._........_.�_------- -- - - ----_ _ _ -- - - - - -� . _.. .._- - -------
46 9999.0004 Water 5ervice Abandonment 02 41 14 EA 22
` 4i 3332.0110 Connec#ion ta Existing 36" Water Ma9n 3312 25 EA 4 $E
4$ 3312.0'[Q6 Cannection #o Existing 16" Waier Main 33 12 2S Eq 5 $�
_._.._.__. -___�..___...�.�.,. __._,,,.._...._____._ _- _... _ _.. _ �. .-- ---- __._.. _ .. __. . _.. ._.
__ 49 3312.0117 Conr�ection to Existing 4"-12° Wafer Main 33 92 25 EA __ 43 _$�
50 3312.2201 2" Water 5ervice, Meter Reconnection 331210 EA 1
-- ._.---_- ,- - -__ __�_ _ � ,_ _._ _____- - ---.- -_ .._... _.. -- --._._.__ _._ - -- - - - - - --__ __ �.._
__ 51 3372.2203 2" WaterService 3312 'EO �q �f $�
Bid Value
$6,500.00
� $9,000.00
$600.00
$1,200.00
��,200.00
��,000.oa
�- $2�OOO.aO
$30a,00� $6,B00.00
00.00 $9 7,500.00
Q0.�0 _ $86,000.00
52 3312.2101 'f 912" WaterSenrice, Meter Reconnec#ior� 33 12 10 �A 1 $500.00
T T _ - -------- __ _ �.__- - ___. _ _ _�_._ . _. _ _ -- - - --- _ _ _ - _- •--- - . . -- - -- -- -.-_ -__._
53 33'E2.2903 1 9I2" Wafer Service 33 'i2 90 EA 9 $2,500.00
-- - - - - - � _ � _. . �____ _------� ----_ _� _.. _ __. __._... ..,_ _._._, ..__ _. _. ____ _.._ - - _ _T _.._�_ .
54 3312.2001 1" WaterService, MeferReconn�:cfion 33121D ER �65 $500.00
- - --- -.-.---.. __ __ ___._ __ -_ - -. - - --- --.- -.._.__ _. __ _ --
55 3392.2003 1" WaterService 3312'f0 EA 69 $1,240.00
� . --- - ------ -- - - ---- _- _ _ - - - - - --- - - - ----- -- - - -
56 3312.200�4 1" Private Water Service 33 92 1fl LF 3360 $55.00
- _ _ _�._ �. ._ _ ___ .__ _ _..._- ---- - -- -.._. _ _ . _ _w_. - - _.._. . �...._ .__._ .._ � .__.,.._---- -�
57 337 9.0001 buetile fron Water Fiftings wl Resiraint 3311 'i 1 TON 40 $8,50Q.00
_._ � __ _.._ __� _._._... �� �..� � _ .--- - - __-- _-- -- - --- _ �_ ------_ _ _ _ - _ - -
5g 0241.1009 Watec Lina Grouting 02 41 14 CY 45 $2D0.00
- -- - - .-_._ Y_ _ _____.. _._� _..._ ----- - - -- -.. _... . .__.. . - --.�___�__
59 330�4.D'f01 Ternporary WaferServices 33 Q4 3Q LS 7 $150,OOO.bO
- -- _ __ _ ��-- -- ----. _ . ._ --- ---_�� -._ _ -- -- -_ __._ �__....__ �.�_ ,
6D 3292.0100 Block Svd Placement 32 92 13 5Y 96834 $10.00
69 3292.0400 Seeding, Hydromulch 32 9213 SY 2069 ^ $6.00
- --- --- - --- _- _ _ ._ � ..__�..._. _ _ ....-, - - - - - _ _ _ . __ ._., _ .. --- ___._ .r_ .._ . _. _ _ � _. W . __
62 3291.d100 Topsoil 32 87 19 CY 1051 $25,p0
_._.. �3,000.00
$500.00
. ___. �2,500.Dp
$32,500A0
$82,8QO.OD
$184,800.00
$335,75Q.00
_ -_ $9�OQOAO
$168,340.04
$10,345.00
. .. .....__ _..__ - �-- - -_. _. .. � -- - - - -- - - -- - _. _. ..__� � .__ _ .. _ � �-- -- _ -
fi3 3110.0402 B"-12" Tree Remor�al 31 10 OQ EA 6 $5fl0.D0 $2,500.00
- . _. _ ______- __ _ _ _� __�_� _..._ -- --- - - - - --- - --- - - - -- - _ - __ . �_._ _ __ - - - ----. __.
64 371Q.0703 12"-i8" Tree Remo�al 31 90 a0 EA 3 $50[3.00 $1,500.00
_____.._ _ . _______ _� __.- - .- - __ �. _ _ T _
__. _ . . _ .. _ _.._s..-- .---- - -.. _.____. _
65 3110.0104 78"-24" Tree Removal 321D 00 ER 1 $9,500,00 �$1,500.00
_ __..... __. ...------------- ---- _ _.... . - - - _ __ _.. _� . - --- - -- _..___._. .____. --
66 3305.a7D8 Trench Safety 33 0510 LF 15736 $1.00 $15,738A0
-- --... _ _ _ _ - -..._ _._.__.. _..__ _ � _ � �... ...�_ __ _.._._. _ - - - - . _ ..� � . _.. -- - -- - _ - ____.
67 3305.U1'i0 Utiiiiy Markers 33 D5 26 LS 1 $2,500.OD $2,500.00
_- - ._�� - - --- - --- _.... ._._. . -- - --- -- -.. ___... ___- - --- --_ _- _.__ -- - --
68 4179.0701 Construction S#aking 01 7'[ 23 LS 'i $3D,000.00 $30,OOO.QO
_._._.._ -------_...___-----•-...�_ ..____ -- -- - - - --- ---- � -_._.__.___.__ �- _
69 0171.0102 As-BuiltSurvey 09 7T 23 L.S 1 $15,OQO.pO __ $�S,ppQ.00
-- - -- ---�.____--__�_._.. _ . - - ..
7p 3125.01�1 SWPPP a 1 acre 31 2500 LS 1 $30,000.00 $30,000.00
: - - . _-__ - --_- __ __. _ _ -- _ - ...-- - - -- - -- ---- -- - _ ___ -_-__ - -- - - -__ _--_ - - -
71 3471.000'E 7rafFie Control 34 71 13 MO 28 $4 500.Q0
_ _-_ _ _�.._..............._�__- ______----- - - ----- --- --_`----- _ _�126,000.00
. ._ _- -- - ---- - - - - - -
72 347'l.00U2 Portable Message Sign 34 7T 73 WK 56 $650.00 $36,40Q.00
- - - - - - -__. �_ ,_ � _ - -- - ____ -- -- � - � ---- --- -- ---- -- -- - -
73 3123.01Q1 Uncfassified Excavation by Plan 37 2316 CY 635 $25.00 $15,875.00
_ __- -. •_ _ ---------_____.---- .-------.. _--- - -.______ . _.� ._ _.. __ _ � __ .__ _ �. _ _ _._ . .. __-- _- -- ---. -___ _
74 32fl1.0113 6` Wide Aspi�al# Pvm# Repair, Residential 32 D1 17 LF 3066 $55.Q0 $168,630A0
_-_ - - -_.__ _ _�._ __._ --__-_._______-_.-_-.-.-. -..------.----- ---_ _. ._� ___. _ _._._ _��______._.
75 3201.Oi27 70' Wide Aspf�alt Pvmt Repair, Arterial 32 01 17 LF 1333 $95.00 $126,635.00
-------- - ---- - -- --- -_ _ __. ._ _....___ __ ------ --_ __
76 3201.0123 6' Wide Asphali Pvrr�t Repair, ArteriaE 32 01 17 L.F 5213 $70.00 $38�,910.00
-._e..----------- ---- --_------ ___.._. _---- ____._-_-_ - -- -____ -- - ------_---_ ___
_ 77 _ 3201TD151 AsphaEt Pvmi Repair, Water Service 32 09 17 LF 496 $40.OD $19,840.00
78 3216.0101 6" Canc Curb and Gukter 32 96 13 L.F 1041
.___._,� _ � . _ �__.� __ _ _ _.� _ • $�5.00 $46,845.00
. ___ ------ -�_ . �_ __-__ _. __ -_ _ _
79 3213.0303 6" Conc 5idewaik 32 1320 S� 8D07 $16A0 $120,905.00
-- -- _ ___._-- ------ __ _ .. _._._.__...__.__... _ -- - _ _ __- ____._.___ _. _ . - - - ---._.�-- --- -- __ _
80 3213A407 6" Concrete Driveway- ' - - - --V - - -- 4 - 3213 20 ^ �F' ^^f, 9969 - - - $25.00 $49,225.0�
CITY pF FORT WORTH
STANDAAq CDNSTRUCIT9N SPECil�7CAT10N IIOCUhiBhlTS WS2 fo WS3.Pressurc Plane Transfer
Form Revised20120120 Addel►alllil NO. 4 Ciiy Projec€ No. 0l468
OD 42 93
SIiI PROPOSAI,
Page 8 ot 18
SECTIOI+f 00 42 43
PRD�05ALFORM
���� ����� ���
�idd�r°s A��lic��ion
Projecl Item InFormetion Bidder's Aroposai
Bidlist Tiem Specificalipn Unit af Bid
�o Bescription $ecEion No. Measure Quantity UniE Price Bid Va��e
�_-_���_ _ _---�-- ---- ---. .- ----- --- - ------------- -.. ____._.._..�...�_.._ _
81 3207.Q674 Conc Pvmt Repair, Residenfiai 32 41 29 SY 1726 $95.00 $163,97p.Q0
------. ..._._..�_....._...._--- - - - T �_ _._. _ _ _ _._.__ ___- -- -- - - - - --- -- - -_ _ _ .. r _ . _ _ -__: .- - ..- ----- - - -
82 32'f6.0301 9" Conc Val{ey Gutter, Residential 321613 SY 26 $65.00 $1,690A0
_ ___ . ..- - ------ --------_ __.. _ _ .. � _ . ___ - - - - ---- - ._ _ _ _ _ -- - ___ _- ..._ _ _ __ - - -
83 32Q1.0�F00 Temporary Rsphaft Paving Repair 32 p1 18 LF 1661 $18.00 $3D,258.�Q
-_.._ . - -- . _.__._ .___- - _.__.. ___ m .- ----- ..__._. _ .-- --. .. ___r......�.,.�.r
84 0241.15qB 2" SurFace Miiling 02 49 15 SY 29574 $3.50 $103,509.Q0
_ _-�---___- _ ._._._m.... _� ..__. _ .__- ___.- - -- -- . ______ . .. --- -----
$5 3212.0362 2" Asphalt Pvmt iype D 32 92 16 5Y 35191 $14.50 $590,289.50
� - ---- -- - ------__.._ _.. �. __ __ ___ _ -- - . _...- - .- - --- .._ _. _ ..._ - _ _ ___ --- _ ______ _ _-
86 9999.0051 2" Asphalt Base Type B 3212 76 SY 5817 $14.OQ $78,838.00
_ __ _- __ -- --- - - -------- --------- - - - - - - -.. __� _ - -
87 0241.170Q Pavement Pul�erization 02 41 15 SY 5617 $12.75 $79,618.75
88 __ 3217.0009 4" SLQ P�mt Marking NAS (W) 32 17 23 LF T� 980D $4.00 $39,2a0.00
- ----_-_ __..,_... _ _., _ _ �_. _ .... .. - -- - --- _ __ ___ _..� _ � _ .
89 3217.0002 4" 5L� Pvmt Marking FfAS (Y) 32 9 7 23 LF 190a0 $4.00 $44,DOO.DO
-- -- �---- - -- - - - -- --- - - - - --..- - --- ___-- --__
90 3217.OD03 4" BRK Pvmt Maricing HAS (W) 3217 23 l.F 200 $4,p0 $80D.OD
_. __-_ __--_----- -- - - - ---� W_ . _ .�_--- _ --_ __ . _ _ _��__ �---- - -- -� - -- -__.�. ___
91 321i.0501 24" SLiI Pvmt Marking NA� (W) 3317 23 LF 300 $70.00 $3,OQO.Ob
- -- - ------ � « �..�____�� � _ - - - - - ---_ _.. __. ..._.. _._... - -.� . __ _ -_ __..._ _._... _. �--
92 9999.0054 18" Yield Triangies _ 34 17 23 EA 1D $254.�0 $2,500.00
- -- - ------_ _ _ _..._� ._��,....._ __ _ - -- - - --._ __._ _ __ _ _- ._ _ .�_� __ _ -.
93 3305.0202 lmported EmbedrrtentlBackfill, CS5 33 pb 10 CY 50 $85.00 $4,25Q.00
- - - __- -- --- � --- - ---- - -- - � - -__ _ -_ _ _ _
-- --- - - - -_ __ _ _ _._. � _..
94 3305.0203 Imported EmbedmenflBackfill, CLSM 33 05 10 GY 50 $150.OD $7,5�O,OD
_ ._.. __ ___ . _..._. _.__._____ �._ ___ _ _ ______� _ --- - --__. _... __... _ _ ___ _ _.. _- - - -- - -- _ __ ___ _ .._. ---
95 33D5.0207 InlpnrEed EmbedmentlBackfill, Select Fill 33 05 '!0 CY 5D $30.00 $1,5Q0.00
- - --- - --- ---�_�__ ._ .�_ � . � _ _ _ --- --- ----- - - ._._.�_.. � _-_ _ _- __ .�.__ __------
96 9999A0.07 frrigation Restoration Allowance 00 72 00 LS 1 $30,000.00 $30,000.00
_ _ _-_ . - - - _ _ _- -- _ _ - -- --- -. � ...__. . _� ..._ M_ __ ,
97 9999.0008 Gonfingency 00 72 DO LS 'f $150,000.00 $950,OOaAQ
Unit !: Water Irr�provements Subfafal: $7,8'f 3,927.25
U�it II: Sanitary Sewer Irrtprouements
3339.4115 8" Sewer Pipe 3317 1a,
1 33 31 12, L�'
._. - - -._ ._- - --- - --- -- _ - - 33 39 20 478 $65.00 $31,070.00
- -. _.. ... __ .. _.. ___._._ __ __ ___
2 3339.9004 4' Manhole 33 3910, EA
__ __ . 33 38 20_ 4 $6,50�.00 $26,OOO.DO
__ � . .- -------- - _._ _ ._ _-__ _ � �.�
-
3339.1003 4' Extra Depth Manhole 33 38 1Q, � �- W � . � � ��� F _ �. �___ _ __.
. 3 . _ ._ . . . _. 33 39 2D V� 't 5 $'C50.00 $2,250A0
� 4 3339.0001 Epoxy Manhole Liner 33 39 60 VF 11 $335.00 $3,685.00
._.._ ..�__._. _ . � __ _. _._�_._._.. - - - --- - - --- - - -- _ --_ - - - --- _ _ _ . ._� ._.._.� �- - - --
� 3339 .3701 4" Sewer Service 33 34 50 �A 2 $'! ,500.00 $3,0OO.OQ
_ ___._... _.__. _� � - _ __- _ _ _ ---- - � - - - - - -
6 3331.33'f 7 4" Sewer Se�vice, Reconnection 33 39 50 EA 2 $500:Q0 $1,Q00.4U
-- -. - - -------___-_ _ __._ ._.� - -- - - __._.. ___ _ . . -.-- . - - -- . . ....�_ ` - _ _
7 024�.2041 Saniiary Line Grouting 02 41 14 CY 66 $200.00 $13,200.00
- -. . _ �.._�_------ .�.._�.._ ..------...-- - - _ --- - - -- - - - �. . - -- -._ _ `
8 3305.0'f 09 Trenc� Safety 33 a5 10 LF 480 $9.00 $480.00
__ _ � - _. _ _. - -- -- -- - _... -
g 0179.0109 Consfruction Staking 09 71 23 !S 'f $1,500:OD $'i,800.00
------- _ - -_..----.. __ _. _.._____._ ____... - _ - - - - - _ __------ -- -- -- -. . _. _ __ - --- --- - ----__ _-._ � ._
10 0'f 71.0102 As-Buil# 5urvey 01 79 23 LS 7 $504A0 $500.D0
11 3301.0001 Pre-CCTV inspection � 33 01 31 L� � 484 $5.00 $2,400.D0
- - --- - .._T_� � --- - - - ----- - - - - --- _._... ___ ___ - -- - --
42 3307.0002 Pnsi-CCTV Inspec#ion 33 OT 31 LF �}80 $5A0 $2 400.00
_� ____. _ _.�_ __._.____� - ---- --__ _.._..---. --- __�
13 3301.0909 Manhofe Vacuum Tesiing 33 07 30 Eq � 4 $2p0.00 $800.00
- .__-__..� . _ _ _ � _.__ ._ . . _ - - - - - - -- -__. ._
14 330b.D172 Concrefe Collar 33 0517 �A 4 $450.00 $1,84p.00
_�.. _ __ .� ____. �_._._� _------ -- -- -- ------- --- -----... ___ _ __ ._._..._._--- - - . _. .. . .... _ __.. � -- --.
15 9999.0009 Contingency 00 72 00 L5 1 $2D,000.00 $20,000.40
Unit tl: Sanitary Sewer Impravemenfs Subtotal: $190,085.00
Totei 1Bid $7,?'a4,01 �.25
CITY OB FOT['C 1YORTH
STANbARI] CONSTRUCTION SPECIFICATION ➢OCi11vIEAITS �V52 ta SY53 Pressure Plane Transfet
worm xev,sed zmzoi2o Ad@endum No. 4 CiryProjec[ Tia. 014fi6
40 43 37
VENROF2 COMPI.IANCE TO STATE LAW
Page 10 af 7 p
s�c�r�o� ao a3 37
VENDOR COMPLfAI�CE TO STAT� LAW NON RESIDENT BIDDER
Texas Go�ernment Code Cf�apter 2252 was adop#ed for the awarc[ of contracis to nonresid�nt bidders. This law
pro�ides that, in order to be awarded a contract as low bidder, nonresident bidders (out-ofi state contractors
whose corporate offices or principai pface of business are outside the Sfaie of Texas) bid projects far construcfion,
improvements, supplies or services in Texas af an amounf Iower than the lowesf Texas resident bidder by the
sarne art�ount that a Texas resider�t bidder would be required #o uneferbid a nonresideni bidder in order fo obtain a
comparabfe contract in the 5tate which fhe nonresident's principal place of b�asiness is located.
The appra�riake bfanks in Section A r�ust be filled out by afi nonresident bidders in order for your bid ta meet
specifications. The failure of nonresident b[dders to do so wilE auiamaiically disqualify that bidder. Resident bidders
m�st check the box in Section B.
A. f�onresidenk bidders in the State of �late wlsr� a� �lanl; ,�aur princi�al place of business,
are required to be �o ���+r�: percent lo+nier ti�an resident bidders by State Law. A copy af the
stafufe is attached.
Nanre�ident bidcEsrs in ihe State nf � Stat� H�F� r�� t�!ar�k , ai�r principa[ place of business,
are not required to underbid resident bidders.
B. 'The principal piace of business of our eompany or our parent company or majority owner [s
in fhe State af Texas. �
�1����t.
William J 5chultz !nc dba Circfe C Construction
Company
By: Teresa S 5kelly
P� Box 4�328
Fork Worth, Texas 7614.0
:��. ` - �t
(Signature) _ s
7it1e: presidenfi
Date: � r i' � `�.� I
END OF SECTION
c�n oF FORr wa�rH
STANDARD COE+fS7RUCTION SP�GFICAT[ON DOCUMENTS
Form Revised 209'E0627
WS2 fo W53 Pressure Plane 7€ansfer
C[ry Projecf No. 01468
00 45 l I- 1
B1bbEl�5 PrLEQLJALIPICATIONS
Page 1 of 3
�y x� Mc��.c�l�z�.��i
2
BIDDERS PREQUALIFICATIONS
1. Summary. All cantractors are required ta be prequalified by the City prior to submitting
bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalifcation
Sfiatemenf for the work type{s) Iisted with their Bid. Any coniractor or subcontractor who is
not prequalified for the work type(s) listed inust submit Section DO 45 13, Bidder
Preq�aIification Application in accordance with the requirements below.
�0 The prequalification process will establish a bid lirnit based on a technical evaluation and
11 financial analysis ofthe contractor. The information must be submitted seven (7} days prior
12 io the date of the opei�ing o� bids. Far example, a contractor wishing to submit bids on
13 projects to be oper�ed on the 7th of April must file the information by the 31st day o�March
14 in order to bid on these projects. In order io expedite and facilitate the approval of a Bi�der's
15 Prequalificatian Application, the foliowing must accompany the submission.
16 a. A complete set of audited or reviewed financial statements.
17 {l } Classified Balance Sheet
� s (2j Income Statement
19 (3) Statement of Casl� Flows
20 (4) Statement of Retained Earni�gs
2i (5} Notes to ihe Firtancial Statements, if any
22 b. A certi�ed copy of the firm's organizafional documents (Corporate Charter, ArticIes
23 of Incotporation, Articles of Organization, Certif cate of Forxnatzon, LLC
24 ReguIations, Certificate af Li�nited Partnership Agreement).
25 c. A completed Bidder Prequalif cation Applicaiion.
26 (1) _ The �rm's Texas Taxpayer ldentification Number as issued by the Texas
27 Co�nptroller af Public Accounts. To obtain a Texas T�payer rdentific�tion
28 number visit the Texas Comptroller of �ublic Accounts anline at the
29 foIlowing web a�dress www.window.state.tx.us/taY ermitl and fill out the
30 applicafion to apply %r your Texas t� ID.
31 (2) The firm's e-mail adclress and fax number.
32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number
33 is used by the City for required reporting on Federai Aid projects. The DUNS
34 numher may be obtained at www.dnb.com.
35 d. Resurnes reflecting the consi�-uctian experience af the principles o�the �rm for firms
3b submiiti�g their i�nitial prequaIification. These resumes should include the size and
37 scope of the work performed.
38 e. Other information as requested by the City.
39
�0 �. Prequalification Requirements
4i a. Financral Stcrien�ents. Financial statement submission must be provided in
42 accordance with the folIowing:
43 (1) The City requir�s that th� original Financial Statement or a certified copy
44 be submitted for consideration.
CJTY OF FORT WORTI� WS2 to WS3 Pressure Plane TransFer
STANDARI7 CONSTRUCTION SPECIFICATION DOCUFVIEI�TS City Project No. OI468
Revised Ju1y 1, 2011
ooas i1-2
BIDI7ERS PREQUALIFICATIOl`8
Page 2 of 3
1 (2) To be satisfactory, the financial stateznenis must be audited or reviewed
2 by an i�dependeni, certified public accounting firm registered and in
3 good standing in any state. Current Texas statues also require that
4 accounting firms performing audits oz' z'eviews on business entities within
5 the State af Texas be praperly licensed or registered with the Texas State
b Board of Puhlic Accountari.cy.
7 (3) The accaunting firm should state in the audit report or review whether
8 the contractor is an indi�idual, corporation, or limited liability company.
9 (4) Financia] Stataments must be presented in U.S. doIlars at the current rate
10 of exchange of the Balance Sheet date.
11 (5) The City wilI not recognize any certiffed public accoun�a�tr.� as
12 independent who is not, in fact, independent.
13
14
15
16
17
18
19
ZO
21
22
23
2�4
25
2b
27
28
29
30
31
32
33
3A
35
36
37
38
39
40
41
42
43
44
45
Q
(6) The accountant's opinion on fihe financial statements of ihe contracting
company should state that the audit or review has been conducted in
accordance with audi�ing standards generally accepted in the United
States of America. This musi be stated in the accou�ting �rm's opinion.
It should: (1) express an unqualified opinion, ar (2) express a qualified
opinion on the statements taken as a whole.
(7) The City reserves the right to require a new statement at any time.
(�) The financial statement must be prepared as of the last day of any month,
not more �han ane year old and must be on fil� wiih the City 16 months
thereafter, in accordance with Paragrapl� 1.
(9) The City will determine a coniractor's bidding capacity for the purposes
of awarding cantracts. Biddi��g capacity is determined by m�xltiplying the
positive net working capital {working capital= current assets — curreni
liabilities} by a factor of 1Q. Only those statements refleciing a positive
ne� working capital positian will be considered satisfactory for
prequaliiication purposes.
(10} In the case that a bidding date falIs witl�in the time a new financial
statement is being prepared, �he previous statement shail be updated with
proper verification.
Bfdder Pr�equaliftcatzor� Application. A Bidder Prequalification AppIication must be
submitted along with audited ar reviewed financial staterraents by firnzs wishing �o be
eligible to bid on all classes of construc�ion aa�d �aaaintenance projects. Incompleta
Applications will be rejected.
(1} Tn those schedules where there is nothing to xepo�, the z�otation of
"None" or "N/A" sk�ould be inserted.
(2) A minimum of �ive (5) references af related work must be provided.
{3) Submission of an equipnaent schedule which indicates equipment under
the contral of the Contractor and which is related to the type of work %r
which the Contactor is seeking prequalification. Th� schedule mast
include the manufacturer, model and general common description of
each piece of equipment. Abbreviatio�s or means of describing
ec�uipment other than provided ahove will not be accepted.
4b 3. Eligibility to Bid
47 a. The City shall be the sole judg� as to a cantractor's prequalification.
48 b. The City �ay reject, suspend, ar modify any prequalification for faiiure by the
49 cor�tractor to demonstrate acceptable financial ability or pex�ox�a�ce.
50 c. The City will issue a Ietter as to the status of the prequalification appraval.
CITY OF FORT WORTH WS2 to WS3 Pressure Plane Transfer
STA�IIIARD CONSTRUCTION SPECIFICATTON T70CUMENTS City Project Na. Od�}68
Revised July 1, 2011
00 45 11 - 3
BIDDERS P12EQL1ALIFICATIOt*IS
Page 3 of 3
1 d. Tf a contractor has a valid prequalification Ietter, the contracior wili be eligible ta bid
2 the prequali�ed w4rk types untii the expiration date stated in the letter.
3
4
6
7
8 END OF SECTION
CTTX OF FQRT WORTH WS2 to WS3 Pressure PIane Transfer
STANDARI] COI�ISTTZUCTIOI�I SPECIFICATION DOCUMENTS Gity Project No. 01468
Kevised July 1, 20i 1
004512-1
PREQ[JALIFICATIOTI STATEMEiVT
Page 7 of 1
2
3
�
S
6
7
SECTIOiiI OQ �51�
PREQUALIFICATION STATEMENT
Each Bidder for a City procur�ment is reqtzired to comple�e the information beIow by
identifying t�e prequali%ed con.tractoz� and/or subcontractors w�a� they intend to utilize for the
major work iype{s) listed.
Major Work T`ype Contractor/Subcontractor Company Name PYequalification
Ex iration Date
Auge�r Boring — 30-inch Diameter Casing Circle C Construction 4/30/2021
and Less
Water Transmission, Urban/RenewaI, 24- Circle C Canstz�ction 4/30/2Q21
inches and small�r
Sewer CoIlection System, Urba�/Renewai, C�rcle C Coustruction 4/3Q/2021
$.-inches an� smaller
Asphalt P�.ving Peachiree Construction 4/30/2021
Construction/Reconstruction (1 S,OOQ
s uare ards and GREATER
Concrete Paving Circle C Consiruction 4/30f21
Constxuction/Reconsiruction (LESS
THAN 15,000 s uare ards
S
9
10
11
12
13
14
15
lb
17
18
19
20
21
22
23
24
25
26
The undersigned hereby certifies ihat the contractors and/or subco�ttractors described in
the tabie above are currently prequalified for tlze woxlc types listed.
BIDDER:
WilIiam J Schuitz Inc dba Circle C Construction
By: ..�f � ,; �.
Co�pany (Please Pri
PO Box 40328 �
r
51�12�C13Ie: _ J*7�= „r r- ,j ��t. - .�I I
Aaa��ss
ForE Worth, Texas
City/State/Zip
Title: .r%�� - - - .a i
{Please Print)
Date: .�'��i�r� � � ir, w D�� '
END OF SECTION
C1TX Q�' �'Olt'1' WORTFI
STANDARD C071STRLICTIONI SPECIFICA7TOM DOCUME[ti'I'S
Revised July 1, 2011
WS2 to WS3 Pressure P1ane Transfer
City Project No. 0 i468
�o��r�a�T�
SECTION 00 4� 13
BIDDER PREQUALTFTCATION APPLICATION
Date of Balance Sheet
Naxne under which you wish to qualify
Post Office Box
Mark only one:
Individual
Limited Partnership
General Partnership
Corpora�ion
Limited Liai�ility Company
C`I�
State Zip Cade
Street Address (required) City State Zip Code
{ } ( )
Telephone F� Eznail
Texas Ta�payer ldentif cation No.
Feaeral Employers TdentificatEon No.
DUNS No. (if applicable)
MATT • THIS QUESTIONAIRE ALONG WITH FINANCrAL STATEMENTS TO:
CITY OF PORT WORTH TEXAS
1000 THROCKMORTON STREET
FORT WORTH, TEXA.S 761 Q2-6311
ANll MARK THE ENVELO�E: `BIDDER PREQUALIFICATION APPLTCATTON"
0045I3-2
g1DDER PREQUALIFICATION APPLiCATION
Page 2 of 8
BU�INESS CLAS�IFICATION
The following should be completed in order that we may properly classify your firm:
{Check the bloc�C{s} w�ic� are applicable — B1ock 3 is to be left blaulc if Block 1 andlor Block 2 is
checked)
� Has fewer than 104 employees
and/or
� Has less ihan $6,OOD,OOd.00 an annual gross receipts
OR
� Does not meet the criteria for being desigzaaied a small business as provided in 5ection
2006_00 � of the Texas Government Cade.
The classification of yaur fir� as a small or large business is not a factor in dete�nining eIigibility to
become prequalified.
MAJOR WORK CATEGORIES
Water Department
Augur Boring - 24�inch diameter casing and iess
Augur Boring - Greater than 24-inch dia�nete� casing and grEater
Tunneling — 36-Inches — 64 —inches, and 350 L�' or less
Tunneling - 36-�nches — 60 —inches, and greater than 350 LF
Tunneling — b6" and greater, 350 LF and greater
Tunneling — 66" and greater, 350 LF or Less
Cathodic Protection
Water Distribution, Develapment, 8-inch diameter and smaller
Water Distribution, Urban and IZenewaI, 8-inch diameter and smaller
Water Distribution, Develapmenfi, 12-inch diameter and smaller
Water Distribution, Urban and Renewal, 12-inch diameter and smaller
Water Transmission, De�elopment, 24-inches and smaller
Water Transmission, Urban/Renewal, 24-inches and smaller
Water Transmission, Development, 42-inches and smaller
Water Transmission, Urban/Renewal, 42-inches and smaller
Water Transmission, Development, All Sizes
Water Transmission, Urban/Renewal, All Sizes
�ewer Bypass Pumping, 1 S-inches and smaller
Sewer Bypas� Pumping, I$-inches — 36-inches
Sewer Bypass Pumping 42-inches and larger
CCTV, 8-inches and smaller
CCTV, ] 2-inchas and smaller
CCTV, 18-inches and smaller
CCTV, 24-inches and smaller
CCTV, 42-i�ck�es and smaller
CCTV, 48-inches and smaller
CiTY OF FOR'1' 'UVORTH WS2 to WS3 Pressure Plane Transfer
STANDARD CONSTRUCTION SPECiF1CATION 17QCUIv1ENTS City Project No. Of468
Revised December 20, 2U12
ooasi3-3
$TI7DE12 PREQUALIFICATION APPLICATION
Page 3 of8
MAJOR WORK CATEGORIES, CONTINUED
Sewer CIPP, 12-inc�es and smailer
Sewer CIPP, 24�inches and s�aaller
Sewer CIPP, 42-inches and snnaller
Sewer CIPP, All Sizes
Sewer Collection System, Develop:txzent, 8-inches and smaller
Sewer Collection System, Urban/Renewal, 8-inches and smaller
Sewer Collection System, DeveIopme�at, 12-inches and srnaller
Sewer Collection Sysfiem, Urban/Renewal, 12-inches and smaller
Sewer Interceptors, Developttzent, 24�inches and smaller
Sewer Inierceptors, LJrbam/Renevval, 24-inches and smaller
Sewer Interceptors, Develop:txze�t, 42-inches and smaller
Sewer Interceptors, Urban/Renevwal, 42-inches and smaller
Sewer Tnterceptors, DeveIopnnent, 48-inches and smaller
Sewer Tnterceptors, Urba.n/Re�ewaI, 48-inclaes and smaller
Sewer Pipe Enlargement 12-inches and szxzaller
�ewer Pipe Enlargement 24�inches a�1d smaIler
Sewer Pipe Ez�largement, A11 Sizes
Sewer Cleaning , 24-inches and smaller
Sewer Clearzing , 42-inche� and smaller
Sewer Cleaning , All Sizes
Sewer Cleaning, 8-inche� and smaller
Sewer Cl�aning, 12-inches azxd str�aller
Sewer Siphans 12-inches or less
Sewer Siphons 24�inches or Iess
Sewer Siphons 42-inches or less
Sewer Sipk�ons All Sizes
Trauspo�-fa#ion Public Works
Asphalt Paving Constructiot�/Reconstruction {LESS ZTIAN 15,000 square yards)
Asphalt Paving Constructian/Reconstruction (I5,000 syuare yards and GREATER)
Asphalt Paving Hea�y Maintenance ([JNDER $1,000,000)
Asphalt Paving Heavy Mai�atenance ($1,000,00Q and OVER)
Concrete Paving Construction/Reconstruction {LESS THAN 3 5,000 square yards)
Concrete Paving Cons�ction/Reconstruction (15,000 sq�zare yards and GREATER)
Roadway and Pedestrian Lightiug
CITY OF FORT WQRTH W52 to WS3 Pressure Plane Transfer
STANDARB CONSTTZUCTIOt�I SPECIF'ICATION DOCUMENTS City Project No. 01468
Revised December 20, 2012
00 45 13 - 4
BT17T7ETt PREQUALIFICATIOI�I APPLICATION
Page 4 of 8
1. List equipment you do not own but which is availabl� by renting
DESCRYPTION OF EQUIPMENT NAME AND DETAILED AI3DRESS OF OWNER
2. How many years has your ozganzzation been in business as a general contractor under your present
name?
Lis# previous business natr�es:
3. How many years of experience in construction work has your organization
had:
{a} As a General Contractor: (i�) As a Sub-Contrac�or:
4. *What projects has yout' organizatian completed in Teacas and elsewhere?
CLASS LOCATION NAME AND DETAILED
CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFTCTAL TO
AMOUNT WORK COMPLETED STATE WHOM YOU REFER
*Yf requalifying only show work pe�ort�aed since last staternent.
S.Have you ever failed to coinplete aa�y r'vor� a�varded ta you?_
If so, where and r�vhy?
b. Has any officer or owner of yo�u- organizatian e�er been an officer af another organiza#ion that failed to
complete a contract`?
If so, siate ihe name of the individuaI, other organizatian and reason.
7.Has any offcer or awnez' o��our organization ever failed to complete a contract executed in his/her
�ame?
If so, state the name of the individual, name of owner and reason.
CITY OF FORT WOR'I'I-� WS2 Yo W53 Pressure Plane Transfer
S'rANDARB CONSTRUCTION SPBCIPICATTON DOCiJIv[ENTS City Projecti�a. 01468
12evised December 2p, 2012
404513-5
BIDDER PIZEQUALIFICATION APPLICATION
Page 5 oP 8
8. In w}�at oiher izzaes of business a�re you ��ancialIy interested?
9. Have you ever performed any work far the Ciiy?
If so, whan and to whom do you refer?
10. State names and detailed addresses oiall producers from whom you have purchased principal
materials during tlae last three years.
NAME OF FIRM OR COMPANY DETAILED ADDRESS
11. Give the names oiany afFliates or relatives currently debarred by the City. Indicate your relationship
to t�ais person or fi�xx�.
12. What is the consfruction experiex�ce af the principal individuals in your organization?
PRESENT MAGT]I'1`iJDE
PQSITION OR YEARS OF AND TYPE OF iN WHAT
NAME OFFICE EXPERIENCE WOAK CAPACITY
13. If any owner, officer, director, or stackholder of your firm is an employee of the City, or shares the
sazne household with a City eraployee, please list the z�anne of the City enapIoyee and tI�e re�ationship. In
addition, list any Cfty employee who is the spouse, child, or parent af an owner, off cer, stockholde�•, or
director who does not live in fhe same household but who receives care and assistance froin that person as
a direci result of a dacurnented medical condition. This includes fosier children or those related �y
adoption or marriage.
CIT"Y OF FORT WORTH W52 to WS3 Pressure Plane Transfer
STANDARD CONSTRUCTION SPECIFICATTON DOCLTMENTS City Project T�Io. 01468
Revised December 20, 20 T 2
00 45 13 - 6
BiDDER P12�QUALIFICATION APPT.TCATION
Page 6 af 8
C�RPORATION BLOCK PARTNERSHIP SLOCK
If a corporaiian: If a partnership:
Date of Incorparation State of Organiza�ion
CharterlFile No. Date of organizatian
President Is partnership general, limited, or registered limited
liabiliiy partn�rship?
Vice Pres�dents
Pile No. (if Limited
Partnership}
General Partners/Officers
Secretary Limited Pariners (if applicable}
Treasurez
L�TED LIASILITY COMPANY BLOCK
If a corparation:
Siate of �ncorporation
Date of organizatian
File No. Individuals authorized �o sign for Partnership
Officars or Managers {with titles, if any)
Except for limited partners, the indiveduaEs listed in the blocl�s abo've are presumed to have iutl
sig�ature authority for your firm u�less otberwise advised. SLould you wish to grant signa#ure
authority for additional i�adiWiduals, please attach a certified copy of the corporate resolution,
corporate nninutes, partnership agreemen�, power of attorney or other [egaI documentation whic�
grants this atithority.
CITY OF POKT WORTH WS2 to WS3 Pressure Plane Transfer
STANDARD CONSTRUCTION SPECIFICATION DOCIUMENTS Ciry Project No. 01468
Revised December 20, 2012
004513-7
BTbDER PKEQUALIFICATION APPLICATIpN
Page 7 of 8
14. Equip�nent
$
TOTAL
BALANCE SHEET
ITEM QUANTITY ITEM DESCRTPTION VALUE
]
2
3
4
5
�
7
8
9
10
11
12
13
14
15
16
17
18
19
20
2�
22
23
24
25
2b
27
28
29
3b
Various-
TOTAL
Simitar types of equipment may be tumped together. If your firm has more thari 30 types af equipt�ent,
you may show these 30 iypes and show the remainder as "various". The City, by allowing you to show
oc�Iy 30 types of equip�aaen�, reserves the right to request a complete, detaiied list of all your equipment.
The equipment list is a represenfiation of equipment under the control of the firm and which is related fo
the type of work far which the firm is seeking qualification. Zn the descz'iption izlclude, the manufacturer,
model, and general common description of each.
CITY pF FORT WORTH WS2 to W53 Pressure PEane Transfer
STANllA1217 CONSTRUCTION SPECIFICATION DOCUIvfENTS City Project No. 01468
Revised 17ecemher 20, 2012
004513-8
BIbT7ETZ PREQUALIFICATION APPLICATIpN
Page 8 of &
BIDDER PREQUALIFICATYON AFFII?AVIT
STATE OF
COUNTY O�'
The undersigned hereby declares that the foregoing is a true statement of �he financial condition of the
ez�tity herein first named, as of the date herein first given; that this statement is fox the express purpose of
inducing the party to whom it is submit�ed to award the submitter a con�x'act; and that the accountant who
prepared the balance sheet accompanying t�azs repart as well as any depository, vendor or any other
agency herein named is hereby aut�aorized to supply each party with any infarmation, while this statement
is in force, necessary �o verify said statement.
, being duly sworn, deposas and sa�s that
helshe is the af , the entity
described iti atad wriicr, exeauied the foi•egoii�g statenaez�t that he/she is familiar with the books of t�ae said
entity showing iis financial condition; that ihe faregoing financial statement talcen fronn the books of the
said entity as of ih� date thereof and that the answers to the qt�estions of the foregoing Bidder
�'requalification Application are correct and trae as of tbe date of this afF'idavit.
Firn� Name:
Signature:
Sworn to before me this
day of _
Notary Public
Natary P�blic must not be an afficer, director, or stoek)�older or relative thereaf.
CITY OF PORT WOItTH WS2 Yo W53 Pressure Plane Transfer
STANDARD CONSTRUCTION SPECIFICATIOI�I DOCUM�N`CS City Project No. 01468
Revised December 26, 2Q12
00 45 26 - 1
CONTiZACTOR COMPLIANCL V1�TH WORKER'S CO3v�YENSAT70N LAW
Page 1 of 1
1 SECTION 00 4� �C
2 CONTRACTOR COMPLIANCE W;[TH WORKER'� COMPENSATION LAW
3
4 Pursuani to Te�s Labor Code Section 406.096(a), as amended, Contractor certifies that it
5 provides worker's compensatao�z insurance coverage for all of its ern.ployees empZoyed on City
6 Project No. 01468. Contractor fuitIier certifies that, pursuant ta Texas Labor C�de, Section
7 406.096(b), as a�nended, it will provide to City its subcontractor's certificates of compliance with
8 worker's compensation coverage.
9
10 CONTRACTOR•
11 �i//�a��v �'sS'e.�oE. %�� �`ra� c�✓�a�
�2
13
14
15
Ib
17
�i�s� �'�'��s��s�r� ��..P +m� By: fr��ea ����/�%
Company {Piease Prrnt)
_�� ���r 4/���� _..—
Addrass
Signature: � ,��'
I 8 /�i � �� i �1� _ �.a'p6f" ���i'� Title: � � v �
19 City/State/Zip (Please Print)
20
2i
22 THE STATE OF TEXAS
23
24 COUNTY OF TARRANT
25
26 BEFORE ME, the undersig�ed autl�ority, on thzs day personally app�ared
27 1'�,r�,��, ��,{ ��i , known to m� to be the person whose name is
28 subscrzbed to the for moe g znstrumen�, and acknovvledged to me that he/she executed the same as
29 the act and deed of �y ���� for the p�rposes and
30 con�sideration therein expressed and in the capacity therein stat�d.
31
32
33
34
35
36
37
38
39
40
N1�111�41r
Q pa� p�� y MICHE�.B S LA�IKF��L
§ �a, � t Idai� Public
§ �- ��,�, �� srnfi� o� �.�ns
�,� ofi,� �Y � ID � #� � •26ax.�
GNEN UNDER MY HAND AND SEAL OF OFFICE thzs ��i day af
� ._—, 20�J
�
Notary Pu �ic in and far the State T�xas
END O�` SECTION
CITY OF FORT WORTI� .
STANI7ARD CONSTRUCT30N SPECIFICATIOI�i DOCiJIv1�NI'S
Revised July 1, 2011
WS2 fo WS3 Pressure Plane Transfer
City Project No. 41468
00 45 40 - 1
Business Equiry Ordinance SpecificarioRs
Page 1 of2
SECT�ON 00 4� 40
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-- 48 -
TEMPQRARY REVISIOl�- (COVID�19)
Business Equity Specifications
APPLICATION OF POLICY
If the total dallar �alue of the contract is greater than $100,000, then a Busin�ss Equity goaI is appiicable.
A Business Equity FNr�nas refers to certi�ed Minority-, and/or Women-, owned Business Enterprises
(M/WBE).
POLICY STATEMENT
I# is the policy of the City of Fo�rt Worth to ensure the full and equitable pa.rticipatian af Business Equity
Firms when applicable, in the procurement of alI goods and services. Atl requirements and regulations
stated in the C�fy's currez�t Business Equiiy Ordinance No.24534-1 1-2020 apply ta thzs bid.
MBE PROJECT GOAL�
The City's M/WBE goal on this project is ] 4% of the total bid value of the contract (Base bid applaes to
Parks and Communily Services).
COMPLIANCE TO BID SPECIFICATIONS
On City contracts $100,000 or more where a Business Equity Goal is applied, offerors are required to
comply wifh the intent of the City's Business Equity Ordinance by meeting or exceeding the above stated
goaI through one of the fo�lowing methods: 1. Susiness Equity subcontracting participation, or; 2.
Cammercial useful functioQ services performed by fhe Basiness Equiiy Prime ta count towards the
goal, or; 3. Combination of Business Equi�y Pwi�e services and Business Equiiy subcontracting
particxpatiob, or; 4. Business Equity Joint Venfure participa#io�, or; 5. Good Faith Effort
docuinentation, ar; G. Prime Waiver docu�nentation.
SUSNIITTAL OF RE iTIItED DOCUMENTATION
The Utiiization Plan shall be due at the tiz�e speci�ed in ihe solicitation. The applicable documents t�aust
be received by the Purchasing Division, within the time allocated, in arder for ihe entiY'e bid to be
considered responsive to the specificatio�as. The o.fferer shall EMAIL the Business Equity docume�tation
to the assi�ned City of Fort Worth Project Manager or Department Designee. Documents are to be
received no later than �:00 p.m., on the second City business day after the bid opening date,
exclusive of the bid apening date. A faxed co wiIi qot be acce ted.
The Offeror must submit one of the following documentation:
1. Utilization Form, iithe goal is met or exceeded,
2. Good Faith Effa� Fornt and Utilization Form, including supparting documentation, ii
participation is less than stated goa1, or no Busizzess Equity participation is accom�Iished,
3. Prime Contractor Waiver Form, including supporting c�ocume�ttation, if ihe Oiferor wiIl perFonn
a�l subcontracting/supplier oppartunities,
4. Joint Venture Forn�, if goal is met or exceeded with a Joint Venture.
These forrns can �e found on-�ine at:
Business Equity Utilization Form
h s:lla s.%rtworthtexas. ovlPro'ectResources/Kesot�rcesY/6U%20-
%2 0M WBE/NE W%o20Business%20Ec�uitv%200rdinance/113usiness%2QEquitv%2DUti lization%20Form.
�F
CTTY OP FOKT WORTH
STANDARB CONSTRUCTTOT� SPBC�FICAT101V DOCUMENTS
Revised 7une 9, 2015
W52 to WS3 Pressuee Plane Transfer
Ciiy 1'rojecf No. 01468
ooasaa-a
Business Equity Ordioance Specifications
Page 2 of 2
1 Business Equity Pru�ae Contractor Wai�er Form
2 hrips:!/a�ps.fortworthtexas. ovll'ro'ectResourceslResoi.ircesP/60%20-
3 %20MWBE/NEW%ZOBusiness%20E�uit,y%200rdinanceBusiness%20EaUit,v%24Prime°/a20Contractor
4 %20Waiver,pdf
5
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I8
�o
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Business Equity Gaod Faith Effort Form
https:,`/a�ps. fortworthtexas.�ovlProjectResources/Resources_P160%20-
%20MWBE/NEW%20Business%20 ui /o200rdinanceBusiness%20E ui %20Good%20Faith%2dEf
fort%20Form.�df
Business Equify Joint Venture Form
h s:i/a s.fortworthtexas. ov/Pro'ectResources/ResourcesP/60%20-
%20MWBE/NEW%20Business%20 ui %200rdinanceBusin�ss%20Equity°/fl203oint%20Venture_pdf
FA�LURE TO COMPLY WITH THE CITY'S BUSINESS EQUITY ORDINANCE WILL REST]LT IN
THE BID �EING CONSIDERED NON-RESONSIVE TO SPECIFICATIUNS.
�'AiLTtJRE TO SUBMIT THE REQUTRED BUSINESS EQUTIY DOCUMENTATION W�LL RESULT IN
; �� �� s��u eor�a���� r�or� :�;��rl����. a ����r�B ���: �.� ��r�,�, �sui.�� �� ���
OF�'EROR BEING DISQUALIFIED F'OR A PER10D OF ONE YEAR. THREE FAILURES �N A FIV�
YEAR PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF TIIREE YEARS.
Any Questions, Please Cantact The Business Equiiy Division at (817) 392-2674.
END OF SECTION
C1TY OF FORT WQRTH
STANDARD COI�TSTRUCTION SPECIFIGATEON BdCUMEI�T5
Revised 7une 9, 2015
WS2 to WS3 Pressure Plane Transfer
City Project No. 01468
OU52�3-1
Agreemen[
Pxga t af5
���i��z� 0� �� ��
A.GREEIVIENT
�'IIH� t���+ EI�I�', an�aorized on �/9�Is�b „T_is rr�ac�e I�y anc� �.eiween tlie Cit,� oi Fortli
Wortli, a Texas hom�e ruie snu�icipa�ity, a�ting �y and througIt i�g �[uly aUtlioriz�d City Ma�iager,
{`c�j�y°'), �c� William T. Scliu�tz, Inc. dha Circle C Constraciion Company, �uthDriz� tA i�Q i7�1S117t�5S 172
Td�s, acting�6y and�throagh its �uly a�tthorized�i`epreseiitativ�, (`°Co�txactar"). -
Cify and Conir�.ctor, in considez�afio�z of the mutual covenants faereina�er set �orth, ttgree �
�altows:
t��icl�+ 1.'47V�1�
Co�afr��or shail �ozrtplefe all Wor1c as speci�ied ar in.dic�t��i in the Cont��act ➢vc�ez�ts for thc
PraJ�ct id�n.ti�ed�herain.
,�l.�iicY� 2. P�d.�,TEC`�"
Tkte prajact far W��clx the �arlt under t.�e Coz►�i-act Docur�en�is znay be #.�ie whol�-ax onIy a pt3t-t is
gei�eraily c��s�rlbed as £oltox+s:
��,st�ide.2_to '9Ve�tsxde 3 Pre��urE_lPia�n.e �ran��er
���r-:P�o�e�t 1�e..Q14GR
Arlicle 3. �O�i'�'RACT F�CE
City: agreas to pay Cantr�ctor �or p��onz�anae ofthe ifi7ork in accordax�e� �+z� �1ze C.ozitraet
Dacutn:eu� an �.tn.ot�nt, iit curi�ent fiauds, of 3e�.e�M��ian,Sev�n Hu�cii'ed Tt�ai���Fo��.Tlaq►�saz�r�
....
,Tw�I�e Do��rs aati�T�!et�1�� ��iv�:ae�ts.(��7y7'24,Q12.25). .. . . .
.��cle 4. CO�V`T��,CT 7E'�IY�C
4,1 FinaI Aceeptance.
'F'l�e Work wili he cor�a�lete for. �ina� Acc�,ptance �riihin �4i} .days after. tl�e date �rhen t�ie
Contraot Time cazn«�ter�o�s io x�, �s pi•ovide.d in Paragreph 2.03 o�the Gen�reil Condii�ons,
p�us �y exi:e�sion tl�eie�f �I�owed in accardance �cv[th Artiaie �.2 of t�e G�ns��
COI1f�1.Y:102[S.
d.2 �,1{�Uid&t�ci.I3a�18g�S
Ca�fraatox xecog�izes i��t titne is o,�'the-esser�ce �ax oozap�etio�p af Milesi;oues;. �f'at�y, arzd
to achie�ve Fit�aI Aece,�tanee o��i� �prk and Ciiy wi�l suf�'er fina�.cial. loss �'the Wpr.k is
not �9mpieted vs+ithin Y�e; ti�ne{sj speci�ied in F�arag,��ap1� A�,1 above, T'he� Can�ra¢tor �Iso
r�ca�iz�s t�� deIays, expanse aiid diffoulties involvet1 iiz�. �rov�ng � a�egal proce�dir�g,
the aciitaI lo9s suffered by the City i,�the Work is unt r.�mpleted oi� iime. A.cctiz`diizgly,
:inat�a:d of xe,c�ui�ing �►y sucb. piraof, Cank�cic�r �.gi�� that as lic�uidated damages fnr
d�J�y (but nat as � panaltY), Cont�actor �h,alt pay Gity �i�.�T`wz�'ed_.T�?�th�r.�'ive.Do,11�s
($6.2S.Q0 �ar eac�x day �at exp�res �fter the tima spesi��ed i�: P�xa�pli A�:l �for 'Final
�cceptanc� �niii t1�e Ciiy zssues ihe Final Lette�• a�Accep�ar�ce.
Art�s�e �. G��ITRA�.CF D��iT.il��ii'�
5.1 CONTENTS:
A. "�1te Conti'�cl Doc�ne�ts wi�ich aomprise th� �1�tire �e.ezi�esit betwee� Czty au;d
Cozittaatcrr concernin� fi�� Work consist of tlie fol�vwing:
crrY oF �or�T waxr�
STr1id[1,ARD CA%[3T.t<UC'1'[U� I S��ClFiC6.TIAId A.00iR�+l�TFfS
Rayiser� A91b6/2[ll9 flllD�i�JI�i3MNo. 1
WS2 to W.S3 i�re�sure P,lane �unsf�r
CiEy Prnj�ct Na. 014G8
aa s� a3 - x
a$recrriax�
Page2 ofS
� . T�aiS ,A,gi'eez�11 elit.
2. Ai�ac}�aments ta this Agreetiieri�:
a.. Bid Forixi .
1) �'ro�osa� �o�n
2) Veai�o�• Caztt�ifia�tce �o �t�te 'L'avv Non�Reside�n# Biild�i�
3} Frequalif�ca�ion. Stat�ment
�-} Sfiate and Fec�eral docume�its (�f•aject spe��cJ
b. Cur��aant Pr�va,�i�a.g VV'age Ra,�e T�hle �
a. Insuranae ACOAD Fairm(s}
d, Pay.inent Bond
e. 1�erfortr�ance Boiid
f. MainEtez��nce_.�Bond
g. Power af At�oriYey fd�t f.�e Bouds
Ii, Woriter'� Conipensafiion Af�i�avit
z. MBE and/ar SBE Utili�tzan �'oz�n
3. Genez'ai Coud�tia��s.
�. Supplsme�iai}+ Conditions.
�. Speaific�tions specifc��ly iia��le a p�ri of tlze Contiract Documents by attachment
olr, if noE �ttached, gs �ricorpora�ed by reference aud ciescribed if1 the T�.b�e of
Con�tents o�th� 1'raject's Coniraot Do��ents.
6. Dz�wiugs.
7. A�ddenr�a.
f�. Daaume�tatzon suiamiti�d by Gontractor prioi` to l�oiice of �w�rd.
9. The fol�owiiY� whieli n�ay be deliver�d o� zssued af�er the E-ffective Date af the
Agraemant �nd; if issued,'b�eQme �n it�cQrporat�d pa�-t o�the Ct�nheaot Dac�ents:
a, Notice to Proceed.
b. Fie�d Or�ers.
c. Ch�zzge �'xclers.
d. Le�tEi Qf Final Aocept�ce.
�r�i���; �. Il�iDE1�lI�'ICAT�ON
I.�
-�ont�rac#o�r cavenants .and` ���r�es ta iuc�ernn�fy, hold h�wles�.an� ��1ei�d, a�t: ��s n�m
e��e��e,, �fue� cfty, its u%�ce�s, s�rvau� ar►d �eim�i��ees� �ana �ni� agaiust :a�� ��1 ��
clai�uns ax��ag out n�F� QI` ����gEt� t0 11I�18� .fltl� t1E� �ZiC R'OlI`�€ �Ili� �Cli'�ii�C3 �O �S ]lL'�O�ll�(I
b3� #i�e co�atr�cfv�, iis a�'icet��, .�gents, e�plo,y.ees, sabconfi�ctors, 1ai�enses or >iuvitees
l�JCI[ISi' tITl.9 C�IIfLACt. .T�� inde�nni#i���a��n�:. _�vai��o�:=i� .�n�ci�"ical�i�� i.r�tend�d to. a_.i►�r�t�
CITX O� FORT �'OitT#i� WS� !o WS3 Prr,�s�e Plaqa Tr�ii�fer
9'iA1QDAILD C'Q�STRiiC�`iDI�J SI'�CiPIC:ATiON AO(:ii1�i13A1TS: Ci�y Pro,�eal �Iu. 014b,$
Ravise�i Q9146�12019 t117D��M Na. i
cost�, e�cp�i�s� �ud �egal fees incu�reii'by-ihe ci�y im d��nding a��in�t such claim� aiad
causes o�a�tian�s.
flU5243-3
Agrcem�nt
Paga3 of5
�,� �a�t�e�o� s.�er��anfi� �nd agxee� fim �nii.ea�nify �d hnl� hai+�nle�s, �# its o�e expea�e,
��a� eity, its o�c���, ser°vaae� aua� emp�u��es, �'mnm ana�l a�a�s� �y te�►d a�l ln�s, daei��ge
�r d�fis��#ia� �$' pro��� of tF�e �i�y, arisi�g o�tk o�, Q�� a��r�ged �a arise ota�.a�`� �`t� w����
�nd se�ice� to be �epfoxmied ]�� i�i� soptr�e�o�, itr� affi�ei�, a�ents, ��n.pla��s,
subaon�aeiQ�, lic�vsee.� or �a�i��� iu��ea• t�i§ cna�irac� �'his� �uud�tmlwitiea�3� .
��i��e i. li�ii����.,t41��Y7S
7.1 �'e�s.
Tar.ms used in ti�is Agree�.er�t ��ia#� a�e d,ef��t� in Ariiale 1 o�t1�e Ge�eral Cazzdit�ox�s �I�
hav� the �ze�ir�gs i�dica�id in th� General Cond'rtions.
7.2 Assignrnent of�Contract.
T1�is i4greer�asni, incIuding aII o�' #3fe Crntf�•tict I?ticur�eiits ii�a�r uat be assi�ned by �h�
� Can�ractor �vithout the adva�c�ci e�pres� ��ritten cciz�se:�t af �� City,
7,3 S�tccessars anc� A.sszg�s.
City �zd Con.kcaEtvr �ach binds itsel� its pa,trtt�ets, at�c�essors, assigas aiid Iega.l
repiesent�i�ves to �fie ot�er par�y hereto, in respeet tfl a1i covenants, ���eemenis and
abligatio�ns at�n�ed z� �kie Cozitz�aa� Doctun.ents.
7.4 Se�rerability-
1�n� �rovislon or part of ttze Coni�aat Do�umen�s �i�l�i tn be x�en�stitutioiaal, �raid ar
u�i��fai•ceable �iy a aour� af comp�t�nt jru`isdiction s�all be rie�,m�d sf�icken, a�ad aT]
�remaxning �irovxsiviis �I��11 cQ�tixiue to b� valid apd bindin� upoi� CITY a�.d
CONT.�t.�.CTOR
7.5 Gaverning L��� a.�d Ver�z�e.
'�'his Ag�raeen�en�; inaX�dittg sz�t o�' the Co�.t�act Do.cuxaeitts is �e�f'ormabie in the State �f
Tex�s. �lenue sl�all d� Tai�anC Cot�s�ty.., �exas, or tlie Unitecl Si�tes Dist�ict Co�tt� °for th�
N'oither� Disteie� afTex�s, F�ni�t'�1Vnrth Division.
7.� A�u�arity ta Si�n.
Coi;traator �h�all atta.ch evide�ce of ali�lioi�it3+ to sigii A:greemen� if signed by �o�nepn� o#lier
th� �tha c�ul;y ant�qz�z.�d siguatoi3r of �ie Cohiraetor,
0
7.7 �rohibi�ion C?n Cvi�'acts With Compania� Boy�ott�g Xsi`��I.
Contractor aei�a�vledg�s that in =a�co�r��,pice w�th Claapter 22'70 af tHe Texas Gvvartu�ent
C.ode, tl�e City is �a�ohzbzted from enesring it�to a contra.cf wi#h a�ompari�+ far. go�ds or
s�rYices unIess the caa�[xaat co�tai�s.a writ�en v�ri�c�tio� fz'am th.a c�in.px�ay ihat ii: {1)
daes not boycott Israel; aiid {2} vvz1I iiot �ioycati Israet during th� term of the co�,ii�ict,
C171' A� �Q�ZT WQitTH
3�'k7NI3r�iib CQNS'i'�UCIIrE)N Sp��T�TC�TTON DOCE1�Mf'sNTS
R�vise.d 0910G12079 ADD�f+fD�7Iyril�io. I
V�2.Xo �f!33 PieSsure Ple�ta T�nqs��r
City I�rojecl-1Qo, OI4�8
R
�
y.�... �v�.rr-r •r-n: ,�-� =� »�,�- : �. . .. '.. �:.� . _ - -..-.. «r.». ...:..-- -., - � ..� . . , „ - -. _ .,. _, �- . _ .- ... . - . - . . ... .�.. . -�-'-'- .. . ,. . .. .
OD5243-4
Aprcenrl'ent
Yagc 4 oF5
The te�ns "boyca� Is�rael" �id °tcor'ripany" shall h�ee th� rneanings asc.�zbed to :th4se te�s
in 5eciian SO�.U�I of tlje Te��:s Govarz�znent Code. .�y sa�nin,� t�ii.s �orat'x°or�, �'or�fra��gr-
�e�fa;�%s �'hal. �n�a�°�xefo�'s �fg�aairrre p�pv�,��s wri�eta v���culio€a to if�.e �afy, #.�aai
�or8tti�act��: (�} dn�� tar�� �ioycott Isr�ed; ran�i (2j �uil'i �a� bvy�o�'� Ist�ael a'it�i�t�:i�a�e t��a n�'
���� contrmc�
7.� Tm�mi�ra#ian Na�onality A�t.
Cont�actar shaI� verify th� �tdezii:ity atid emp'Ioy�qaent elilaibi2iiy of its e�ployE�s w�o
pet�aritn worlt �nd�r this Agreemar�� i:tasluding completi�a� the Employrnsxat Elz�i�ili#j+
Veri�taation Foftin (I-9}. IJ�on request by Gity, Contrac3taz� stia:ll provide City r�vi�'i �opi�s vf
.ail I-9 fot�ns and suppo�fiixig eligi�,ility docu��te�iatzo� for eaala. employee whc� perfot�s �
wark under�thzs Agreem�z�t. Contraator s1i�ll a�ere to all �eders( and ��nte i�ws as ��r�li as
es#a�iiish �ppropt�iate procedures and eontrols sa that �za sefviee"s �i�l be-�erformed b� an.y
Contrac#or e�playe� yvl7o is �not �eg�Tly elfgible to p.er�on��a such �ervic�s.
���I`.�'�.C�'OIB, ��LL YIYIDE�IFY ��'Y A�TD ��I,�D �'� I�AR�:I�S�
�+�&.OTr� Al�I�.'� P�+ N,�I��'�S, �.,�BII.�d`ILS, Oi�. L�S��� Y)lU� TO �UL�,�'IQ�T� �F
�['HII� �.'���PII >�X CO�;TRA��.'O�t, �Q�Pi�'�l.�T��'� �M�q.'�C)YE�+ S,
�U�C(aT�'1ZA.�T��iS, �G��ITS,, �R I.][C.E�ISEL�. City, �pon writ�en �3�ot�.c4 to
Contr�ctor, �hal� haue the ri,�ht ta imm�cliately termin�t� tl�is �gre�na.e�it for violatio�is o�
fi�lis pirovision by ContrackaY.
7.9 �Ta Tiiird-ParEy H�ne�tciaries.
Tlais Ag��ei�ent �ives i�o rights c�r benefits Yo anyone afh�er than �e Cit,y auil the Cnntrt�ctor
a�d fhare are �o tYiird-Pa�ly beneficiari�s.
7. � 0 No Csase �of Action A�ainst En�ii�eer.
Con�ractor, its subcont�'actalrs and equipznent:and inatex�ials s�ppli�rs an thg PRO�E�T or iheir
s.u:reti�, s��lll rn�tai� �no direat aakion a�ainst the Eiigi�eer, �ts affi�ers, �ii�ployees, and
subeoiitracto�s, for �y csia� �sing out o�, in c�nn�ction with, or xe,s�tiiig �i-oiin #he
��5�eering set�vices pei�k'ormed. Oizl.y the Cifiy walI be �he beneficiary ti� a�y tiiide�a�cin� by
th�: En�inee�r. Tli� pre�ence ox duiies° of the Eiigiize:�'r's �:e'rsor�lel afi a cc�nsirr,ictiti:n site,
wfiether as ori-si�e re���sentatives or �t�erwise, da naf make fihe Engiri��x Rt i�:s pez>sonriel
i.n a�y way resp��nsible for thase dutzes #�t�t bela�� to the City andlor tne City's �onstruc�ion
GQAtL�GtO�'S �I� o�lzer entzties, and da no� reIieve the consEruction coni�actars or any ather
e�taty o� t�lxc�ir obligatio�os, duii�s, and responsibilitiss, irialu'tling; �iui tic5t litnifi� to, a31
cans'�iuctian method's; rn�aus; tep�i�iques,. �egua�xces, attd pxocei�ur� n:ec,essary for
coardi�a�iug a�d aaz��la�i�ag ail po��ions of ihe �o3�stiva�iot� �ark ir� acc�rdauoe vvi�h th�
Contract Dootiments ��d az�:y �xeaItlx or s�fety pi�ecaations re.qui�c�d �Sy suoh cons#Iuctian
vvoi�. The Engin�er and s.ts '�er�anrtel h�.ue no authoriiy #o ex$rcise af�y contCol ov�r �
con,�#�uction contractar ox ather eritity. oar'f��,eit� e�ployees in ea���ctia�� �wit�► their�wo�k p�r
atay �eal�h ar s�fe�:y prec�utio�s.
SIGNATURE PAGE '�O FOLLO�i
CITX OF FORT }iIORTH WS2 to W531'ressure Plane Tinns�er
3TANDAR�l CbN51iiC1C'['�ON SP,�CIFICATION r30CLTNiEN`f5 Clry ProjeoiTia. OI468
Iteviged 09(OfilZpI9 ADDEbj[)iJtJf i�fn-1
oosza3-s
-Agreenseut
Page 5 af S
II�T V�'TNBS� VJIlEREOF, City ant� Coiit�'actoa• have eae� exeauted this Ags;e�zottt to Ue
eff'sctive �s of ti�� dafe subsaribecl Uy tl�e City's desi�a�ted Asszstai�t City Iv.�at�agei• ("&ffective
Date").
Cantraol'ax; 'Ujfiltiam .i. Schults, �c. dba
Ciurcle C Constrttctian Company
By: _
CICjJ O�Fbi'C'�l�Ol'i�!
`
., �
...��- - - -ti -_ . . ., .... _ _ �.... - -
. . . . . . . _�..:. .. . . .
.,_: ��na ec� ..... . - .. . -- :• 1�tt�a��,r�'do`.�f"", . .
-. Assisfat�ti City Mtiva�ei•
Te�'esa.S.. Slce�l :..._., .--. ..-. _,�: --::-� Au 13, 2021
`�'i��d' .ame � � . .. g . �...
���fe - -- ..
Prasidan.t _ ..�
_:.. ..,. _...._ ..,...z. ._,.,_;..
z � . . . . .. . . . . . Attese:
5U0 W, Tratwuell � j/�
P. O, Box 4Q328 �'�� �
`� �e S - �--.: . .. n . —�...� - - - _�
I,?Dtt WOf#�, � i����i _ _
�'�ify' : �a e • p ..- - . _ -_
.._. _. . . _._. .._. . -- � .... . ...::. ..
. .-. ., � ... : . ::
a a --� �-
� _
flCIIliIil1Si]�at�nxx ofthis capisacfi, ivalu��
ensuring aI1 parfo��an.ce a��d r�po;ting
xequixe .�[s.
J�� ��._."'.'4' __
. ... . ' „"' �z",. ���'-:vy :. _ .. • .
�1 OI QIl .. -_-- - 'Y.:��: - . — �. ..., � . ..
Projec� Manap;er, Wxter Deparl�nent
♦
��" � ��, -, ,�.
� , E �`..�,i a" � ��``-.�;
(Seal) �.,��°� .....,, �1 ��.*
� :;� ,°`� ��''� ' �;,�;
M&C: ��"..��- .��. . �:� x�� ��,,� : t�.`
Dat�: ,+�, .,m. . _ � � �� = d�:
Fat�xn 12 5 No::, ,. '�'; �..-y- '_"�"�-� :,�;
- . '� '•; � :°���.
Con�z��ct Co�np�iance MauAger: �';�:'--�.... . ' �, .
-. ,,.. .. •• r �; `.
Sy si�niti , Y ac�owledge ���t I au� tha �ersc�n � .� � -� �:� ^µ��`. �
res ouszb�e tor t�e nao�xitoring and • •
A�pro�+�.a1 as to Farm nnd �,e��.i�ty;
�I
'.T�bu'glxs` - _ •� ` - . , _ .. ,: . .---�-�.-w.�
Assistant City Aftoi��e�+
A�'E�I�OVAL Ii�CO1Vff��ENDLl7:
.�/�ItD���Y h�R�� .
r� ..v+'�•�•`i�'y2$� .C.4frl.lLiPii�� .C.L'. '.w..�. .:t.i.,,.T-_=`,,�-Yc--r
D �e.ctox; W�t�� D��arimant
CPl'3� OF FART WO�LTFJ
�'p11�lZ7,Ali1] CONSTRi]CTIqN SPBL�II�CA'CfON DOCUMN�E75
�iovised U9/Q6J2R14 ' � 11DI3RAtDL1MNu. I
��/�f �k �'� �
�VUZ �� �Ij�':I .�.�f.'v4fifE���dfill� Ck��yJl�{.
Gitv P[njeeti+l«. n1rtfiH
�
0
�obt�3-�
PERFOKMANCE BC1ND
I'��e 1 of2
.
0
I
2
3
4
5
6
7
S
�
BOND NO. TXC6133�5
SECTi��i Oti 6113
PERFOR.Nir�1R3CE BOI�
�'HE ���7`� [}� 7�`��.� �
� �i3V� �.L Bir.' �'�E�E P���E�i'�'�c
CUU�TY �� �I"�wRI#:�I� �
7'��# ��, Willi.am T_ �_r,��ltz, Inc. dba Circle C Consiruction Company -z �cnowx� as
`°Pri��ipal" he�efn and... ��,�r�hants�andin� Cnm�+, e, utualJ __ , a ca�p�rate
su�'et�(�ure�i�s, i�more t�r� ���} d�.�+ aut#�ori�i ta do �us�tess in ih2 �ia� �f Te�s, �avvz� as
1Q "�ur�" l�z�izi (t��ei�er o�e a� �nore), a� �t�e�d a�d �'trml�� �o�d �tcs ��� �it� a��Q� �c�;, �
l l n�u��eipal �orpor�:tiox� �at�d ursuant �o the I� .:s af �`���, kna�n �s "Ci.�+" l��re�, i� �e p�na!
Seven M�ll�on Seven �undred Twe�ty-�our Thousand
12 sum of, �g _allar�.�nd Twe�t�,+.-�.ve..�ent��.._.—.��...... �ol��'s
13 ($---�*7_724 Q12 25'�* ..�, ��v�Ful �o�ey n�t}i� U�t�d �Pai�s, � be pa�d in Fc�rt'�or�,
14 Tarr�tt County, Texai.5 for the pa�uen: of ��vhich s� vveIl a,�d ��y t4 be �ar��, w� bind
15 aurs��v�s, our haiz��; ex�u:tors, adminisi�stors, suecessars a�d as�ig�as, jointl� �d s�ev����,
16 ii�iy i�y th�se prese�ts.
17 �'����, �he Princi}�at h�s e�ier�d :�i�ta s�:�rta�n v�rit�en cc��� wif� t�e City
18 �wa�'d�d th� 18ti; da.�r of^-- -Mav , 24 21 whi�h C�nt�ac,t i,s hereb r���rrre� �Q a�d
. . :.. _ � 3�
i9 �ade a part h���o�far aIl p�arpas�s as if'fuli� set forth ��rei�, ta fu�:�:r3�i all ma#er��Is, eq�€p�€x�nt
20 �abar and othar ae.��sories d�fi�ed b� lacv, i.0 �.e pro��cution nf�e i�Vc�rk, i�tclu�in� a�y Cl�g�
� I Ord�, as �ovi�es� Pt�r in s�i�l Contract d��igu�ted �'4��t�i� � i� �'�t��d�� � Pr�a�re Fl�qle
22 �C�an���k 4�f�� I't'�i�t Na. �Y���.
�3 �i()�, �"�R���RC, ihe cc�x�ditic�� o��is ablxp;�t�a� is s�ch �at i�t�Z� s�id Pr�r�cipa�
�4 �}a�! fai�hfu�1� perf'arm it o�l'zgai��its ur�tier t�� Gc�z�ir�cE an�# s�all ir� ail r�spect� �u y� �ri;cE
25 �aith?uIJ.� p�r�o�n t�� 'V�at�, it�e�ucling C�ai��e Order-s, r�d�z- '�. Contract� acco;t�i�g to �e p�ans,
26 spe:�ifisation�, a�d ��i�a�-i d��t��nts t��r�zza ref��ed to, a.ad a;; wre11 during an� peri�d �af
27 �xf�asion af i�� Contt�act �zat Ynay be �ti$d a,n t� �art of the Cit�, th�n Ghi� abIag�:�i�n �1 b�
�'8 �rtti F�ee�me n�11 aFic� void, o��rwi5� io r�m� i� fu�i faree �d ��'e��.
��
3�i
3i
i'�::1Yl�i�u I'Cit� i�r7��R, t�t if�y le��l a��t� be �i�� r�n �is Bn�c�, ve�t�r� s�a111i� i�M
Tar�r'ant �aut��, 7`�s ��' i}fe ����ter1 �t�1:e,� Dist��t Cou�t ��rth� I+rorthe� �7i�#rict of'�'exas, �'ari
i��rr�lc Division.
CIfiY OP Fx']�i"UV�OI�'�i
STAbtD;qk@�1 CQNS1'RLTC1`ION SPSCIfTCAi'fO1+i i70CUMEN7f�
ltiesriscd.Taly i, 2a11
�i
V�S2 to �� FresswrffPiatxe Trstisfar
City �,j�ct No_ 014b$ �
I
n
�
0
Gl� 61 13 - 2
P�RI�(iA[viA2�i� ACI�TD
P�ge 2 �t2
1 This �3o�xd is made �c€ ex�c�ie� in ��n�pl%atac,� wr`fh the provisic�ns �f C��.p�sr 2253 afttje
2 T�x�.� Gov�€nrnent Cod�, as amer�ded, .�r�d a�� ]i��ili�.� an t�is �ond �hall i�e det�rn��n�d :t�
3 �ct��danc� with the pro�isio�as �f ��iu s!�#�e.
4 �' tiV�'i'1�E� �i������, t�ePrincipal and #:ia� S��,iy l�a�je iI�NED €�zad ��� EI�
5 1hi� ins��ent by duly au�i�.c�xir�f �e�ts ar�d ��c�rs on t�zs the --- d�y af�,��Y�
6 , ZO 21 .
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9
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A'�-TEST:
����,�� ' �,=�.,
{I'r�cipal} �cr�t�ry Miche �. Lankford
t�i��-ss � tn Princip�i 4 _.µ
_ � �.
� -- -_ . . . ,-_ - -_ --�`-'
�1+it��s� �s tc� �t�rct;�Jahn A. Miller
PRI��IPAL:
Willia�n 7. Schultz, Inc. dba
�.„� ___�.�.�. _�_��...�.. �- � -
Cixcle C Construction Cam,�an�+�_,�,,,
.�.._:-_ _ _ �.,....._�..� � _..
�
B�: _._..�,,l.�a�,�_-�.,..�.t��
S��ature
Teresa S. Skellv; Presid�nt _ _ _
.� � Name a3��! `1'iile
Addr�ss: P. O. Box 40328
Fort _W_o__rth, T}� it� f 4 p. �----
�UR�,TY:
�etc an s $ rn� �ampany (�vfukua�-
� -- - � — - � _ . -.
B�-_ � �_ .�`��
- - -__ �
�ignai�€�[�
Sheryl A Klt�tts. Attornev-in�Fact�.�.�„
IVarn� and'iitTe
Ac�dr�s�:57�0 Westown Patkw�a�r _,._,._,_,
West.Des.� .Qines_. IA 50?;��,.,�.
Tc;lephone �umber_ ; -°{?0 =U7o°_ -$ ? ? ?
'�Na�e: If si�n�sl by � affice�' of th� ��trety �oa�pz�ny, ti�e� r�t�st �e Qn ��e a cert��z� �t�act
fram �e by-l��r� �hc�x�vin� �h.1f� t�iis pei�son has aut�o�ty �o si� �ucl� a�1i,�ation. If
�us�ety's p(iysic�i a�fd��� is di��;r:ent fram its ��Iing �.dsir�s, �a�i m��� be pro�fdeacl.
Tr�e dat� o%t�e bond s�all �.�o� b� prioc tc� t�e d�te lh�: Ca�tract i� a���d.
CITY fJP FE]1tT WO�i'CTi
S'Z'A;N���1RD C[J7�STA7.JCIiC3N SPE(:IrTCATtO�i I3t3CU"t��`N"�'S
Rer�ised ,iuiy 1, 2� 11
WSZ ia i�i S3 t're�at� PFune Tra►�.�fer
Cit�r Prajest �o. �i�68
Db6l i4-1
F21'Y]V�IW1` BOND
Page t a�2
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TH� STATE OF TE�A.S
�CiUN� OF TA�i�tANT
BOND NO. TXC613315
��CTI�3N i�0 �1 Y4
P,��4'NfENT BQNU
�
t',� I�i'1T0'�' A�L B�' T�ES� P�E��N�'�:
§
7 Thai we, :William i., Sc�nitz�nc; db�=�' rc�nstn�ctior� Com�anv _, kr�ow� as
8 "1'�cipal" �t��n, axtd Merchants Bo�ding CQtnp�n�+,_(?+-�„t„?�. . ,�
9 carpor�e �u�i� (suretses}, duly a��orz�d to dt� b�siaess in the �tate of �'�s:> �ot�a a�
io "Sur�t�" h�rein (v�v�t��her es;t� or �►are}, are held and �"�1�+ baund ut�ta #.�te City af Fort �o�-th, a
� l ��zci�ai cr��p��tit�n created �ur�ua.ut to �� l��vs af #he S�a#? of �`��a�, ic�ot��t �"City,> he�ei�,
Seven Million 5ever� Hundred Twenty-Four Thousand
12 in �#fc per�al sttm of Twe:ly��.�,,p,1���-c �n� �'wen..�..etv-Fiv� c-ne. tc Dc�llat's
�3 ($ �*��a7��,.�.����*� --�, Iawful �on�y of �h� United St�t�s, to b� pei� in Fo�t'k��arth,
1d Ta�'rat�# Coanty, Te�xas, for the g�yr���t of w�icl� su3n tiusll �.ti �i'uly be n�ad+�, t�,� binti oursel�+e�,
our h��, �x�cut�rs, adrni� i��i �.ic3rs, suc�5s.ors .a�d a�si�ns, j�i�t�.y �ue1 se��rall�, f��y b� �k�es�
�t�s�afi.s:
17 �Y�T�t�v, Prirzcipal h�s �nte�e,ri zntv a c��ain w�it�n Cq�t�t'�ith C��y, a�ar.ded tt�e
1� 18th. d�.y c�f MaY. ., 20-2�- �, vt�hich Cvntr�a.�t is h�reby re���d xa a�d
19 �ade a pa€t hefeof �or �1 �urpos�� as i� f�liy set fo�#h h�rsin, to fixrnisla a�i �tm�:t�`ials, e�3uipz��at,
�,� labor aa�d crt�.er accesso�ies as c��'��d! by la�v, irt t1a� pros�c��ir�n af the �ark as provideci far i,�
�
21
22
23
said Con�ract aud designated as i�4lestsade .�c� �stsic�� � i'`r�s�r� Pla�e '�"�r�s�pr Ci
�'rai�t N� 4�4��.
NQ'{?{t, �'H�REI�`Ul�, 'I'HE Cfll*il]���OI'� OF' 'I��iS t?FJ�T..1���'I`ION is 5uch tl�at if
24. �'sinci�al s�all �ay �ll �nc�na.�s o�rin� �o �ty (�xd a11) pa�rn�t bond benefi�:ir�.ry (a� de%�+d �
25 Chapt�r 2253 of thc Te� G'rov�rnm�nt Cod�, ss a�°�.dl�) in �e prr�secu�ian of fh� Work �dsr
25 t�e Cat�t�ct, then this a6�i�� ��n sTaall �e a:�xd becs��x�e n��11 snrl va�d; o�Zerwis� t� �'��ua�, in i'u11.
27 force aad ef�ect.
28 'Tl�is band is znade and e�ecuted in comgii�� �vi1� th� �ro�i�iaus t�f Ch�a�� �253 af �ki�
�� T� Gov�r�eni Cod�, as atr�end�, and �iI ���;��li�s an �as boad sh�tl be deter-m��! it�
�D �ordaac.e rrrit� the prov:�s�x��s of sai� s�tut�.
�
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CITY DF FOKT W�R'd`!�
S`T.�iDA CtD CONSTRUG'i'IQ1sI Sf'�3Q�'ICATTQb7 ]]O�i]'NI�i�T�
Revise� Juiy 1, �OI 1
VsrS2 to WS3 Yressure Pfane Tt�tsfer
L3ty Projeet No. 02 #6$
�
0(l 61 Y� - 2
RtiYF1�l+�'T BOi�1D
Pagc 2 of2
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]l�i Wl�'��� ��RE�F, ti�e Prineipa� �nd ��rety �ave e��h SIGIV�� a�d S�AL�:A
�is a:��struxnent by d�ly ��thocized agen�s and off"ic.�rs on this the _. ,: �a� af
, �{� 21
ATT'EST:
�
�'�ur,�,� • �-���� " . .�._..
�Frincipa�t) Secret�y �i� ie S, Lankford
V4jit��ss as to Principal- � - - -- —
P�-`.!1*I L�Lf t1l�ir-�
WiIliam J. Sc3�ultz�Inc.- dha_ ,�_�
�-��
Circle C Co�s�n CompanY _ _
r _,
B�'. � � � -
� �.�-aG� 4� �-5�—
5ignaha�e
Teresa �k�l� President ._.�_
Nama at�d Titie
Adciress: P ��o ...�$z ...�_....,�.. -- -
Fort Worth, TX 7G_,�4Q_ __�
SURE'T�:
�.., a ...,::g...Con?.�a �.�'�(. .
�t[,erchant� B n Mutual) .
.ATTE�T: B�: . ��� 1.�=�
�i�atur�
(Surety) Secre� _ --- —
�, � ��' - �r°� x i'� �- �
r,�.. � ,..�. �- ^'..•�-
4 •"r .
�Vifiess as ta �ur�iy Ja�n Miller
Sh, .._., etyi A. Ktutts, Attorne -in-�'act
Naa�r�e and Title
.�ddress: _ �r'r i3O 2'.��s#�'� p: ��: =:��'-- --
W e es Mo�s T k. _. 50?.��_
Telap�oneNtzmber_ 1-8a0-�7R-$171 .-
�Tc�te: If si�,i�ed ts� an of'fi�;er of th� "�u�ty, ��;te �ntzst be on �ile a a�rt��d ��et �rs�m the
b�la��s sho�vit�� t��t tiris �ersou h�s a�z�ority tc� si� s�c� ob1i��.�ion. If �ur�ty's ph�szr,�,l
a�cld�ess is di£�'eren# frt�� �ts ma�ling a�c�,s�, bo�z x�at�st be �ravid�fi.
The date of the bond sliall �tot be prior to the dais the Contract is a�ard�d.
EI�A �►T �C�l��
CITY QF �C7RT �'�RTH W52 r� R7S� Paessare Plae�e T�sfer
i
STri1�a:4T<D CC1A35'I'HUC'TIqN 5PEC4F£k �1It)]V 73(3�E��IL.t�'FS City Fraject��a, �19�i8
Revir>ed �uly 1, 2Pi 1
0
�USi 19-1
MA�tV"TE%iiAx'+i�i� Bt�ND
Pag�31 �f 3
�OND NO. TXC51331�
0
0
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S�'�"l.'JCC�� t�� [i1.19
M�1i�wTT�iNAN�E BflND
� �TATE OT iE7�A:S ;
� r��� .�.,�, �� ���� ����'�',�:
�C)L�t'i'i' OF TA�tRAiv�' �
Th�t w� Willias� J, ,Schultz,,,�,inc.n �1ba�Circl� C��z�si�uctio� Cornpany R._; krto�vn as
°'p�'uteipa�l�' h��n a�id Merchants Bonding Coxnpany (l�u�uuall ,�. cc�p��tte �st�ty
(st��e�i�s, i�rt�c�� �� c�e} ��ly au�nri�ed io do bus�te�s i� the �� �fTe�a�, �riown a�
"5uro4�+,' hex�in (u+�iether nne ot� �nar�), at� h��d �t� ��y 6n�ti unto f}�c City Qf �'ort i�c�r#h, �
rn�knicipal cc� aration created p�rsu�€t ta t�e la:�s of tl�e 5�ate o�Te��, I�no�z as "Ci.�3," hez�i�,
�even Million Seven Hundred Twcnty-Four T�ousand
lIl �I8 Si3�1] O�T y�1vP T3nilarg ��] T,wPn .��i r�,�„.w.,�,�,„�„._�,„, �Q�l�'S
($ ***7,724,01225�** _�; �.a:uvful xr�a��y af�ie Ur�ited S�a��, ts� be �aid in l�ori �ort�,
Taax�nt Courz#y, Texa�, �or p�}r::��t of vvhz�� s�n. w�I'� ��i irul� be �rr�d� u.�tu �ia� Cii� �t�d i�s
�uc��sso�, �� bind a�rse�vgs, aEtr h�i�, ex€�cutar�, ad�i�.i�fr�ta�s, su�e�s�r� an i�ssigr�s, Joi����
�.nEi s�ve�rally, fir�ly by #h�se pr�s�t�.
���:��5, �i� Pr.ireipal ha� en�r�l intc� a c�r�in �v�ft�� can�act �+i#k t�� City awrr�d�i
19 th� 18th day of��____�__Ma�„� __ ,�0�, v�rhach �o�� i� ���y
20 r�fe;rrr�d to and a�aac�g pa� lj�reaf for �11 pu�so�es as i�€�iy �t fo�h he�in, �o furn�s�a all
2i rn�.�ri�ls, �uxpm�nt I�bor and o�ter a�a�ssfl�ies as d�fin�l by l��u, i.ri the p�eos�cutian afthg
Z� '�o�ka incl��ir�g ��y i�or� r�s�-1%n� fro� a d��y autk�oFiz� C��g� O�der (collect�vc:iy b.�s+n3
23 th� �`��r�") a� prt��id�d �rn� i� said co�tra�t and de�i�€s.ted as v�+��+t��de �. to. �es�sid� �
2� ��s�ux� l�la�e �'r��s��r. 4�'�; i�n��t l�t.�, t�t���; a�d
�J�
�S
�7
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30
31
32
�3
34
�4'�rtEA�, ��cipaI b:inds ltsel�to us� ��eh mat��s �rd ta so constt�u.ct the i�'or'�� ini
accor�ce witb t�e plaus, speci�catiau� at��f C�ni�a�t Ii�osu�e;�ts that tl�e i�Vork is a�d �i�I
r�ain free �om dafree�s in xr�ateri�als ar �+oz�aZ�ship f�r �dl d��in� th� p�od af tsvo ��) y�^s
after � d�te of �inal A�c�nce o�' �� �,n'o�-k �y the Ci�y {"Mair���c� P�:ri��i"}; an�i
V�H[�:It�;�, Pxincipal bir�ds its�lf#a x���it' ��' recst���i�'uc� th� ��arlc in �u+l�o�� ar �n p�:rt
up�an r�ceivit�g no�ice from t�e City of�e ne�d �he�For at �.y t�e w�titi:� tke �laia�te��ce
Feriod.
a
:
CITY DI? �OR� Vir�RTf3
�TA�t�ARD CO2�TSTRUCT�id7V SPECIFICATIDI+I ISQCLiNlEl�"I`5
Re�r�s�d July i, 2Q:11
V't�2 to �C53 T'aess�e P�n� Tmnsfer
Ciiq Pta�Z�Y �o_ 83#f'8
.�
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9
10
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oa�� �.Q-i
n��v�r�€�vc� Bota�
f's�e 2 of 3
�Ta�4' �'�RE�t�i�, t�ie c�ntiition of this a�bligati�� is such �h�tt if Pri��ipal sha�t
remedy an� d��e�tiv�e ii�oxk, for wh��i �im�ly naiice z�as pravi�ed by Cit�+, ta � cnn�pl�iinn
saiisfactQz� to the Cityf $}1BT1 �115 {)�Il�&�iflll S�ti.�� ��(3i178 I]iill 1t21£� Vflli�; otl��r4uise to r�main i��
�.it ��r:� �d �f�ec:t.
PR��L�, ���4'�V�'�, if P�i�ci�al �ha11 fai:l �a ta r�pa�' flr re;�c��st�rruct an�+ ��ly
n�ti�ecl d�fective V�cFrk, A� W�1 LLL ��.t th� Crt� may s.aus� ati� an�t a�t ���h c��%etive fi�or� t�
be ��taire� and/ar r�ccz�str�ct�d wi�h al.l associa:ted ccssts t��eo� b�ing �or�e b�T t�ae Princiga3 and
�a �'ure� ur�d�r �his I4� a i �����nce �ond; �nc�
�Ii{�V��1�.� I'UR�1�.�� that i��ny ie�al a�tion be ��d c�n this Bond, i�nu� s�li ��e i�
Tarra�t Ca�f�r, Te�as c�r the Uni�ec� Sta��s District C�urt �aar t%e Nart�te�t �is�^iet af T��a�, Fo�t
�or�� 3�ivisian.; aa�d
P�f1�JC:���1� FU�tT��2, �xt f�is alili�a#ion sh�� be c€��tinuous it� natu�e �d
staec�s�ue a�cav�ari�s ��3� �� had Iaerean %r ��ac��ssi�e �Zr�hes,
c�r�r a� Fc��� �+c���z
ST�l�tii€D CONST�IJC1'IR�d Si�EGIFIC�TIOIV I�OCi.J1vfEN`#'S
[tev�ed July 1, 2b1 I
W$2 #o �VS3 Ptessura Ylane Transfer
cisy Yroje�t 2�0. o k4rr$
6D61 i:9-3
},�fA3NT�N�11�'C� �at+ID
Page 3 of 3
1
IlY �i"]C'��S ���[�F, �e Princzpai �d �e �v�t� h�ve �ach �IG�TF.I] a�d'��AL�D shis
� i:��tnam�nt b� �t�Iy au�ori�ed a�e�ts and o�cers cs:n tl�is th�-- _ day of
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— -° 20�10,.
A'i"f'F��T:
fC 1.f�,e� �.� .� '��,
(�cipa3) Sec�et�� Mich�l�� Lankford
V
VVi�zess �s ta ��ci��l
,�4T'TEST:
(�v�s�) Secz�crary �, — . ,. ` -
..�� _�� - �� �: -� '��..�_ �
� � �- � � � .
'�1�ih��s.s asfto St�retyJohn A.1�i1�er
PRINCIP1�i..:
William ,I, Schultz, Tnc. dba _ _
-- � -- -.
Gir�l� CQnstnaction ,�,o_m�,,�t�._,�r _._
BY: ���._ �:��.� -
Si�t�are
Teresa. S�c�;�llw, President — — --.
µ _ ... Irlt�m.e a�Id'1'itle
Address: P• O. .Box 40328
��::
. �o.rt V��arth, TX 76�4� _ _
�u��;
�„Merchants .i�3�ain� Company (Mutual).
-�- - - � -
�✓/'� .
BY: ,.... .. G �v.�`��� Y.! A ._� _ _—
igt�atuxe �
Sher,�A. K�utts, Attorney-in_Fact
�. I�at�e �+i�.d'I'iE��.
Adt3cess: _ F70Q. W��iawn Par �,_�
�,�5T 17E�_Mo7ixll�c, TA= 5n2Fifi
`�'elephone N�b�r: I _500-678-8171 _
�Nc}te. If sign�d 6y an ofiic;�r of �Ze 5r�r�y Conjp�ny, #:��re m�st �e oa� fiie � c�rt�fi�ci �,�t
f�rotn tia�. liy-l�s s�a�g that t�is �'svn ha� at��ari� to s��n suc� obli�a�o�. I€
Sur.ei�''s �f�ysi�al add�ss is �ii�f'er�t�t %om i� maili�g adt��ss, �ot� rzaust �s prc��i��ci.
Th� tiata o£ �a� I��d s�a11 not b� �ir�c� tc� the date t�� Cc�n�t'act is avva�de�i,
CI1`Y OF PaitT'C44KTH
8T11T�7�I�D C�N5TRi3C'IICiI� SPFCI�ICATiC?N l]OCU�"TS
�.e�ised 7uly 1, ZQii
W$� t� ii�S3 i`ct.��+ete YF�i�� Trar� Eer
�iiy f`!U]�or I+Tn. � 1�68
�� � �� �. � �� � ._..��_._
B� i�l D!� C'i C�? hA �'A i�1 �{�.�
P01191�� O� �4iiORR�EY
Know A(! Persons By These Presents, thaf MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIOlVAL BONI]WG, ING.,
both being corporations oiihe State of lowa (herein cotlectively calfed the "Companies"j do hereby make, constitute and appoint, indi�idually,
John A Miller; John R Stocklon; Sheryl A Klutts
fheir true and lawful Attorney{s)-in-Fact, to sign ifs name as surety(ies} and ta execute, seat and acknowledge any and ali bands, unde€takings,
contracfs and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity
of persans, guaranteei�g the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any
acfions ar proceedings aliowed by law.
This Power-of Attorney is granted and is signed and sealed by facsimile under and by auFhorfty o# the following By-Laws adopted by the Board
of �irectors of NEerchants Bonding Company (MuWal) on Aprif 23, 2011 and amended August 14, 20'15 and adopted by the Board of Directors
of MerchantsNaiional Bonding, Inc., on dctober 16, 2D15.
"The Presidenf, 5ecretary, Treasurer, or any AssistaR# Treasurer or any Assistant Seaetary or any Vice President sha11 have power and authority
to appoint Attomeys-in-Fact, and to authorize them ko execute on behalf of the Company, and attach the sea! of the Company thereto, 6onds and
undertakings, recognizances, contracts of indemnity and olher writings abligatary in the nature lhereof."
"The signature of any authoozed officer and the sea[ af the Company may be a�xed by facsimiEe or elecfronic transmission to any �ower of Attorney
or Gertifieation thereof auYhorizing fhe execution and delivery of any bond, underiaking, recognizance, or oiher suretyship ohligations af the
Company, and such signaiure and seai when sa used shalt have the same force and effect as though manually fixed."
In connection with obligafions in favor of the Florida Department of Transporta#ion only, it is agreed that ihe powar and aut hority herehy given to the
Atkomey-in-Facl includes any and all cansents for the release of retained percentages andlor final estimates on engineering and canst�uction
con#racts reguired by Yhe State af Florida Uepartment ni 7ransporfaiion. It is fully uncierstood that consenting to fhe 5tate of Florida Qepartment
of Transportation mak9ng paymant of the final esfimafe io the Contrac#or andlor its assignee, shall not relieve lhis surety company of any of
its obliga#ions under its bond.
In connection wifh obfigaiions in favor of the Kentueky Deparimenf af Highways onfy, if is agreed that the power and authority hereby given
to the Attorney-fn-l�act cannot be mod'tfied or revoked unless pr�or written personal notice of such intenk has been given to the Comm9ssianer-
Qepartment of Highways af the Commonweaith of Kentucky at least thi�ty (30j days prior to the modification or revocation.
tn Witness Whereuf, the Companies have caused lhis inslrument to be signed and sealed this � ilh day of February , 2020 .
��Osp��t�/1y�lf��A! /�
ilV�^�1�8��d� i1i���k�,V�•�i
��� �;'���� ��� �'' � % * '�`�'' � �'° *f MERCHANTS BONDING COMPANY [MUTUAL)
��.���tPO�q�.A�� +.��,.��IPQ,r�'�.� .
, r,� 9�, �'�'�; MERCFIANT IVATIpNAL gONDfNG, II�[C.
•�,�g:� ma� �'�' :'':=� �°k3- 'r"' '
; � :4 �Otl3 ;?,�; � �,'�� 1 ��� �� �; By �
's da'• : 0 •: a' •"� • �
`�,d� �''•.........� ' � ,• ;•.�',Y�' • ' '�'�,+ President
.,��I � .r: ,.• . �Y' � �; . � •
STATE OF IOWA r•�eij��a��Ft`� '++ � � � � * ,•
COUNTY OF DALLAS ss.
On this 11#h ciay of February 2020 , befnre me appeared Larry Taylor, to me personaEiy known, who being by me duly swom
did say that he is Presideni oi MERCHANTS BONpING GOMPANY (MUTUAL) and M�RCHANTS NATIONAL BONDING, INC.; and ihai tha
seals aifixed io ihe foregoing instrument are the Corporate Seals of the Compxnies; and that the said instrumenf was signed and seaEed in behalf
of the Companies by authoriiy of their respective Boards of �irectors.
,�P��'� � Pt�l.LY M��Bid .
o � Commission Number 754576 � ��
� ° ""° '` My Cvmmission ��ires �
+���. i Ja�tuary 07, 2�23 Notary Public
(Expiration of notary's cammissien
does not irnaiidaie this instrument)
i, ��Iliam Warner, Jr., Secrafary of �AERCHANTS BONDING COMPANY {MUTUAL} and HEERCHANTS NATtONAL BONDING, WC., do hereby
certify ihat the above and foregoing is a true and cnrrecl copy oi fh� POWEFt-OF-ATTOR�IEY executed by said Gampanies, which is sfill in fulE
fiorce ar�d effect and has not been amended or revoked.
In Witness Wherepf, I have hereunto set my hand and affixed the seal of the Cnmpanies nn ihis day of
* s......,,, . ■ - - - * .
..����'�����I���+. ia� ���� ���F_�+
�� �o�r ����' • �Ip � ;�� �.1�� � � ��x�+'.��.t F �� �.
a�:� ogo �;�: :�,�� -�- �� r �.�
n�i • ,� ;�'" ;,�*
;� ` �Qi13 ; ��.�j, , �'. 193� , � ' Secretary
;��;�� ; ��; .`'�i�;� ��,�� ;-
I�..,+,"f;;'";ilf�,•4 +*�"�+F;*��i
PUA q078 (1/20) ii
�������
BONDING COMPAI�TY,�
MERCE-IANTS BONDING COMPANY (MLJ"IUAL) • MERCHANTS NATIONAL RONDING, I1VC.
P.O. Bax 14498 � DES MO[NES, IOWA 50306-3498 • E8007 678-8171 •(515) 243-3854 FAX
Piease send all notice� of clai�n on this bond to:
Merchants Bonding Company (Mutual) / Merchants National Bonding, Inc.
P.O. Box 1��98
Des Moines, Iowa 50346-3498
(515) 243-8171
(�00) 6�'8-81'71
Physical Acfcfress: 6700 Westown Parlcway, West Des Moines, iowa 50266
SUP 0073 �K (2/15)
Policy #CPP100051064 COMMERCIAL GENERAL LIABlLI7Y
CGL 084 (90 93)
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSU�ED � OIf�N�R�, L����I�S �R ��R��������� —
�����A�I� S�'�►`�US 11VHERE REQUI��D I� CON�iR�f�il�h�
�4(ai�E�IVIENi l�lib Y��I — �Rl��li�� �����i��� AND
����UCTS-C�IVYPLETED OREFv4ilON�
This endorsement modifies insurance providec! under the foilowin�:
COMM�RClAL GENERAL LIABfLlTY COV�RAGE FORM
SCH��U�� (O��iOPEA�.)
t�ame of AdditionaE Insured �ersans or O
(As required by wriften contract or agreement per Paragraph A. below.}
Locations of Covered O erations
(As per the written contract or agreement, provided the location is within the "coverage terriiory".)
(Information required to complete this Schedule, if not shown above, will be shown in the Declarations.)
A. Sect�o� IE — Who Is An Insured is arriended to include as an addi#ional insured:
1. Any person or organization for whom you are performing operations when you anci such person or
organization F�a�e agreed in writing in a con#ract or agreement in effect during the term of this policy that
such person or organization be added as an additionai insured on your policy; and
2. Any other person or organization you are required to add as an additional insured under the cvntract or
agreement described in Paragraph 1. abave; and
3. The par#icular person or orga�ization, if any, scheduled above.
Such person{s) or organizafion(s} is an additional insured only with respect to liability for "badily injury",
"property damage" or "personal and advertising injury" occurring after the execution of the contract or
agreem�n# described in �aragraph 9. above and caused, in whole or in par#, by:
1. Your acts or omissions, or
2. The acis or omissions of those acting on your behalf in the performance of your ongoing operations for
the additional insured; or
3. Your work" performed for the addikional insured and included in the "produc#s-compfe#ed operations
hazard" if such coverage is specifically required in khe writfen contract o� agreement.
CGL 484 (10 13) Includes copyrighted material of the Insurance 5ervices Offices, Inc. with its permissian. Page 1 of 3
Copyright 2043 FCCi Insurance Group.
COMMERCIAL GENlERAL �lABILITY
CGL 084 (1Q 13)
However, the insurance afforded to such additional insured(s) described above:
1. Only applies to the extent permitted by law;
2. Will not be broader tha� that which you are requirec! by the contract or agreement fo pravide for such
additional insured;
3. Will nok be broader than #hat which is afforded ia you under this policy; and
4. Nothing herein shall ex#end the term of this policy.
B. The insurance pro�ided to the additional insured does not apply to "bodily injury", "property damage" or
"personal and advertising injury" arising out of #he rendering of, or the failure to render, any professionai
architectural, engineering or surveying services, including:
1. 7he preparing, approving, or failing to pre�are or approve, maps, shop drawings, opinions, reports,
surveys, field orders, change orders or drawings and specificatians; ar
2. Supervisory, inspection, architectural or engineering activities.
C. This ins�arance is excess over any other valid and coi�ectible insurance avaiiable to the additiona! insured
whetF�er on a primary, excess, con#ingent or any other basis; unless #he wriiten contract ar agreement
requires #hat this insurance be primary and non-contributory, in which case this ir�surance wilf be primary and
non-confributory relative to insurance on which the additional insured is a Named Insured.
�. With respect to the insurance afforded to these additional insureds, the following is added to Section IIl —
�imi#s of Insurance:
The mast we wilf pay an behalf of the additional insured is the amount of insuranc�:
1. Required by the contract or agreement described in Paragraph A.1.; or
2. Available under the applicable Limits of fnsurance shown in the Declarations;
whichever is less.
7his endorsement shall not increase the applicable Limits of Insurance shown in the Declarati�ns.
E. 5ection IV — Commercial General Liability CondiEions is amended as follows:
The Duties In The Evenf of Occurrence, Offense, Claim or Suit condition is amended to add the following
additional canditions applicable to the additional insured:
An additional insured under this endorsement must as soor� as prac#icable:
7. Give us writ#en notice of an "occurrence" or an offense which may resulf in a claim or "suiY' under this
insurance, and of any claim or "suit" tha# does result;
2. Send us copies of all legai papers received in conneckion with the claEm or "suit", cooperate with us in #he
investigation or settlement of the claim or defense against the "suit", anc! otherwise comply with all policy
conditions; and
3. Tender the defense and incEemnity of a�y cfaim or "suiY' to any provider of other insurance which would
co�er the additional insured for a iass we cover under this enclarsement and agree to make available all
such ofher insurance. Howe�er, this condition does nok affect Paragraph C. above.
CCL 084 (10 13} Encludes copyrighfed maierial of fhe insurance 5eniices Offices, Inc. with its permission. Page 2 of 3
Copyright 2013 FCCI fnsurance Group.
COMMERCIAL GENERAL LIABILITY
CGL 084 (10 'f 3)
We have no duty to defend or indemnify an additional insured under khis endorsemeni until we receive from
the additional insured written notice of a claim or "suik".
F. This endorsemenk does nof apply to any additional insured or prvject that is specificafly identified in any okher
additionaf insured endorsement attached to khe Commercial General Liability Coverage Form.
CGL 0$4 (90 13) Includes copyrighfed material of the Insurance Services Offices, Inc. wifh its permission. Page 3 of 3
Copyrighf 2013 FCCI fnsurance Group.
Poi;�y #c���000��os�
�II��T Cb�l�� �BR����CiO�S ����ILi i Y Ef�CIOI�SEIiA�IVi
�a��� o� co���n��s
DESCRIPTI011t
PAGE
Additional Insured Coverage ........................................�--............................................................. ............. 9
.................
BailBonds ................................................................................................................................................................... 9
Blanket Waiver of Subrogation ..........................................................................�-�--�-�-�--�-�-�--........---......................... 14
BodilyInjury and PToperty Damage ........................................................................................................................... 9
Care, Custody or Control ............................................................................................................................................ 3
Contractors Errors and Omissions ............................................................................................................................. 6
Contractual Liability (Personal & Advertising Injury} .................................................................................................. 2
�lectranic Data Liability ................................................................... . ................................................................... 1
GeneralLiability Conditions ..................................................................................�-��---............................................. 13
Incidenta! Malpractice........-•--�-�-�-�� ...............�-�--�-�-�--�--...............--�--�.......................................................................... 9
Insured........................................................................................................................................................................ 9
Limited Product Withdrawaf Expense ........................................................................................................................ 3
�imits of Insurance ................................................................................................................................................... 11
l.oss of Earnings ......................................................................................................................................................... 9
LostKey Coverage .........................................................�--......................................................................................... 8
Newly �ormed or Acquired Organizafions ............................................................................................................... 11
Non-Owned Watercraft ............................................................................................................................................... 1
Property Damage Liability — Borrawed Equfpment .........................�---....................................................................... 1
7enani's Property and Premise5 Rented To You ...................................................................................................... 8
VoluntaryProperty Damage ...............................................................................................................................�--�--.. 2
PoEicy #CPP1p0051064 COMMERCIAL GENERAL LIABf�ITY
CGL 088 (01 15}
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
FI�ST CH�I�� ��NTR��T�Ft� �I��I�I�Y �R��O�S�II��R��
This endorsement modifies insurance provided under the foflowing:
COMMERCIAL GENERAL LiABILITY COVERAG� FORM
NOTE: The following are additions, replacements and amendmertts to the Commercia! General Liability Coverage
Form, and wili apply unless excluded by separate endorsement{s) to the Commercial General Liability Coverage Form.
7'he COFiRIW��CI�e�. f;LN�R/�� �f,4�I�I�Y COV�a�C� �'ORf1A is amended as follows:
S�C�'ION �� COV�RAG�S, COV�RAG� A. �O�ILY lR�JURY AWp PRO��Ri Y�AMAG� is amended as foilows:
1. �xtended "�roperty C7amage"
Exciusion 2.a., Expected or lntended Injury, is replaced with the following:
a. "Bodily injury" or "property damage" expected or intended from #he standpoint of the insured. This
exclusion does not apply to "boclily injury" or "prop�rty damage" resulting from fhe use of reasonable
force fo protect persons or property.
a. Won-owned Watercraft
�xclusion 2.g. (2) {a) is repfaced with fY�e following:
(a) Less #han 51 feet long; and
3. Property parr�age Liability —�arrowed Eq�ipmen#
The foilowing is added to Exclusion 2.j. (4}:
Paragraph (�F) of this exclusion does not apply to "pro�erty damage" to borrowed equipment while at a
jobsite and not being used to perfiorm operations. The most we wiff pay far "proper�y damage" to any one
borrowed equipment item under this coverage is $25,000 per "occurrence". The insurance afforded under
this provision is excess over any other �alid and collectible proper�y insurance (inciuding deductible)
avaifable ta the insured, whether primary, excess, contingent or on any o#her basis.
4. Limited �lec#ranic Data �.iability
Exclusion 2.p. is replaced with the foflowing:
p. Electronic Data
Damages arising out of the loss of, loss of use of, damage to, corruption of, inability to access, or
inability to manipulate "efectronic data" that does no# result from physical injury to tangible property.
The mosi we wiil pay under Coverage A for "property damage" because of al! loss ot "electranEc data"
arising out of any one "occurrence" is $10,000.
We have no duty to investigate or defend claims or "suits" covered by this Limited Electronic Data Liability
coverage.
The following definition is added to S�CiIOf� !!— D�CFIF�IiIOWS of the Coverage Form:
"Electronic data" means information, facts or programs sfored as or on, created or used on, ar transmitted
to or from computer software (including systems and applications software), hard or floppy disks, CD-
ROMS, tapes, drives, cells, data processing de�ices or ar�y other media which are used with electronically
controlled equipment.
CGL 088 {01 15} Includes copyrighted material of the Insurance Servicas Office, lnc., with its permissior�. Page 1 of 14
Copyright 2015 FCCI Insurance Group
COMMERCIAL GENERAL L�ABILITY
CGL Q88 (01 15)
F'or purposes of this Limiied Electronic �ata Liability coverage, the definition of "Property Damage" in
5�C�ION V—�L �lNI�IAPlS of the Coverage Form is replaced by the following:
9 7. "Property damage" means:
a. Physical injury fo tangible property, including all resulking loss of use ofi thak property. All such loss
of use sF�all be deemed to occur at the time of the physical injury that caused it;
b. Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed
to occur at the time of the "occurrence" that caused it;
c. Loss of, loss ofi use of, damage to, corruption of, inability io access, ar inabi(ity to properly
manipulate "electronic data", resulting from physical injury to tangible property. All such loss of
"electronic data" shall be deemed to occur ai the time of the "occurrence" that caused it.
For purposes of this insurance, "efectronic data" is not tangible property.
S�C�fOF! I— COV�RpeC�S, COV�FU�GE �. P�RSOWAL Af�D ADVERTISIWG iWJURY �IABILITY is amended
as follows:
Paragraph 2.e. Excfusians —the Cor�tractual Liability Exclusion is defeted.
S�C'�ION f— COVEfi�G�S, the following coverages are added:
COIA��tAG� �. VO�UN�/�RY �RO��R�If �Af�iAG�
'[. Insur�ng Agreement
We wili pay, at your request, for "property damage" caused by an "accurrence", to property of others
caused by you, ar while in your possession, ar�sing out of your business operations. The amount we will
pay for damages is described in SECTION III LIMlTS OF INSURANCE.
a. I�xclusions
This insurance does not apply to:
"Praperty Damage" to:
a. Property at premises owned, rented, leased or occupied by you;
b. Property while in transit;
c. Property owned by, rented to, ieased to, loaned #o, borrowed by, or used by you;
d. Premises you sell, give away, or abandon, if the "�roperty damage" arises out of any part of those
prern ises;
e. Property caused hy or arising out af the "products-completed operations hazard";
f. Motor vehicles;
g. "Your product" arising out of it ar any part of it; or
h. "Your work" arising out of it or any part af it.
3. �eductihle
We will not pay for loss in any one "occurrence" until the amount of foss exceeds $250. We will then pay
the amounk of loss in excess of $250 up to the applicable ffmit of insurar�ce.
4. Cost �'ac#�r
In the event of a covered lass, you shall, if requested by us, replace the damaged property or furnish the
labor a�d maferials nec�ssary for repairs thereto at your actual cost, excluding profit or overhead
charges.
CGL 088 (09 15} Includes copyrighted material of the Insurance Services OfFice, inc., with ifs permission. Page 2 of 14
Copyright 2015 FCC! Insurance Group
COMMERCIAL GENERAL LIABILlTY
CGL Q88 (01 15)
7he insurance afforded under COVERAGE D is excess over any other valicf anc! collectible property or inland
marine insurance (including the deductible applicable to the property or inland marine coverage) available to
you whether primary, excess, contingent ar any ather basis.
Co�erage D covers unintentional damage or destruction, but does not cover disappearance, theft, or loss of
use.
The insurance under COVERAGE k7 does not apply if a loss is paid under COVERAGE E.
CO!l�RAC� �. CAR�, CUS�O�Y OR COPE�RO�
'l. fnsuring Agreement
We will pay those sums that the ins€�red becomes lagally obligated to pay as damages because of
"property damage" caused by an "occurrence", to property of others while in your care, cusiody, or control
or property of others as to which you are exercising physical control if the "property clamage" arises out of
your business operations. The amount we will pay for damages is described in SECTION Ilf LIMlTS 4F
INSURANCE.
2. �xcfusions
This insurance does not apply to:
"Property Damage" to:
a. Property at prernises owned, rented, leased or occupied by yoca;
b. Properfy while in transit;
c. Premises you seil, give away, or abandan, if the "property damage" arises out of any part of fhose
prerr�ises;
d. Property caused by or arising ou# of the "products-compfeted operations hazard";
e. Motor vehicfes;
f. "Your product" arising out of it or any part of ii; or
g. "Your work° arising out of it or any part of it.
3. Deductibfe
We will nat pay for loss in any one "occurrence" until th� amount af loss exceeds $250. We will then pay
ti�e amount of loss in excess of $250 up to fhe applicable limit of insurance.
4. Cost �actor
fn #he event of a covered loss, you shall, if requested by us, replace the damaged property or furnish the
labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead
charges.
The insurance afforded under COVERAGE E is excess over any oti�er valid and collectibfe property or inland
marine insurance (including the deductible applicable to the property or inland marine coverage) a�ailable to
you whether primary, excess, contingent or any other basis.
The insurance under COVERAGE E does not apply if a loss is paid under COVERAGE �.
COV��tAC� �. �IMI��� PFtODUCT WIibDRAWAL. �X�EP�S�C
1. lnsuring Agreement
a. If you are a"selier", we will reimburse you for "product withdrawal expenses" assaciafed with "your
producY' incurred because of a"product withdrawal" #o which #his insurance appli�s.
The amount of such reimbursemeni is limited as described in SECTION III - LIMITS OF
INSURANCE. No other obliga#ion or liability ta pay sums or perForm acts or services is co�ered.
CGL 688 (01 15) Includes copyrighfed material of the insurance Serwices Office, lnc., with its permission. Page 3 of 14
Copyrigh# 2d15 FCCI Insurance Group
C�MMERCfAL GENERAL LIA8ILITY
CGL 088 (01 15)
a. This insurance applies to a"product withdrawal" only if the "product withdrawal" is initiated in the
"coverage territory" during the policy period because:
(1) You determine that the "product withdrawal" is necessary, or
(2) An authorized government entity has ordered you to conduct a"product withdrawaf".
c. We will reimburse only those "product withdrawal expenses" which are incurred and reported to us
within �ne year of the date the "product withdrawal" was initiated.
d. The initiation of a"product withdrawal" will be deemed to have been made only at the earliest of the
following times:
(1) When you have announced, i� any manner, to the general public, your vendors or to your
employees (other than those employees directly involved in rrraking the determination} your
decision ko conduct a"product withdrawal" This applies regardless of wheth�r the determination
ia conduct a"product withdrawal" is made by you or is requested by a third party;
(2) When you received, either orally or in writing, notification of an order from an authorized
government entity to c�nduct a"product wi#hdrawal; ar
(3) When a third party has initiated a"product withdrawal" and you communicate agreeme�t with the
"product withdrawal", or you announce to the general public, your vendors or to your employees
(other than fhose employees directly in�olved in making the deteTmination) your decisian to
participate in the "product withdrawal", whichever comes first.
e. "Product withdrawal expenses" incurred to wifhdraw "your products" which contain:
(1) The same "defect" will be deemed to have arisen out of the same "proclt�ct withdrawal` ; or
(2) A different "defect" will be deemed to have arisen out of a separate "product withdrawaP` if newly
determir�ed or ordered fn accordance with paragraph 1.b of this coverage.
a. �xciusions
This insurance does not apply to "product withdrawal" expenses" arising out of:
a. Any "product withdrawal" initiatecf due to:
(1) The failure of "yo+�r products" to accomplisi� their iniended purpose, including any breach of
warranty of fitness, whether wriften or implied. This exciusion does nat apply if such failure has
caused or is reasonably expected to cause "bodily injury" or physical damag� to tangible
property.
(2) Copyright, pateni, trade secret or trademark infringements;
(3) Transformation of a chemica! nature, deterioration or decorr�position of "your� product", except if it
is caused by:
{a) An error in manufacturing, design, processing or transportafion of "your product'; or
(b) "Product tampering".
(4) Expiration of the designaied shelf life of "your product".
b. A"product withdrawal", initiated because of a"defecY' in "your producY' known to exist by the NamecE
Insured or the iVamec! Insured's "execuii�e officers", prior to the inceptio� date of this Coverage Part
or prior to the time "your product" lea�es your control or possession.
c. Recall of any specific products for which "bodily injury" ar "proper#y damage" is excluded under
Coverage A- Bodily I�jury And Property Damage Liabiiiiy by endorsement.
d. Recall of "your prod�cts" which have been banned from the market by an authorized governmenf
enfity prior to ihe policy period.
e. The defense of a claim or "suit" against you for "procluci withdrawal expenses".
CGL O88 (01 15) Includes copyrighted material of the Insurance Services Office, Inc., wi#h its permission. Page 4 of 14
Copyright 2015 FCCI Insurance Group
COMMERCIAL GENERAL LIABtLITY
CGL 088 (01 15}
3. For ihe purpQses of the insurance afforded under COVERAGE F, tF�e foflowEng is added to 2. Duties In
The Event Ofi Occurrence, Offense, Claim Or Suit Condition under S�CTION IV — COMMERCIAL
GENERAL �iABILiTY CONDITIONS:
e. Duties In The Eveni Of A"Defect" Or A"Product Withdrawal"
(1) You must see to it that we are notified as soon as practicable of any ac#ual, suspected or
threatened "defect" in "your products", or any governm�ntal investigation, that may result in a
"product withdrawal". To the extent possible, noiice sF�ould include:
(a} How, when and where the "defect" was discovered;
(b) The names and addresses of any injur�d persons ancE witnesses; and
{c} The nature, Ioca#ian and circumstances of any injury or damage arising out of use or
consumption ot "your product".
{2) If a"product withdrawal" is inifiated, you must:
(a} fmmediate�y record the specifics of the "product withdrawal" and the date it was initiated;
(b) Send us written notice of the "product withdrawal" as soon as prac#icabfe; and
(c) Not release, consign, ship or distribute by any other method, ar�y product, or like or similar
products, with an actual, suspected or threatened defect.
{3) You and any other involved insured must:
(a) Immediately send us copies of pe�tinent correspondence received in connection with the
"product witF�drawal";
(b) Authorize us to obtain records and okher information; and
(c) Cooperate with us in our investigafion of the "product withdrawal".
4. For the purposes of this Coverage F, the following definitions are added to the Definitions 5ection:
a. "DefecY' means a defect, deficiency or inadequacy that creates a dangeraus condition.
b. "Product tampering" is an act ofi intentional altera#ion of "your product" which may cause or has
caused "bodily injury" or �hysical injury to tangible property.
When "product #ampering" is known, suspected or threatened, a"product withdrawal" will not be
limited to those batches of "your product" which are known or suspected to have been tampered witl�.
c. "Product withdrawal" means the recall or withdrawal of "your products", or products which contain
"your products", from fhe market ar from use, by any ather person ar organization, because of a
known or s�spected "defect" in "your product", or a knawn or suspected "produc# tampering", which
has caused or is reasanably expected to cause "bodily injury" or physica! injury to tangible property.
d. "Product withdrawal expenses" means those reasonabfe and necessary extra expenses, listed below
paid and directly related ta a"product withdrawal":
{ 1 } Costs of natification;
(2) Costs of sta#ionery, envelopes, production of announcements and pastage or facsimiles;
(3) Costs of overtime paid to your regular rton-salaried employees and cosis incurred by your
employees, including costs of trans�ortation and accommodatians;
(4} Costs of computer time;
(5) Cos#s of hiring independent contractors and other temporary employees;
(6) Costs of transportation, shipping or packaging;
(7) Costs of warehouse or storage space; or
CGL 088 {OT 15} Includes copyrighied material of the Insurance Services Office, Inc., with its permission. Page 5 of 14
Copyright 2015 FCCI Insurance Group
COAIIMERCIAL GENERAL LIABILITY
CG� 088 (01 15}
(8) Costs of proper disposaf of "your products", or products that coniain "your products", that cannot
be reused, not excaecling your purchase price or your cost to produce ihe produc#s; but "produc#
withdrawai expenses" does not include costs oF the replacement, repair or redesign of "your
producf", or the cosfs of regaining your market share, goodwill, revenue or profii.
e. "Seller" means a person or organization that manufactures, sells or distributes goods or �roducts.
"Seller" does not include a"contractor" as defined elsewhere in this endorsement.
The insurance under COV�RAGE F does not apply if a loss is paid under COVERAGE G.
C01l��4G� G. COPE i1�AC�'04�S �itRORS AN� Oi1�15510WS
7. Insuring Agreement
If you are a"contractor", we will pay those sums #hat you become legally obligated to pay as damages
because of "property damage" to "your product", "your work" or "impaired property", due to faulty
workmanship, maierial or design, or products including consequentiai loss, to which iF�is insurance
a�pli�s. The damages must have resulted from your negligent act, error or omission while acting in your
business capacify as a contractor or subcontractar or from a defect in material or a procluct sold or
instaffed by you while acting in this capacity. Th� amount we wi!! pay for darr�ages is described in
SECTION III LIMFTS OF INSURANCE.
We have no duty to investigate or defend claims or "suits" covered by this Contractors Errors or
4missions co�erage.
This coverage applies only if the "property damage" occurs in the "coverage terri#ory" during the policy
period.
This coverage does not apply to additional insureds, if any.
Supplementary Payments — Coverage A and B do not apply to Coverage G. Contractors Errors and
Omissions.
2. �xclusions
This insurance does not apply to:
a. "Bodily injury" or "personal and advertising injury".
b. Liability or penalties arising from a delay or failure to complete a contract or project, or to eomplete a
contract or project on fime.
c. Liability because of an error or amission:
(1) In the preparation of estimates or job costs;
(2) Where cost estimates are exceeded;
(3) In #he preparation of estimates of profi# or return on capital;
{�4) In advising or failure ta advise on financing of the wark or project; or
(5) In ad�ising or failing to advise on any legal work, title checks, form of insurance or suretyship.
d. Any fiability which arises o�t of any actual or alleged infringement of copyright or trademark or trade dress
or patent, unfair competition or piracy, or theft orwrongful taking of concepts or inteflectual property.
e. Any iiability for damages:
(1) From the intentional dishonest, fraudufent, maliciaus or criminal acts of tF�e Named insured, or by
any partner, mernber of a limited liability company, or execu#i�e officer, or at the clirection of any
of them; or
(2) Which is in fact exp�cfed or intended by the insured, even if the injury or damage is of a different
degree or type than actually expected or intended.
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COMMERCIAL GENERAf� L.IABfLITY
CGL p8$ (p1 95)
f. Any liability arising out of manufacturer's warranties or guarantees whether express or irr�plied.
g. Any Iiability arising from "property damage" to property owned by, rented or leased to the insured.
h. Any liability incurred or "proper#y damage" which occurs, in whole or in part, before you have
completed "your work." "Your work" will be deemed completed at the earliest o# the following times:
(1) When all of the work called for in your contract or work order has been completed;
(2} When all the work to be done at the job site has been completed if your contract calls far work at
more than one job site; or
(3) When that part of the work done at a job site has been put to its intencled use by any person or
arganization other than another contractor or subcontractor working on the same project.
Work that may need service or maintenance, correction, repair or replacement, but which is otherwise
complete, will be treated as complete.
i. Any liabilify arising from "property damage" to products that are still in your physica! possession.
j. Any liability srising out of the rendering of ar faiiure io render any professional services by you or on
your behaEf, but only with respect to either or both of the foilowing operations:
(9 ) Providing engineering, architectural or surveying services to others; and
{2) Providing or hiring independeni professionals to provide engineering, architecturai or surveying
services in connection with construction work you perform.
Professional services include the preparing, approving or failing to prepare or approve, maps, shop
drawings, opinions, repor�s, surveys, field arders, change orders, or drawings and specifications.
Professional services also include supervisory or inspection activities performed as part of any related
architectural or engineerir�g activities.
But, prafessional services do not include services within construction means, methods, techniques,
sequences and procedures employed by you in connection with construction work you perform.
k. Your loss of profit or expected profit and any liability arising therefrom.
!. 'Property damage" to property other than "your product," "your work" or "impaired property."
m. Any liabilify arising from claims or "suits" w�ere the right of action against the insured has been
relinquished or waived.
n. Any liability for "property damage" to "your work" if ti�e da►naged work or the work out of which the
damage arises was perFormed on your behalf by a subcontractor.
o. Any liability arising from the substitution of a material or product for one specified on blueprints, work
orders, contracts or engineering specifications unless there has been written authorization, or unless
the blueprinfs, work orders, coniracis or engineering specifications were written by you, and you have
authorized the changes.
p. Liability af others assumed by the insured under any contract or agreement, whether oral or in writing.
This �xclusion does not apply to fiability for darnages that the insured would have in ihe absence of
fhe contract or agreement.
3. For the purposes of Coverage C, the following definition is added to the Definitions secfion:
a. "Contractor" means a person or organization engaged in acti�ities of building, clearing, filing,
excavating or improvement in the size, use or appearance of any structure or land. "Cantractor" daes
not inc�ude a"seller" as defir�ed elsewh�re in this endorsement.
4. �eductible
We will not pay for loss in any one "occurrence" unfil the amount of loss �xceeds $25Q. The limits of
insurance will not be reduced by the application of the deductible amount.
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COMMERCIAL GENERAL LIABILITY
CGL 088 (D1 15)
We may pay any part or alf of the deductible amount to effect setilement of any claim or "suii", and upon
notification of the action taken, you shali promptly reimburse us for such part of the deduciibfe amouni as
has been paid by us.
5. Cost �actor
In the event of a covered foss, yau shall, if requested by us, replace the damaged property or furnish the
labor and maferials necessary for repairs thereto at your actual cost, excluding profit or o�erhead
charg�s.
The insurance under COVERAGE G does noi apply if a lass is paid under COVERAGE F.
COVERAC� H. LOST' KEY COV�RRAeC�
7. fnsuring �qreement
We wiff pay those sums, subject ta the limiis of liability described in SECTION !II LIMITS OF INSURANCE
in this endorsement and the decluctible shown below, that you become lega�fy obligatecf fo pay as
damages caused by an "occurrence" and due #o the loss or rnysterious disappearance of keys entrusted
to or in the care, custady or control of you or your "employees" or anyone acting on your behalf. The
damages co�ered by this endorsement are limited to the:
a. Actual cost of the keys;
b. Cost to adjust locks to accept new keys; or
c. Cost of new locks, if required, including the cost of installation.
a. �XC�usions
ihis insurance does r�ot apply to:
a. Keys owned by any insured, employees of any insured, or anyone acting on behalf of ar�y insured;
b. Any resulting loss of �se; or
c. Any of the foffowing acts by any insured, employees of any insured, or anyone aciing on behalf of any
insured:
1) Misappropriation;
2} Concealment;
3) Conversion;
4} Fraud; or
5) Dishones#y.
3. Deductible
We will nat pay For loss in any one "occurrence" until the amaunt of loss exceeds $1,000. The limits of
insurance will no# be reduced by the application of the deductible amount.
We may pay any part or all of the deductible amount to effect settlement of any claim or "suit" and, upon
notificatian of the action taken, you shall promptly reimburse us for such par� of the deductible amount as
has baen paid by us.
�X�AND�D COV�RAG�� �OR T�WAP�i'S �RO�EFtTY AP�� �R�M1S�S R�N��� �O YOfJ
The first paragraph after subparagraph (6) in Exclusion j., Damage to �roperty is amended to read as follows:
Paragraphs (1}, (3) and (4) of #F�is exclusion do not apply to "property damage" (other than damage by fire)
to premises, includEng the contents of such premises, rented to you. A separate limit of insurance applies
to Darrtage Ta Premises Rented io You as described in Section III — Lirnits Of Insurance.
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C�MMERCIAL GENERAL L1A81LITY
CGL 088 (09 15)
SECT�ION I� COV�RAG�S, SU��L�RA�N�A�Y PAYAAgM�S — COV�RAG� A and � is amended as follows:
All references to SUPPLEMEfVTARY PAYMENTS — COVERAGES A and B are amended to SUPPLEMENTARY
PAYMENTS — COVERAGES A, B, D, �, G, and H.
1. Cost of �ail �onds
Paragraph 1.b. is repfaced wifh tF�e following:
b. Up to $2,500 For cost of t�ail bonds required because of accidents or traffic law violations arising out of the use
of any vehicle fo which the Bodily Injury Liability Coverage applies. We do not have #o fumish these bonds.
2. Loss of �arnings
Paragraph 1.d. is replaced with the following:
d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense
of the ciaim or "suit", fncluding actual loss af earnings up to $500 a day because of time off from work.
S�C�'IOPI fl —1�+I,�HO IS AN tNSU��� is amended as follows:
1. Incidental �Aafpractice
f'aragraph 2.a.(1)(d} is replaced with the following:
(d) Arising ouf of his or her providing or failing to provfde professional health care services. However, this
exclusion does not apply to a nurse, emergency medical technician or paramedic employed by you to
provide medical services, unless:
(i) You are engaged in the occupation or business of providing or offering medical, surgical, dental, x-ray
or nursing services, treatmenf, advice or instruction; or
(ii) The "employee" has another insurance that would also cover claims arising under this provision,
whether the other insurance is primary, excess, contingent or an any other basis.
2. Broadened Who fs An Insured
The foflowing are added to Paragraph 2.:
Subsidiaries
e. Your subsidiaries if:
(1) They are legally incorporated entities; and
(2} You own more than 50% of the voting stock in such subsidiaries as of the effective date of this policy.
If such subsidiaries are not shown in the Declarations, you must report them to us within 'i80 days of
the incep#ion of your original policy.
Additior�al Insureds
f. Any person or organizat�on described ir� paragraphs g. thraugh k. below whom you are required to add as
an additiona! insured on this po�icy uroder a written contract or agreement in efFect during the term of this
policy, provided the writfen contract or agreemen# was executed prior to the "bodily injury", "property
damage" or "personal and advertising injury" far which the additional insured seeks coverage.
However, the insurance afforded to s�ch additional insured(s):
(1) Only applies ta the extent permitted by faw;
(2} Will not be broader than that which you are required by the conirack or agreement to pro�ide for such
additional insured;
{3) Will not 6e broader than that which is afForded to you under this policy;
(4) Is sub�ect to the conditions described in paragraphs g. through k. below; and
(5) Nothing herein shali extend the term of this policy.
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COMMERCIAL GENERAL LIABILITY
CGL 088 (01 95)
g. Owner, Lessor or Manager of Premises
If the additional insured is an owner, lessor or manager of premises, such person or organization shall be
co�ered only with respect io liability ar+sing out of the ownership, mainfenance or use of that part of any
premises leased to you and subject to ihe follawing additianal exclusions:
(1) Any "occurrence° that iakes place after you cease ta occupy those premises; or
(2) Structural alterations, new construction or demolition operafions perFormed by or on hehalf of such
person or organization.
h. Sta#e or Governmental Agency or Subdivision or Palitical Subdivision — Permits or Authorizations
If #he additional insured is the state or any politicai s�abdi�ision, the state or �olitical subdivision shall be
covered only wifh respect to operafions performed by you or on your behalf for which the state or �olitical
subdivision has issued a permit pr authorizat�on. This insurance does not apply to:
(1) "Bodily injury", "property clamage", or "personal and advertising injury" arising out of operations
performed for the federal governrnent, state or municipality; or
(2) "Bodily injury" or "property damage" includec! within the "products-completed operations hazard".
Lessor of Leased Equipment
If the additional insured is a lessor of leased equipment, such lessor shall be covered only with respect io
iiabiliry for "bodify injury", "properfy damage" or "personal and advertising injury" caused, in whole or in
part, by your maintenance, operation or use of equipment leased to you by such person(s) or
organizatior�(s). With respect to the insurance afforded to these additional insureds, this insurance does
not apply to any `bccurrence" wi�ich takes place after the equipment lease ex�ires.
j. Martgagee, Assignee, or Receiver
If the adcfitional Insured is a mortgagee, assignee, or receiver of premises, such mortgagee, assignee or
r�ceiver of premises is an additional insured only with respect to their liability as mortgag�e, assignee, or
receiver and arising out of the ownership, maintenance, or use of the premises by you. This insurance
does not apply ta siructural afterations, new construction and demolition operations perforrrted by or fQr
that person or organization.
k. Vendor
If the addifional insured is a vendar, such �endor is an addiiional insured only wifh respect to "bodily
injury" or "property damage" caused �y "your products" which are distributed or sald in th� regular co�arse
of the vendor's business, subject to the following additional exclusions:
(1) The insurance affarded to the vendor does not apply to:
(a) "Bodily injury" or "proper#y damage' for which the vendor is obligated #o pay damages by reason
of the assumption of fiability in a contract or agreement. ihis exclusion cloes not apply to liabilify
for damages that the vendor would have in absence of the contract or agreement.
(b) Any express warranty unauthorized by you;
(c) Any physical or chemical change in "your product" made intentionally by the vendor;
(d) Repackaging, unless unpacked solely for the purpose of inspection, demonstration, testing, or the
substitution ofi parts under instructions from tF�e manufacturer, and then repackaged in the original
cantainer;
(e) Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed
to maice or normaffy undertakes to make in the usual course of business, in connection with the
distribution or sale of the products;
(f) Demonstration, installation, servicing or repair opera#ions, except such operatEons perFormed at
the vendor's premises in connection with the sale of the product;
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COMMERCIAL GENERAL LIABILiTY
CGL 088 (01 15)
(g) Products which, after distribution or sale by you, have been labeled or relabeled or used as a
container, part or ingredient of any other thing or substance by or for iF�e vendor; or
(h} "Bodily injury" or "property damage" arising out of ti�e sale negligence of the vendor for its own
acts or omissions or those of its own acts or omissions or those of its employees or anyone else
acting on ifs behaff. However, this exclusion does not apply to:
The exceptions contained in Subparagraphs d. or f.; or
Such inspections, adjustments, tests or servicing as fhe v�ndor has agreed to make or
normally urtdertakes to make in the usual course of business, in connection with the
distribution or sale of the products.
(2) This insurance does not apply to any ir�sured person or or�anization, from whom you have acquired such
products, or any ingreclient, part or container, entering into, accompanying or containing sucl� products.
3. Mewly �ormed or Acquired Organizations
Paragraph 3. is amended as follows:
a. Coverage under this provision is afforded untif the end of the palicy period.
d. Co�erage A does not apply to product recail expense arising out of any withdrawal or recall that occurrecE
before you acq�ired ar forrr�ed t�e organization.
S�C�ION Ill — LIM1�5 OF� II�SUR�aPlC� is amended as follows:
1. �aragraph �. is replaced with the following:
2. 7he General Aggregate Limit is the mosf we will pay for the sum of:
a. Meclical expenses under Coverage C;
b. Damages under Coverage A, except damages because of "bodily injury" or "property damage"
included in the "products-completed operations hazard";
c. Damages under Coverage B;
d. Voluntary "property damage" payments under Coverage D;
e. Care, Custody or Control damages under Coverage E.; and
Lost Key Coverage under Coverage H.
2. Paragraph 5. is replaced with the following:
5. Subject to Paragraph 2. or 3. above, whicYtever applies, the �ach Occurrence Limit is the most we will
pay for the sum of:
a. Damages under Coverage A;
b. Medical expenses under Coverage C;
c. Voluntary "property damage" payments under Coverage D;
d. Care, Cus#ody or Control damages under Coverage E;
�. Limited Product Withdrawal Expense under Coverage F;
f. Contractors Errors and Omissions under Coverage G.; and,
g. Lost Key Coverage under Coverage H.
because of all "bodily injury" and "property damage" arising out of any one "occurrence".
3. �aragraph 6. is replaced with #he following:
6. Subject to Paragraph 5. above the Damage To Prerr�ises Rented To You Limit is the most we will pay
under Coverage A for damages because ofi "property damage" io any one premises, while rented to yau,
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COMMERCIAL GENERAL LIABILITY
CGL 088 (09 15)
or in the case of damage by fire or explosion, while renfed to you or temporarily occupied by you with
permission of the owner.
The Damage to Premises Rented to You Limit is t�e higher of ihe �ach Occurrence Limit shown in the
D�clarations or the amount shown in the Declarations as Damage To Premises Rented To You Limit.
4. Paragraph 7. is replaced with tf�e foliowing:
7. Subject #a Paragraph 5. above, the higher of $10,000 or fhe Medicaf �xpense �imit shown in the
Decfarations is the most we will pay under Coverage C for a!I medical expenses because of "bodily injur�'
sustained by any one person.
5. �aragraph �. is added as follows:
8. Subject io Paragraph 5. above, the most we wiff pay under Coverage D. Voluntary Pro�erty Darnage for
loss arising out of any one "occurrence" is $1,500. The most we will pay in any one-policy period,
regardless of the number of claims made or suits brought, is $3,000.
6. F�aragraph 9. is added as follows:
9. Subject to Paragraph 5. above, the most we will pay under Coverage E. Care, Custody or Control for
"property damage" arising out of any one "occurrence" is $1,000. The most we will pay in any one-policy
period, regardless of the number of claims made or suits brou�ht, is $5,000.
7. �aragraph 70. is adcfed as follows:
10. Subject to Paragraph 5. above, the most we will pay under Coverage F. Limited Product Withdrawal
Expense for "product withdrawal expenses" in any one-policy period, regardless of the number of
insureds, "product withdrawals" initiated or number of "your products" withdrawn is $10,000.
8. Paragraph 91. is added as foflows:
11. Subject to Paragraph 5. above, the most we will pay under Coverage G. Contrac#ors �rrors and
�missions for damage in any one-policy period, regardless of the number af insureds, claims or "suits"
brought, or persons or organizations making cfaim or bringing "suits" is $10,OQ0.
For errars in contract or job specifications or in recommendations of products or materiais to be Used, fhis
policy will not pay for additional cosks of products and materials to b� used that wouid not have been
incurred had the correct recommendations or specificatians been made.
9. Paragraph �12. is added as follows:
92. Subject to Paragraph 5. above, the mosi we will pay under Coverage H., Lost Key Coverage for darrtages
arising out of any one occurrence is $50,000.
10. �aragra�h 13. is added as follows:
13. The General Aggregate Limit appiies separately to:
a. Each of your projects away from premises owned by or rented to you; or
b. Each "lacation" owned by or rented to you.
"Location" as us�d in this paragraph means premises involving the same or connecting lots, or prernises
whose connection is interrupted only by a street, roadway, waterway or right-of-way of a railroad.
79. Paragraph 14. is added as follows:
1�4. With respect to the insurance afforded to any additional ins�ared provided coverage under this
endorsement:
If coverage provided to the addikional insured is required by a confract or agreement, the most we will {�ay
on behalf of the additional insured is the amount of insurance:
a. Required by the con#ract or agreement; or
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Copyright 2015 FCCI Insurance Group
COMMERCIAL GENERAL LIABILITY
CGL 088 (09 '15)
b. Available under the applicable Limits of lnsurance shown in the Declarations;
whichever is less.
This endorsement shaEl not �ncrease the applicable Limits of Insurance shown in the Declarations.
S�C�'IOPE 11l — COWIRA��CIAL G�N�R�9� �IA�I�ITY CONDITIOAlS is amended as follows:
1. Subparagraph 2.a. of �uties In ihe �vent Of Occurrence, Offense, Claim, or Suit is replaced with the
following:
a. You must see to it that we are notified as soon as practicable of an "occurrence" or an offense which may
result in a claim. This requirement applies only when the "occurrence" or offense is known to ihe
following:
(9} An individual who is the sole owner;
(2) A partner, if you are a partnership or joini veniure;
{3) An "executive officer" or insurance manager, if you are a corporatiort;
(4} A manager, if you are a lirnited liability company;
(5) A person or arganization having proper femporary cusfody of your property if you die;
(6) The legal repr�sentativ� of you if you d+e; or
(7) A person (other than an "employee") or an organization while act�ng as your real estate manager.
To the extent possible, notice should include:
(1) How, when and where the "occurrence" or offense took place;
(2} 7he names and addresses ot any injured persons and witnesses; and
(3) The nature and location of any injury or damage arising out of the "occurrence" or offense.
2. The following is added to Subparagraph 2.b. of Duties In The �vent Of Occurrence, Offense, Claim, or
SuiE:
The requirement in 2.b.applies only when the "occurr�nce" or offense is known to tF�e following:
(1) An indi�idual who is the sole owner;
{2) A partner or insurance manager, if yau are a partnership or joint venture;
(3) An "executive officer" or insurance manager, if you are a corporation;
(4) A manager or insurance manager, if you are a limited liabifity company;
(�) Your officials, trusfees, board members or insurance manager, if you are a not-for-profit organization;
{6) A person or organization ha�ing proper temporary custody of your property if you die;
(7) The legal representative af you if you die; or
(8) A person (other than an "employee") or an organization while acting as your reai estate manager.
3. The falfowing is added to paragraph �. of �uties in the �vent of Qccurrence, Offense, Claim or Suit:
e. If you report an "occurrence" to your workers compensation carrEer that develops into a liability claim for
which coverage is provided by the Coverage Form, failure to report s�ch an "occurrence" to us at the time
of the "occurrertce" shall not be deemed a violation of paragraphs a., b., and c. above. However, you
shall give written notice of this `bccurrence" to us as soon as you become aware that this "occurrer�ce"
may be a liabilify claim rather than a warkers compensation claim.
4. �aragraph 6. is repfaced with the following:
6. Representaiions
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COMM�RCIAL GENERAL LIABILITY
CGL 088 {0'I 15)
By accepting this policy, you agree:
a. The statements in the Declarakions are accurate and complete;
�. Those statements are basec! upon representations you made to us; and
c. We have issued this policy in reliance upor� your representations.
Any error or omission in the description of, or faifure to completely describe or disclose ar�y premises,
operations or procEucts inte�ded to be covered by the Coverage �orm will not invalida#e or affect coverage
for those premises, operations or producis, provided such error or omission or failure to completeiy
describe or disclose premises, operations or praducts was not intentional.
You must report such error or omission to us as soon as practicable after its discovery. hiowe�er, this
provision does not affect our right to collect additional premium charges or exercise our right of
cancellation or nonrenewal.
5. ihe following is added to paragraph 8, Transfer Of kights Of Fiecovery Aegain�t Others �'a Us:
hlowever, we waive any righk of recovery we may have because of payments we make for injury or
damage arising out ot your ongoing operations or "your work" included in the "products-compieted
operations hazard" under the following conditions:
a) Only when yau have agreed in writing to waive such rights of recovery in a contract or agreement;
b) Only as fo the personlentity as to whom you are required 6y the contract to waive rights of recovery;
and
c) Only if the contrack or agreement is in efFect during the term of this policy, and was executed by you
prior to the loss.
6. Paragrapf� 10. is added as follows:
10. Liberalizatior�
If we revise this Coverage Form to provide more coverage without additiortal premium charge, your
policy will automatically provide the additional coverage as of the day the revision is effecti�e in the
applicable state(s}.
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Copyright 2015 FCCf insuraroce Group
�o��cy �caAiooa5io�5
COMMERCIAL AUTO
CAU 058 (05 19)
THfS ENOORS�MENT CHANGES l'H� pQI.ICY. PLEASE READ IT CAREFULLY.
��Y� ����� ������ ������� �����������
This endorsement modi�es insurance provided under the following:
BUSINESS AUTO COVERAGE FORM
NQT�: The following are addikions, replacements and amendments to #he �usiness Auto Coverage Forrrt, and
wifl apply unless excluded by separafe endarsement(s) to the Business Auto Coverage Form.
With respect to co�erages provided by this endorsemerot, the pravisions of the Business Auto Caverage Farm
apply unless modified by this endorsement.
The Business Au#o Co�erage Farm is amended as follows:
S�CTIOW II � CO1��R�d AUl'A� L.i�►�ILI�'Y C�d��,�� is amended as follows:
A. Paragraph '�.1lVha Is �n Insur�eci in section A. Co�erage is amended by t#�e addition of the following:
ci. A�y legaily incorporated suhsidiary of yours in which you ow� more than 5Q% of the vating stock an #he
effective date of this coverage form. Hawever, "insured" does not include any subsidiary thaf is an
"insured" under any other liabilify policy or would be an "insured" under such a policy but for its
term�nation or the exhaustio� of its limiks of insurance. In order fvr such subsidiaries io be considered
insured under this policy, you rr�ust notify us of sueh subsidiaries within 60 days of policy effecti�e date.
e, Any Qrganization you newly acquire or form during the palicy period, other fhan a partnership or joint
venture, and aver which you maintain sole owr�ership or a rnajority interest. However, co�erage under
this pro�ision:
(1) Does not apply if fhe organization yau acquire or form is an "insured" under another liability poliey
or wauld be an "insured" under such a policy but fvr its termination or the exhaustion of its limits of
insurance;
(�) Does not xpply fo "bodily injury" or "property damage" ihat occurred befare you acquirea or formed
the organization; and
(3) Is affardecE only for the first 90 days after you acquire or form the organization or until fhe end of the
policy period, whichever �omes first.
g. Any person or organfzation who is required under a written contract or agreement 6etween you and that
person or organizatian, that is signed and executed by you before the "bodily injury" or "property
damage" occurs and that is in effect during the policy period, to be named as an additional insured is
an "insured" for Liability Goverage, b�t only for damages #o which this insu�ance appfies and onEy fo the
exient that person or organizatian quafifies as an "insured" under the Who Is An Insured provision
contained in Section II.
g. Any "employee" of yours using:
{7j a covered "aufo" you do n�t own, hire or borrow, or a covered "auto" not owned by an "ernployee"
or a member of his or her househald, while performing duties refated to the conduct of your
business or your personaF affairs; or
(�) an "auto" �ired or rented under a contract or agreement in that "employee's" name, with your
permission, while pertorming duties related to the co�duct of your business. Howe�er, your
"employee" daes not qualify as an msured under this paragcaph {2) w�tile using a covered "auto"
rented from you or trom any mem�er of the "emp�oyee's" household
CAI� 058 (D5 19) Includes copyrighted material of the Insurance Services Office, lne., with its permission. Page 1 of 4
Copyrigl�t 2D98 FCCI Insurance Grnup.
C�MMERCIAL AUTO
CAU 058 (45 19)
h. Your members, if you are a limited liability company, while using a cvvered "auto" you do not own, hire
or borraw; while performing dufies related to the canduct af your business or yaur personal afFairs.
�. Paragraphs (�) and (4) under section �. Cover�age �x4ensions, a. Supplementary Paymenfs are deleted
and replaced by the following:
{2j Up to $3,000 for cost of 6aif bonds (including bonds for related traffic violations) requiced because of an
"accident" we cov�r. We do not ha�e to furnish khese bonds.
(4j All reasanable expenses incurred by the "insured" solely at our request, including actuai loss of
earnings up to $500 a day because of tirr►e off from work.
�. �aragraph 5. under section B. Lxclusions is deleted and replaced by the following:
5. i�ellow �mpl��ee
"Bodily injur�' to:
a. Any fellow "employee" of the "insured" arising out of and in khe course of a fellow "employ�e's"
ernployment or whiie performing duties related to th� conduct of your b�siness. However, this
exclusion does nat apply ta your "employees" #hat are officers or man�ers if the "bodily inj�ry"
results firom the use of a covered "auto" yau own, hire or borrow. Coverage is excess o�er any other
collectible insurance; or
b. The spouse, child, parent, brother or sister of#hak fellow "employee'° as a consequer�ce of Paragraph
a. above.
S�C�ION III —�bY�IG�� �/AF�PEAG� COIA���� is amended as follows:
A. Paragraph 4. Goverage �xtensions under section �. Coverage is defefed and replaced hy the following:
4. Coverage �xfensions
a. �ranspo�ation �xpenses
We will pay up to $50 per day fo a total maxim�m af $1,500 for temporary transpartatian expense incurred
by you due to cavered foss to any co�ered auto. We will pay only for those covered "autos" for whicf� you
carry eithar Cort�preh�nsive ar Specified Causes Of Loss Coverage. We will pay for temporary
trans�ortation expenses incurred during the period beginning 24 hours after a loss and ending, regardless
of the policy's expiratian, when the covered "auta" is returned to use or we pay for its "loss".
b. Loss of Use �xpenses
For Nired Auto Physical pamage, we wi[� pay expens�s for which an "insured" becomes legafly
responsible t� pay for loss tif �ase of a vehicfe rented or hired withoat a clriver under a written renta!
contract or agreement. We will pay for loss of use expenses if caused by:
(9) Other than collision onfy if the Declarations indicate that Comprehensi�e Covsrage is provided for
hired "autos' ;
(2) Specified Causes of Loss only if the Decfarations inclicat� thaf Specified Causes af Lass Coverage
is provided for hirec! "autos"; or
�3) Collision only if the Declarations indicate that Collision Coverage is provided for hired "autos".
However, the most we wiil pay for any expenses for ioss of use to any one �ehicle is $75 per day, to a
tata! maximum of $9,5�0.
B. The following is added to paragraph 4. Coverage �xtensions under section �e. Coverage:
c. Fire �epar�ment Service Charge
When a fire department is called to save or protee# a coverec! "auto", its equipm�nt, its cant�nks, or
accupants from a covered cause of loss, we wili pay up to $9,D0� for your liability for fire department
service c�arges assumed by contractor or agreement prfor to ioss.
No deductible applies to this additional caverage.
CAU p58 (05 9 9) fr�c�udes copyrighted material of the Insurance 5ervices Office, Inc., with its permission. Page 2 of 4
Copyright 2018 FCCI fnsurance Group.
COMMEF2CIAL AUTO
CAU 058 (05 49)
d. Auto �danl�ease Gap Coverage
The fallowing provisions apply:
(1) If a long term leased "auto", under an original lease agreement, is a covered "auto" under this
coverage form and the lessar of the cavered "auta" is named as an additional insured under this
paiicy, in the event of a total lass to the leased covered ��uto", we will pay any un�aid amount
due on the fease, less the amount paid under the Physical Damage Co�erage Section of the
policy; and less any;
(aj Overdue fease or loan paymenfs including penalties, interest, or ather charges resulting fram
o�ardue payments at the time of the "loss";
(b) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high
mileage;
tc) Security deposi#s not refunded by the lessor;
(d) Costs for extended warranties, Credit Life Insurance, Health Accident ar Disability lnsurance
purchased with the Eoan or lease; anc!
(e) Carry-o�er balances from previaus loans or leases.
(2j If an owned "auto" is a co�ered "auto" under this co�erage fiorm and the loss payee of #he
co�ered "auta" is named a loss payee under this policy, in fhe event of a kotal ioss to the co�ered
"auto", we wiff pay any unpaid amo�nt due on the loan, less #he amount paid u�der the Physical
Damage Coverage Section of the palicy; and less any;
(aj ��erdue loan payments ak th� #Rme af the "lass";
(b) Casts far extended warranties, Credit Life Insurance, Heaith Accident or Disabifity Insurance
purchased with the loan; and
(c) Carry-aver palances from previous loans.
C. Paragraph 3. under section �. �xclusions is deleted and replaced by the following:
3. We will not pay for "loss" due and confined to:
a. Wear and tear, freezing, mechanical ar electrical brealcdown
b. glowouts, punctures or o#her road damage to tires
This exclusion does not apply io such "loss" resul#ing from the total theft of a covered "au#o".
However, this exclusion does not include the clischarge of an airbag in a cavered "auto" you own tha�
i�flates due to a cause other than a cause of "ioss" set forth in Paragraphs A.�.b an�i �9.'i.c.but only:
a. lf ihat "au#o" is a co�ered "auto" for Camprehensive Caverage under this policy;
b. The airbags are oot covered under any warranty; and
c. The airbags wer� not intent'ronally infiated
We wEll pay up to a maximum of $9,OOa for any one "foss".
Cl. Section �. �eductible is dele#ed anci replaced by #he following:
B. Deducfiii�le
Far each covered °auto", our abligation io pay for, repair, return ar replace damaged or stalen praper#y
will he reduced by the appficable deductible shown in the Declarations subject to the folfowing:
Any Camprehensive Coverage deductible shown in the Declarations does not apply to:
(1) "Loss" caused by fire or lightning; and
(2) "�oss" arising out of theft af your �ehicle if your vehicle is equipped with an active GPS tracking system.
CAEJ 058 {0519) Includes copyrighted material of the Insurance Senrices Office, Inc., with its permission. Page 3 of 4
Copyright 2098 FCCf Insurance Group.
COMMERCIAL AUTO
CAIJ 05� (0519)
(3) Glass damage if repaired rakher than replaced.
S�CTIOP� IV ��USiR��S� �U�O COi��I�'IOP�� is amended as foflows:
�. The f�llowing is added to paragraph a. under section d. Loss Gonditions, 2. E�uties in the �vent oi
�►ccidenq, Cl.aim, �uit or i.ass:
This duty applies when the "acc'rdenY', claim, "suit" or "loss" is first known to:
(a) You, if you are an indi�idual;
(bj A partner, if you are a par�nership;
(c) An executive affiicer or insurance manager, if you are a corporatiQn; or
{d) A member or rnanager, if you are a limited fiability company.
�. Condition �. T'rans�er of �ights of �ecovery against Ofhe�s fid Us ��der sectioo A. Loss Csri�litions is
deleted and replz�ced by the foffowing:
5. iransfer of Rights of �ecoe+ery against Others to l!s
If a person or organization to or for whom we make payment under fhis coverage forrn has rights to
recover damages from another, those rights are transferred to us. That person or organization must r!a
everytf�ing necessary to secure aur rights and must do nothing after "accident" or "loss" t� impair them.
However, if the insured has waived rights to recover through a written contract, or if your wori� was
commenced uncfer a lefter of intent or work order, subject to a subsequent reduction in writing of such a
waiver with customers whose custamary contracis require a waiver, we wai�e any right of recovery we
may ha�e under this coverage form.
C. The following is added to Condition 2. Concealment, !�liisrepresentatian or �raud under section �. Ceneral
Conditions:
Howe�er, if you uninten#ionally fail to disclose any hazards at the inceptian of your policy, we wiff not deny
co�erag� under this coverage form because of such fiailure. This provision does not affect our right to
collect additionaf pr�mium or exercise our right of canceflation ar nan-renewal.
�. Paragraph i�. of Candi#ion 5. �ther insuPance under sec#ion B. �eneral Cond€tions is deleted and replaced
6y the following:
b. For Hired Auto Physical Damage Coverage, the follawing are deemed to be covered "autos" you own;
(1) Any co�ered "auto" you lease, hire, rent or borrow; and
(2) Any covered "auto" hired ar rented by your "employee" under a contract in fhat individual
"employee's" name, with your permission, while perForming dufies related to the conduct of your
business. However, any "auto" ihat is leased, hired, rented or borrowed with a dri�er is nok a
covered "auto", nor is any "auto" yau hire from any af yaur "ernploy�es", par#ners (if you are a
partnership), members (if you are a limited liability company), or members of iheir households.
CAU 058 (D5 19) Includes copyrighted ma#erial of the Insurance Services Office, Inc., with its permission. Page 4 of 4
Copyright 20�8 FCCE Insurance Graup.
COMMERCIAL AU70MOBILE
Palicy #CAA100051065 CAU 082 (01 15)
THIS ENDORSEMENT CHANGES �HE POLICY. PLEASE READ IT CAREFULLY.
�u�o�'�►T'ie inis���� � �usiirt��� /4�-ro �����v
F�R1I�YAF�YIN�IV��ONiRI���IPI� �lVb�R� R�C,3UIR�� B�i' C�R�T�ACT
This endorsement modifies insurance provided under the following:
BUSINESS AUTO COVERAGE FORM
This e�dorsement is subject to the terms, condiiions, exclusia�s and any other provisions of the BU51NE55
AUTO COVERAGE FORM or any �ndorsement atiached thereto unless changes or additions are indicated
below.
For the purpose of this endorsement, Sectin� II.A.1. Who Is An lnsured is amended by adding the following:
1. Any person or organization when you and such person have agreed in writing in a contract signed and
execu#ed by you prior #o th� loss for which coverage is sought, thai such person or organization be added
as an "insured" on your auto palicy. Such person or organization shall be an "insured" fo the extent your
negligent actions or omissions impose liability on such "insured" without fault on its part.
2. This insurance is primary and non-contributory to other liability coverages of fhe person or organization
being added to this policy as an "insured" wi�en so required in a written contract or agreement ihat is
execu#�d prior to the foss for which coverage is sought.
CAU 082 (01 95} Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 1 of 1
Copyright 2015 FCCI fnsurance Group.
�
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WORKERS' COMPENSATION IIVSURANCE
wo���as co���n�s��ion� ���
�Afl��OY�RS �iA�I�IYY �O�ICY
Ii�C 4� 03 0� �
Insured copy
��3�511R�Ai��R O� OU� �IGH� �O ��C�V�R ��B�IAA ��li�f�� �f���f�SEfl��i�'T
This endorsemeni applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the
Information Page.
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our
right against the person or organization named in the Scheduie, buf this waiver applies only with respect to bodify injury
arising ouf of the operations described in the schedule where you are required by a written contracf ta �btain this waiver
from us.
This endorsement shall not operate directly or indirectly to ber�efit anyane not named in the 5chedule.
The premitam for this endorsement is shown in the Schedule.
Scheduie
1. ( ) Specific Waiver
Name of person or organization
(X) Blanket Waiver
Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver.
2. Operations: All Texas operations
3. Prerrtium:
The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection
wifh work performed for #he above person(s) or organization(s) arising out of the operations described.
4. AcEvance Premium: Included, see Inforrriation Page
This endorsement changes the policy to which Et is attached effective on the inception da#e of the policy unless a different date is indicated below.
{The following "attaching clause" need be completed o�ly when th{s endorsemenf is issued subsequent to preparation of the policy.)
This endorsamenl, effective o� 8/12I20 at 12c01 a.m. stancfard time, forms a part of:
Policy no. 0002Q51085 of Texas Mufual Insurance Company effective on 8112120
lssued io: WlLLIAM J SCHULTZ INC
DBA: CtRC�E C CONSTRUCTION COMPANY
NCCI Carrier Code: 29939
This is not a bill
/ �
. � _
AuthoriEed representative
8117120
PO Box 12058, Austin, TX 78711-2058
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PL�A�� I�E�aD� T�� �IVT°�R� P��I�1� ��R��U�LY.
Various provisions in this policy restrict co�erage. fiead the e�tir� poiicy carefulfy to
determine rights, duties ancf what is and is not covered.
Throughout this policy, the words "you" and "your" rafer to the Nat�'ied lnsured shown in
the Decfarations and any o#her person or organization a�ualifying as a Named insured under
this polEcy. The vvords "we", "us" ar�d "aur" refer ta the compa�y praviding this insurance.
The word "ir�sured" means any person or flrganfzation qualifying as such under $�C�I�IM li -
l�iF�� I� AN Ii�SURP��.
Qther words and phrases that appear it� quatatfort marks have special meaning. Refer to
��G�I�f� 1�! o ���II�IiidN�.
�E��l�N 1 - �@F��R��a�S
!�. ����14AG� A1 - ��G�g� �QLLQ1db0-f�RM
!,l�t��61�1i
1. We wilf pay on behalf of the insured
those sums, in excess of the
"applicable underlying IirniY', fhat the
insured becomes legally obligated to
�ay as damages ta which Caverage A
o�F this insurance applies, pravided
that the "underlying insurance" wou[d
apply to such riamages but for the
exhaustian o# its appiicable limits of
insurancE. If a sublimiE is specified in
any "underlyir�g insurance", Coverage
1� of this insurance applies ta
darnages that are in excess of that
sublimit only if s�ch sublimit is
s�orrvn for that "underlying insurar�ce"
in the Schedule Qf llnderlying
Insurance.
�. Coverage i4 of this insurance is
subject to the same terrns,
conditions, agreements, exclusions
and definitior�s as the "underlying
insurance". except wit#� respect to
any pravisions to the contrary
contained in this insurance.
3. ihe amo�nt we wil! pay for damages
is iimited as described irt ��Cil��' II�
- LII�IYITS �F IN�l�R�tI�C�.
4�, For the p�rposes of �'aragraph 1.
above:
�ll �@ 09 @� 1�
�. The applicable limit af insurance
stated for the polic#es of
"underlyinc� insuran�e" in the
Schedule Of fJnderlying Insurance
will be considered tv be reduced
or exhausted onfy by the
following paycnents:
('�) Paymer�ts af judgments or
settlements for r�amages that
are covered by that "underlyirtg
insurance". However, if such
"underlying insurance" has a
policy period which differs
from the policy period af this
Excess �ollow-I�orrr� And
Umbrelia Liability Insurance,
any such payrr�ents fnr
darrrages that �rauld not be
covered by this Excess Follow-
Form And Umbrella Liability
Insurance faecauae of its
different policy period rnrili not
reduce or exhaust the
applica�le [imit of insurance
stated far such "underlying
insurance";
E�1 PaYmen�s of "mecfical exp-
snses" thak are covered by
that "underlying insuranca" and
are in�urred for "bodiiy injury"
caused by an accideni that
takes place during the policy
period of #his Excess Foltow-
�arm Q,nd Umbrella Liability
Insurance; or
� 2q � s-rne Traveiers Indemni#y Company, All r�ghts reserued. Page 1 af 23
UMBftELLA
(�) Payments of defense expenses
t#�at are covered by chat
"underlying insurance". . only if
s�ch "under�ying insurance"
incfudes such payments wi#�irs
the limits of insurance.
However, if such "underlying
insurance" has a poficy periad
which differs from the policy
period of this Excess Follow-
�orm And U�brella Liability
Insurance, any such payments
far dafense sxpenses tF�at
would no# be cavered by this
�xcess Follow-Form And
Umbrella Liability lnsurance
because of its different policy
period wifl not re�uce or
exhaust the applicable limit of
insurance stated for such
"underfying insurance".
If the applicak�l� limit of insurance
stated for the policies of
"underlying insurance" in t��
5cheduie Of Underlying Insurance
is actually reduced nr exhausted
l�y other payme�ts, Cor�erage �° o#
th€s insurance is not invalidated.
However, in the event of a iass,
wa will pay only to the extent
that we wauld have paid had such
limit not been act�aally reciuced or
exhaustec! hy such otfter payments.
b. Ef any "underlying insuranc�" has
a lirnit of insurance greater than
the amount shown far that
insurance in the Schedule of
Uncierlying Insurance, this
insurance wifl apply in excess of
that greater atnount. 1f arry
"undertying insurance" has a limit
ofi insurance, prior to any
reduction or ext�austion by
payment of damages, "rr�ed€caf
expenses" or defense expenses
descrifaed in Paragraph � above,
that is less than the arnount
shawn for that insurance in the
Schedule Of Underlying Insurance,
this insurance will appfy in excess
af the arnour�t shown far such
insurance in the Schedule Df
Underlying insurance.
5. When €he "undsrlying insurance"
applies on a clairns�macfe basis and
irocludes a retroactive date provision,
t�e re#roactive date for Coverage �
of �his insuranee is the sarne as the
retroacti�e date nf that "underlying
insurence".
"property damage", "parsnnal injury"
or "advertising injury" to which
Coverage B of this insurance applies.
2, Coverage � of this insura�ce applies
to "bodiiy injury" or "praperty
damage" only if:
�. The "bodily injury" or "property
damage" is caus�d by an
"occurrence" that takes pface
anywhere in the world;
6�. �'he "bodily injury" ar "property
damage" accurs during the poficy
period; anc!
t. �rior to the poficy pEriod, na
insured listed under Paragraph 1.
in Paragraph �., �01����� � -
�fld���l�6R �IA�IdiT1P, of �CTI��i II -
�Ilfi�� IS 1��! 11115l��E� and no
"employee" authorized by you to
give or receive notice of an
"occurrence" or claim, knew that
the "bodily injury" or "property
damage" har! acc€�rred, in whole
or in part. If such a listed insured
or authorized "em{�loyee" knew,
prior to the palicy period, that the
"hodily injury" ar "prnperty
damage" occurred, in whofe or in
part, then any continuation, change
or resurn{�tion of su�h "bodily
injury" nr "property darnage"
during or after the poiicy period
will be deemed to have been
known priar to the policy period.
�. Coverag� � nf this insurance applies
to "personaf inj��y" or "advertising
injury" caused by an offense ar�sing
out of your business, but on�y if the
offense was committed during the
policy period anywhere in tF�e wprld.
4. The amount we will pay for damages
is lirr�ited as descriFaed in ��YIDIII III
- �1liiYli� �� Ii�SU�AW��.
�. "Bodiiy injury" or "property damage":
�. Which occurs durin� the �vficy
period; and
b, Which was not prior to, b�tt was
dt�ring, the polfcy periad known to
have occurred by any insured
lisf�d under Paragraph 1. in
Paragraph B.. GD�lER►A�� � p
u������� �i��i�i� �� �crian� u �
1i'r�1�0 [� � INSU���. or any
"ernployee" authori�ed by you ta
give notice of an "occurrence" or
clairn;
�. ��l����G� B- l�NI�RELLA �iA�l�l1'Y includes any continuatian, change or
'�. We will pay on behalf of the insured resumption of the "bodily ir�jury" or
those sttms fn excess of the "self- "K�roperty damage" after �he encf of
the policy perio�.
insured f@�8fltfOiEr' that the insured
becomes legally abligated to pay as 6• "Bodily injury" or "praperty damage"
damages because of "6oclily injury", will be deemed to ha�e been known
Page 2 Of 2� � 2Q 16 The Traueiers Indemrnty Company. A91 rights reserved. ��J �a Q� �� 9�
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UMBRELLA
to ha�e occurred ai the eariiest time
vuhen any insured �isted under
Paragraph 1. in Paragrapf� �., ��V���G�
6- UM�R���� �iA�IdITY. Of S��TIDi� I�
- �HQ I� �Ai� II���l�� or any
"employee" aut�orized by you to give
or receive no#ice of an "occurrence"
or claim:
� Reports ali, or ar�y part, of the
"bodily injury" or "praperty
damage" to us or any other
irrsurer;
•- f�. Receiv�s a written or verbai
�, demand or claim for demages
a because af the "i�odily injury" or
� "property damage"; or
* c. Becomes aware ay any other
rr�eans that the "bodily injury" ar
Y "property damage" has occurred
m or has begun fo occur,
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7. Darnages because of "bodily inj�ry"
include damages clair�ed by any
person ar arganization for care, lass
of services or death resulting at any
kime from the "bodily injury".
�. Coverage � af this insurance rfoes
not apply tn damages covered by any
"underlying insurance" or that would
have heen covered by any "underlying
insurance" but for the exhaustion of
its appiiaable limit of insurance.
G. COd€���� C - ���SIS nA���G����i
SE�I�I�E EiIPE�l�ES
1. We will reimburse the insured, ar pay
on the insured's beha[f, "crisis
mar�ag�ment service exper�ses" to
which Coverage C applies,
�. Cov�rage C of this insurance applies
to "crisis rr�anagement service
exper�sss" �hat:
a Arise out of a"crisis managern�nt
event" that first comrnences
during the policy period,
b. Are incurred by the insured, aft�r
a "crisis manag�ment event" first
commences a�td before such event
ends; and
�. Are submitted to us within 180
days afiter the "crisis management
advisor" advises you that the
"crisis management event" na
longsr exists.
3. A"crisis rnanagement even#" will be
deerned to:
�i. End when we decide that the
crisis no ionger exists or when
the Crisis Martagement Serv€ce
Expenses Limit has been
ex�rausted, whiche�er occurs first.
�. The amount we wi II pay far "crisis
rnanagement service expensss" is
limited as described in ��CTl01R� I!I �
Lllf�iT� �F iNSl�RA�GE.
5. A"self�insured retention" daes not
apply to "crisis rnar�agement serv�ce
expenses".
6. Any payrr�ent of "crisis management
servfce expenses" that we make will
not be determinative of aur
abligations under this insurance with
respect to any claim or "suit" or
create any duty to defend or
indemnify any insured for any claim
or "suit".
�. ������ �� �u���F��r�R� ���rn�r�urs
'�. We will ha�e the right ancf duty to
defend the insurec�:
�. Under Coverage A, against a"s�it"
seeking damages to which such
coverage applies, if;
(1} ihe "applicabie underlying
limit" is the applicable lirnit of
insurance stated far a policy
of "underlying insurance" in
the Schedule Of Underlying
fnsurance and such lirnit has
been exhausted soleEy due to
payments as perr�itted in
Paragraphs 4.8.(i), (�} and (31 af
�a����G� A - ��C�SS F�L�81M-
FDRR�I d���i�iry af s�crr�� i—
6��ERAGE�; or
(�� The "applicable underlying
limit" �s the applicable lirnit of
any "ather insurance" and such
limit has bee�t exhausted by
payments of judgments, settle�
ments or m�dicat expenses, ar
related costs or expenses (if
such casts or exp�nses red�ce
s�ch lirr3its�.
For any "suit" for which we have
the right and duty to defencf the
insured under Coverage A, defense
expenses will be within t�e I[rnits
of insurance af this poiicy when
such expenses are within the
fimits of insurence of the
applicable "underlying insurance";
ar
��irst commsnce at the time when �, Under Coverage �, against a"suit"
any "executive officer" first seeking damages to which such
becvmes aware of an event` or coverage applies.
accurrence that leads to that
"crisis management event"; and 2. Wa have no duty fo defend any
insured against any "suit":
�i� �� Ot �7 96 � 2016 The TraveEers Indemnity Company. All rights reserved. P8g6 3 of 23
UMBREL�A
� Seeking dat�nages to which this
insurance does not appfy; or
!v. If any other insurer has a duty to
defend.
�. When �nre have the duty t� defend,
we may, at our discretion, investigate
and settle any claim or "suit". tn all
other cases, we may, at our
discretion, participat� in the
in�estigation, defense and settiement
o# any claim or "s�it" for damag�s
to which this ir�surance may app{y. If
we exercise sueh right ta partieipate,
all expenses we incur in doing so
wili not reduce tha appficable iimits
of insura��e.
4. Our du�y ta defend ends when �nre
have used up the applicable Iimit of
insurance in the paytnent of
judgrnents or settlements, or defense
expenses if such expenses are within
the limits of insurance of this policy.
�. We will pay, with respect to a claim
we inve5tigate or settle, or "suit"
aga€nst an insured we defend:
a. All expenses we incur.
�. The cpst of:
(i} �aif bonds required bscause nf
accidents or ��affic law
vialations arising aut of the
us� of any veF�icle to which
this insurance applies; or
(1) App�al bonds and bonds to
releas� attachments;
but oniy for bond arr�ounts within
ti�e appficable limit of insurance.
We do not have to furr�ish thase
bonds.
C. All reasonable expenses incurred
by the ins�red at our re�uest to
assist us in the investigation or
defense af such claim or "suit",
includin actual loss ofi earnings
up to � 1,UU0 a day because of
time off from work.
d. All court costs taxed against the
insured in ihe "suit". However,
these payrnents do nai inelude
attorneys' fees or at#orneys`
expenses taxed against the
insured.
e. Prejudgment interest awarded
against the ir�sured an ihat part of
the judgment ►n►e pay. If we make
an offer to pay tf�e applicable
fimit af insurance, we will not
pay any prejudgment interest
based on t�tat period of time after
the offer.
f. Alf interest that accrues on the
full ama�nt of any judgment after
er�try of t€�e judgmen# and �efare
we haue paid, offered to pay or
depasited in court the pari of #he
judgm�nt that is within the
applicabfe limit af insurance. If
we do not pay part ofi the
Judgment for any reason other
than it is rnore than the appiicabl�
limit of insurance, we will not
�ay any inter�st that accrues on
that portion af the judgment.
With respect to a claim we
in�estigate or settle, or "s�iY' against
an insured we cfsfand ur�der GOV�RI�G�
A — �XC��S ��LL�1�A—�r�RKN LlA�lLI�,
these payments will not reduce the
applicabie limits of insurance, but
only if the applicable "underlying
insurance" provides for such
payments in addition tn i4s lirnits of
insurance. With respect to a claim we
investigate or settle, or "suit"` against
an irtsured we defend under GalAER�iQ�
� � UhA�REl��A LI��lLf'iY, these
payments will not reduce the
applicable limits of insurance.
S��i18N [I — lM�O I� AN l��U�feD
�4. G����p�G� � — �XGE�� F06��1A�—�0#��A
�IA�1bITY
With respect to Caverage �, the
folfowing persons and flrganizations
qualify as insureds:
9. �he Nameci Insured shown in the
�eciarations; and
2. Any other person or organization
qualifiying as an insured in the
"underGying insurance". If yau have
agreed to provide insurance for that
person or organization in a written
contract or agreement:
�. Ths firrtits of insurance afforded
ta such person or organi�ation
wi[1 be:
(11 The amount by which the
rr�inirrtum limits of insurance
you agreed to provide such
person or Qrgani�ation in that
writter� contract or agreement
exceed the totai limits of
insurance of a!I applicable
"uncferlying insurance"; or
(�) The limits of irtsurance of this
policy;
whichever is less; and
6. Coverage under this pnlicy does
nor apply to su�h person or
organization if #he minimurr� limits
of insurance yau agreed #o
pravide s�ch person or
organizatinn in that written
contract or agreement are wi�olfy
within the total limits of insurance
of a!I avai�able applicable
"underfying insurance".
P��� 4 Rf �3 � 2016 7he Travelers Indemnity Comp�ny. All rights reserved. �U �3@ @1 �i ��
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o �. C�V' ���G� � — Uf1fY���LLA LIf�,�ILl�'Y
' � With respect to Coverage �:
" 7. The Narned Insured shown in the
Qeclarations is art irtsured.
�. if you are:
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�, An individuaf, your spouse is also
an insured, but only with respeet
to the canduct of a business nf
vuhich you are the sole awnet'.
b. A partnership or joint �ent�are.
your mambers, your partners and
their spouses are alsa insureds,
but only witF� respect tn the
conduct of your business.
t. A limited liability company, your
members are also insurecfs, but
only with respect to the �onduct
af your busiRess. YQur managers
are also insurecfs, but only wit#�
respect to their dut�es as your
managers.
d. An organizatfan other than a
partnership, joint venture or
limited liability corn{�any, yot�r
"officers" and directors are also
insureds, but only with respect ta
their duties as your "officers" or
directors. Your stocki�olders are
alsa insureds, hut only w�th
respect io their liability as
stockholders.
e. A tr�st, your trustees are afso
insureds, but oRly with respect to
their duties as trustees.
3. Each of the falfowing is alsv an
insured:
UMBREt�A
course of his or her
employment or performing
duties related to the
conduct df your business,
or ta your other "volunteer
workers" w�ile per#orm€�g
duties related to the
conduct of your business;
(b) To the spouse, child,
parent, brather or sister of
thet co-"empioyee" a�
"volunteer worker" as a
consequence of Paragraph
fil(a1 abo�e;
(C� �or which there is any
obligation to share damages
with or repay someone eise
who rrrust pay damages
because of the inJ'ury
described in Paragraph I1j[�)
ar {�) above; or
(�]] Arising out ofi his or her
providing or failing to
provide pro#essianal health
care services.
Unless you are in the business
or accupation of providing
professionai health care
services, �aragraphs (1�[s1, �h1,
(C� and (r�� above da not
apply to "hodily injury" arising
out of provid€ng or failing
to provide first aid or "Good
Samaritan services" by any
of your "ernpiayees" or
"voluntser workers" other than
an empEoyed o: volunteer
doctor. Any such "empfoyees"
or "vofunteer workers"
praviding or failing to provide
first aid or "Good 5amaritan
services" during their work
ho�rs #or you will he desmed
ta bs acting within the scope
af their ernplayrnent by you or
performir�g duties ralated to
t#�e conduct of your qusiness.
(2} "Pro�erty damage" to property:
(�) Ovsrned, aGcupied or used
by, ar
��] Rented to, in the care,
custody or contro! af, or
over which physical controi
is being exercised for any
purpose by;
you, any of your "employees"
or "volunteer workers", any of
your partners or �'nembers �if
you are a partnsrshi� or joint
venturey, ar any of yc�ur
members (if you are a limited
�iability carrtpany}.
�. Yaur "volunteer workers" only
while performing ciuties retated to
the cpnduct af your business, or
your "employees", other than
either your "officers" �if you ar�
an organization other than a
partnership, joint venture or
limited liabifity compa�y� or your
managers (if yau arE a litnited
liability company}, but only for
acts within tF�e sco�e of their
empEayment by yau or while
performing duties related to the
conduct of your business.
Hawever, nane of these
"empioyees" or "vaiunteer
workers" are insureds for:
� �1) "�odily injury" or "personal
ir�jury'.
(�} To you, to your partners or
mem6ers {ff you are a
partnership or joint �enture),
to your members (�f you
are a limited liability
campany), to a co-
"employes" while in the
EU �8 8i �1 1� � 20i6 The Travelsrs lndemnity Campany. All rights reserved.
f'age 5 of 23
UMBRELLA
I�. Any person (other #han your
"employee" or "vc�funt�er
wprker"�, or any organization,
while ac#ing as your real estate
manager.
�. Any person or organization having
proper temporary custody of your
property if you cfie, but only:
(7] With respect to liahility arising
out af the rnaintenance or use
af that property; ar�d
(�) Un#il your legal representative
has been appointed.
d. Your iegai representative if you
die, hut only with respect �o
duties as such. Tha# representative
will have aEl your rights and
duties under this insurance.
4, Any organizatian, other than a
partnership, joint venture or lirnited
liability company, af which yau are
the sole owner, ar in which you
maintain an ownership interest of
mnre than 5d%, on the first ciay of
the poficy period is art ir�sured and
will qua�ify as a Named Insured. No
such organiaation is an insured or
wil! qualify as a Narr�ed Insured for
"bodily injury" or "property damage"
thac accurred, or "personal Injury" or
"advertising injury" caused by an
offense committeef after the date, if
any, during the policy period, that
you na longer maintein an ownership
interest of more than 50% in such
organizatio�.
5. Any arganization you newly acquire
or form, other than a partnership,
joint venture or limited liability
company, and of which you are the
sole owner, or in which you maintain
an ownership interest of more t�an
50%, is an insured and will quaiify as
a Narned fnsur�d if there is no other
similar insurance availabie to that
ar�anization. However:
�. Coverage under this pravisian is
affarded onEq unti! the 180t� day
after yau a�yuire ar fiorm the
organiaatian or the end af the
�olicy period, whichev�r is �arfier;
and
�. Coverage for such organization
daes not apply to:
('�) "Badily ir�jury" or "prop�rty
darnage" that occurred; or
(2j "Personal injury" or
"adver�ising injury" arising out
of an affense committed;
hefore you acquired or farrned the
organization.
No person or organization is ar� insured
or will qualify as a Narrted fnsured with
respect to the conduct of any ce�rrent ar
past partners�ip, joint venture or lirnited
liability company that is nat shown as a
Narned lnsu�ed in the Declarations. This
paragraph daes nat apply Co any such
partnership, jaint venture or I�mited
liability �ompany that otherwise qualifies
as an Ensured under Paragraph B. of
S��Y���1 If - WH� IS AN 1h1S�i���.
�. 1�01���� C -
���VI6� �JiP����
With respec# to
�`ollawing persons
insureds and will
Insureds:
��I�I� �Af�AG��9�N�'
Coverage �, the
and organizations are
qualify as Namecf
7. The Named Insured shown in tF�e
�eclarations.
Z. Any organization, other t�an a
partnershipr J�fl�� venture or limited
iiability company, of which you are
the sole vwner, or in uahich you
maintain an ownership interest of
more th��t 509b, on the first day of
the policy perfod, f�o such
organiaation is an insur�d or will
qualify as a Named lnsured far
"crisis rnanagement service ex�enses"
arising vut of a"crisis management
event" thai first comrnences after the
date, if any, dunng t�e �olicy period.
that you no ionger maintair� an
ownership interest of mare than �0%
in such arganization.
3. Any organizatian you newly acquire
or form, other than a partnership,
joint venture or limited liability
campany, and af which you are the
sole owner, ar ir� which you maintain
an ownership ir�terest of rr�ore than
5Q96, if there is no other similar
insurance available to that
organization. Hawever:
�. Cave�age und�r this provision is
afforded only until ihe 1���h day
after you acquire ar €orm the
organiz�tior� or the end of the
policy periocf, whichever is earlier;
and
C. Goverage for such organization
does not apply to "crisis
management service expenses"
arising out of a"�risis manage-
ment event" that occurred before
you acquired Qr farmed the
organization, even if an "executive
of#icer" only first becomes aware
of an "event" or "accurrence" that
leads to such "crisis managament
event" after the date you acquired
or formec! the organization.
��C�� � Qf 2� � 2Q 9 6 The Travelers Indemnity Company. All rights reserved.
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UMBRELLA
iVo person or organization is an ir�sured
or wilf qualify as a Named lnsured with
respect to the conduct of any current ar
past partnership, joint venture ar limited
liability company that is not shown as a
Named fnsured in the Declaratians.
�E�TIQW III — LIRIP�T� i�� t�i�!lRAN��
because of "bodily injury" or "prnperty
darnage" included in the "'products-
completed operatians hazard".
�. Subject to Paragraph �, or �, above,
whichever ap�lies, the Occurrence Limit
is the r�ost we will pay for the sum of
all:
�. The Limits oF Insurance shown in the
Declaratians and the rules below fix the
most we wil! {�ay for th� amounts
described heiaw to which this insurance
applies regardfess of the number af:
1. Insureds;
2. Claims mac�e or "suits" brought;
3. Number af vehicles involved;
4. I'ersons or organizations making
claims or bringing "suits"; or
5. Ca�erages provided under this
insurance.
As indicated in Paragraph �.9. af �i�i1014�
I— CDV��W���, for any "suit" for which
we have the right and duty to defend the
insured under Cov�rage A, defeRse
expertses will be within the lirnits of
insurance of this policy when such
expanses are witF�in the limits of
insurance of the applicable "underfying
insurance".
B. The General Aggregate Limit is i�e rnost
vue will pay fnr the sum of all:
1. Damages; and
2. Defense expenses if such expenses
are within the firnits of insurance of
this policy;
except:
i. �amages and defense expenses
because o� "bodily injury" ar
"property damage" in�l�ded in ti�e
"auto hazard";
3. Damages and defense expenses
because of "f�adify injury" ar
"property damage" irteluded in tF�e
"products-completed operat�ons
hazard"; or
3. Damages and defense exper�ses for
which insuranee is provided �tnder any
Aircraf# Lia�flity eoverage included as
"underlying insuranc�" to whicF� na
aggregate limit applies.
�. The Products-Cnmpfet�d Operations
Aggregate Limit is the most we will {�ay
far the sum af aIL-
't. ❑amagas; and
�. �efense expenses if such expenses
are within tF�e I�mits of insurance of
this policy;
�. Damages arising out of the actual
or allege€i presence or actuai,
alleged ar threatened dispersai of
asbestos, asbestos fihers or
products cantaining asbestos,
provided that #he damag�s are
caused or contributed to by the
hazardo�as properties of asbestos.
b. �arnages arising out of the actual
or afleged presence or actual,
al[eged or ti�reatened dispersal af
�1.1 @� Ciq 0� iia � 2016 The Travalers Indemnity Corr�pany. All rights reserved. PagB 7 Of ��
1. Damages, and dsf�nse expenses if
such expenses are within the iimits
o# insurance of this policy, �ander
Co�erage A arising out of any one
"event" to which the "underlying
insurance" applies a limit of
insurance #hai is separate from any
aggregate limit of insurance; and
2. �amages under Coverage � because
of all "bodi�y injury", "praperty
damage", "personal injury" or
"advertising injury" arising oUt nf any
one "occurrence".
Far tF�e purposes of deterrnining the
applieabis Occurrence Limit, atl related
acts or omissians cornmitted in the
providing or failing to provide first aid
or "Cood 5amaritan services" ta any
one person will be considered one
"accurrence".
�.
�.
��G
T'hi
A.
Yhe Crisis Management Service Expenses
Limit is the most we v►fill pay for the
sum of all "crisis management ser�ice
expenses" arising o�t of al! "crisis
management events". Payment of such
"crisis management service expenses" is
in addition to, and wili not reduce, any
other limit of ir�surance of this policy,
TF�e fimits of insurance of this policy
apply separately to each consecutive
annual period and ta any remaining
p�riod af iess than 12 manths, starting
with the beginnin� of the poficy periad
shown in the Declarations. If the policy
periocf is extended after issuance #or an
additionai period of less than 72 months,
4he additioha! period will be deemed part
of th� last preceding periad for pur�oses
of determining the fimits of insurance.
TIO� IV — Ei��Ll��EOW�
s insurance does not apply to;
With respect to Co�erage A and
Coverage �:
1. Asb��t�s
UMBR�LLA
any solid, liquid, gaseous or a. Whether fhe insured may be fiabie
thermal irri#ant or contamireant, as an employer or in any other
including smoke, vapors, saot, capacity; and
fumes, �cids, alkalis, chemicals �, �Q any obligation to share
and waste, and that are part of
any claim or "suit" wnich also darnages with or repay someone
alleges any damages described in else who must pay damages
Paragraph S, above. hecause of the injury.
�. Any lass, cost or expense arising �• �����`� �g���6 ��� ������ ����
aut of any: Any obligation of th� insured under:
(1) Request, demand, order or �. The Employees Retirerrtent Incame
statutory or regulatory Security Act Of 1974 (ERlSA1 or
rec{uirement that any insured or any of its amet�dments;
others tesc for, moreitor, clean �, The Consolidated Qmnibus �udget
up, remave, contain, treat, Reconcifiation Act of 1985
detoxify or neutrali�e, or in
any way respond ta, or assess fCO��A) ar any of Fts
the ef�ects of, asbestos, amendments; or
asbestos fibers or products �. Any similar common or statutory
containing as#�estos; or ]aw of arry jurisdiction.
(21 Claim or "suit" �y or on
be�alf of any governmental
authority or any other persan
or organization hecause of
#esting for, monitoring, clean-
ing up, removing, containing,
treating, detoxifying or neutral-
i�ing, or in any way
responding ta, nr assessing the
effects of, asbestos, asbestos
fibers or produ�ts contairt€ng
asbestos.
�. �mploy�ne+�i—�elated �r��tices
Qamages beGause of injury to:
8. A person arising out of any:
(7] Refusal to emplay that person;
��] 7ermination of that person's
ernployment; or
(3) Emplayment-related practice,
pa[icy, act or amission, 5UCI7
as coercion, demotion, eval�at-
ion, reassignment, dis�ipline,
faiiur� tn promnte or advance,
harassmen�, humiliat€on, dis--
crimination� libel, slander.
violation of the person's right
of privacy, malicious
prosecutian or false arrest,
de��ntion or im�rison-ment.
appEied to or directed at that
person, regarriless of ►rv�ether
such practiee, policy, act or
amission nccurs, is applied or
is committed before, durirog or
aftar the time of tha� person's
emplayment; or
�. The spouse, child, parent, brotMer
ar sister of that persor� as a
consequence of injury to that
person as descri#�ed in Paragraphs
�.�i1, 4�1 or (3} above.
T�is exclusion applies:
�. �e�ical �xpenses Or Payr�en�s
Any obligation of the insured under
any "medical expenses" ar madical
payments coverage.
5. N��lea� lVi��ei�l
Damages arising nut of:
�, The actual. afteged or threatened
exposure of any person or
property to; or
�. The "hazardous pra�erties" of;
any "nuclear material".
As used in this excfusion:
�. "Hazardous �roperties" includes
radioactive, toxic ar axplosive
properties;
b. "Nuclear material" rrieans "source
material", "specia� nuckear
material" or "hy-product rmaierial";
and
�. "Source material". "speciai nuclear
matarial" and "by-product mater-
ial" have th� meanings given thern
in the Atomic �nergy Act af 79�4
or any of its amendments.
�. ��i�surerd ee ���eri��uee� AAog�rists, �lo—
�a�lt �nd �imiiar l���rs
Any liability imposed on the insured,
or tt�e insured's insurer, under �ny of
the fa[lovuir�g laws:
�., Uninsured motorists;
b. Underir�sured mo#orists;
�. Auto no-fault or other first-party
personal injury prntection (�IP};
d. Supplementary
uninsuredlunderEnsured rnotoris#s
(New York); ar
e. Medical expense benefits and
irtcome loss benefits (Virginia).
F'age 8 of 23 � 2016 The Travelers Indemnity Company. All rights reserved. �U �� �q di 9�
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7. War
Damages arising ou� of:
�. War, inclutfing undeclared or civil
war; or
C. Warlike action by a military force,
including a�ti�n in hindering or
g defending against an actual or
expectecf attack, by any govern-
� ment, sovereEgn or other authority
� using military personnel or other
agents; ar
-- �. Insurreetion. rebellion. rev[�lution,
; usurped power or action tafcen by
o governmental authority in
hindering or defending against any
� af these.
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8. �oel�ee� �o����s�tid� Aflf� �if1111I8i L�w+s
Any obligation af the insured under a
workers comper�sat€on, disability
benefits or unerr�ployment
compensation law or any similar law.
�. With respect to Coverage �:
'9. Expect� 0� lr�tend��1 I�o�il� Ir�j�P� {�r�
�ro��r4y �l���g�
"�odily injury" or "�roperty damage"
expected or inte�ded from tF�e
standpoint af the insur�d. Th�s
exclusion does not apply ta "bodiiy
injury" or "property damage"
resufting from the us� af reasonable
farce ta protect persons or prop�rty.
�. Co�te�ct��l �ia�ility
"Bodily in�ury", .`property damage",
"personal injury" ar "advertising
injury" for which the insured is
obligated to pay damages by reason
of the assum��ion of liab€lity in a
contract or agreerr�er�t. This exclusion
does not app�y to liability for
damages that the insured wou�d have
in th� absence of the contract or
agreerrsent.
3. I�iq�oe Liabilit�
"Bocfily injury" ar "property da►nage"
for wi�ich any insured may be Iiable
by reason a'f:
a, Ca�sing or contribuiing to the
intoxicatian of any person,
ineiuding eausing or contributing
ta tl�e intaxication of any person
Eaeca�use alcoholic beverages were
permittect to be brQt�ght on your
premises for consumption on your
premises;
E�. The fur�ishing of alcoholic
beverages to a person under the
legal drinking age ar under the
inffuence af aicohol; or
e, Any statute, ordinance or
reguiatior� relating #o the sale,
UMBRELLA
gift, distribut9on or use of
alcohoiic beverages.
4. ��pio�er� l�i�aitit�
"Bodily injury" to:
�. An "ernplayee" of the insured
arising oui of and in the cours�
of:
{'9) Employment by the insured; ar
(2) Performing duties refated to
the conduct of ti�e ins�red's
busi�ess; or
�. The spouse, chifd, parent, brot#�er
or 515�Ef of that "employee" as a
consequence of "bodily injury"
dascribed in �aragraph �. a6vve.
This exclusion appliss:
�. tlltheth�r the insured
as an emplayer or
capacity; and
may be liable
in any other
b. To any ohligation to share
damages with or repay sarneone
else whQ rnust pay damages
because of the "bodily ir�jury".
�. Pa�r�ti�o�
� "Bodily injury", "property
damage", "personal injury" or
"advertising injury" arising o�t of
th� actual, alfsged or threatened
discharge, dispersal, seepage,
migration, release or escape of
"poflutants".
h. Any �oss, cost or expense arising
aut of any:
(1} Request, dsr�and, order or
statutory or regulatory require-
ment that any insured ar arty
other person ar Qrgani�ation
test for, monitor, clear� up,
ramove, contain, treat, deioxify
vr neutralize, or in any way
respond to. or assess the
effects af, "pollutants"; or
(�) Claim or "suit" by or on
behalf af any governmental
authority or any other person
or organization because of
tes#ing for, monitoring,
cleaning up, removing, contain-
ing, treating, detoxifying or
neutralizing, ar in any way
rasponding to, or assessing the
effects of, "pallutants".
�. Aircr��t
"Bodily injury" or "property darnage"
arising out of #F�e ownership.
maintenance, use or entrustment to
others of any aircraf# owned or
operated by or rented or loaned #o
any insured. Use E�cludes operatian
and "loading or unloading".
�U �� �1 �i 96 � 2016 The Travelers Indemnity Company. All rights reserved.
Page 9 of 23
UMBR�LLA
This exclusion appl�es even if t�E
claims against any insured allege
negligence or �ther wrongdo#ng in the
supervisinn, hiring, employrnent,
trainir�g or monitoring of others by
that insured, if the "occurrence"
which taused #he "bodily injury" or
„property damage" involved the
awnership, mairttenancs, use or
entrustment to others of any aircraft
that is owned or operated by or
rented or iaaned to any insurecl.
�. Au�o
"Bodily injt�ry" ar "property damage"
arising out of the ownership,
maintena�ce, use or en�rustment to
others af any "auto". Use inciudes
operation a�d "loadir�g or unEaading".
This exclusion applias even if the
ciaims against any insured allege
neglEgence or other wrongdoing in the
supervision, hiring, employm�nt,
#raining or monitoring of others by
that �nsured. if the "occurrence"
whic� caused the "bodily injury" or
"property darnage" involved the
ownership, maintenance, use or
entrustrnent #o others of any "auto".
T�tis exclusion does not app#y to
"b�dily ir�jury" or "property damage"
caused by an "occurrence" that takes
place outsicfe of the United States of
America (incl�ding its territories and
possessions), Puerto Rico and Canada.
S. W�t���g�ft
"�odily injury" or "property darnage"
arisir�g out ofi the ownership,
maintenanes, use or entrustment #o
others of any w�tercraf# o�rvned or
aperated by or rented or loaned to
any insured. Use includes operatiar�
and "laading or unloading".
This exciusion applies even if Ehe
cEaims against any insured allege
negliger�ce or other wrongdoing in th�
st�pervision, hiring, e�nployment,
training or monitaring of others by
that insured. if ttte "occurrence"
which caused the "bodily injury" or
"�raperty damage" fnvol�ed khe
awnership, rr�aintenance, use or
entrustment to others of any
watercraft that is owned or operated
by or rented or laaned to any
insured.
8.
�
Yhis exclusion does rtot apply to a
watercraft:
W�iie ashore on premises owned
by ar rented ta any insurecf; or
7hat is �0-feet lortg or less and
that:
{91 Yau own; or
(21 You do not own and is not
being used to carry any persan
or property for a charge.
9. �lec����i� ��ta
�amages claimed far tl�e loss of,
loss of use of, darnage to, corruption
of, inability to access, or inabi[ity ta
mani�ulate "eiectror�ic data".
9 0. ��m�ge t'� p�o�e�ty, Pro��cts �r 1S�ork
"Pro�serty damage" to:
ii. F'roper#y you own, rent or accupy,
incfuding any casts or expenses
incurred hy yau, tir any other
person ar organization, fior repair,
replacetr�ent, �nhancement,
restoratian or maintenance of sucF�
property far any reasan, inclucling
pre�ention af injury to a person
or damage to anoth�r's property;
b. Pternises you sefl, give away or
abandan if the "property damage"
arises out of any part of those
premises;
�. Property laaned to ynu;
d. Personal property in the care,
eustody or controi of the insured;
e. Ti�at particular �art of real
property on which yo� nr arty
cantractars or subcantractors
working directly or indirectEy or�
yo�ar behalf are perforrning
o�erations if the "praperty
demage" arises out of thpse
aperations;
�. That particular part o€ any
praperty that mus# be restored,
repaired or replaced because "your
work" was incnrrectly performed
on it;
g. "Your produc#" arising aut of
"your proc€uct" or any part af it;
or
11. "Your work" arising out of "your
work" or any part of it and
included in tF�e "praducts-
completed aperations hazard".
11. Dar��g� �o Ir���i�e�1 Pe�periy Or Pr�perty�
f��t Physica[ly lflju�e�
"Prnperty dama�e" to "im�aired
property", ar praperty that has nnt
heen physically injured, arising out
o f:
�. A defect, deficiency, inadequacy
or ciangerous conditian in "your
product" or "yaur wnrk"; or
!�. A delay or faiiure by you, or
anyone acting or� your behaff. to
fuifill the terms of a cantract or
agreement.
Page 1 Q Qf 2� � 2016 7he Travelers Indemnity Company. All rights reserv�d. �{� �� �'� �'] '��
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UM�RELLA
This exclusion dnes not apply #o the
loss af use of other property arisirtg
out of suddE� �nd accidental physical
inj�ry to "your product" or "your
work" after it has been put to its
intended use.
't2. �ee�ll �f �r��ue�s, l�a��a Qe Impaired
PrQpert�
Qamages cfaimed for any loss, cost
or expense incurred hy you or athers
for the loss of use, withdrawal,
recall, inspection, repair, re{�lacernent,
adjustmen�, remo�al or disposal of:
� "Your product";
b. "Your wor�"; or
e. "�mpaired property";
iF such produet, work or praperty is
withdrawn or recalled from the
market or from use by any person or
organization because of a known ar
suspected defect, deficiency,
inadequacy or dangerous condition in
i#.
93. F�Islatiarr �F Co�su�er Fi��ei�l �ea�tecti��
L��+s
"Bodily injury", "property darnage",
"persanal injury" or "advertising
injury" arising out of any actual or
alleged violation of a "consumer
financia! protection law", ar any
other "bodily injury", "prqperty
damage", "personal injury" ar
"advertising injury" alleged in any
ciaiM or "suit" tha# also alleges any
sueh vialation.
1�. f�aYe�ial Pui�ii��ed Wiih Fi�o�rledge ��
��l�i��
"Personal injury" or "advertising
injury" arising out of oral ar written
pubiication, including pubiication by
efectronic means, of maierial, if done
hy ar at the direction of the insur�d
with knowiedge of its falsity.
1�.14A�teeia� P��li�hed A� Used �rinr Ta
��li�y �eeie�
8, "Personal injury" or "advertising
injury" arising out af aral or
written publicatPor�, incfuding
pliblfcation by electronic means,
of material whase first publicaiion
tooic place befare the beginning of
the policy period; or
�. "Advertising injury" arising out af
infringement of �opyrig�t, "title"
or "slogan" in your "ar�vertise�
ment" wf�ose first infringement in
your "advertisement" was
corr�mitced before the beginning of
the policy periotl.
� �. Geir�ir�� Acts
"Personal injury" or "advertisirsg
injury" arising out of a criminai act
comr�ittec# by or at the direction of
the insured.
20. �rr��ch Qlf iontr�ct
"Personal injury" ar "adv�rtisirtg
irtjury" aris�ng n�at of a breach of
cantract.
2t. awl��y Ar �e�f�pm�rtce �f �o�ds —
Fail�re Ta Confar� i'� �g�te�er�t�
�4. !l�nsolicited Conr��r�i��tie�
"�odily injury", "prnperty cfamage",
"pe�sonal injury" ar "advertising
injury" arising out of ar�y aetual or
alleged vialation of any law that
restricts or prohibits the sending,
transmittiny or distributi�g of
"unsoiicited communicatian".
7 5. �eees� Or �is��os�ee �f Go�fid��tiaf �r
P�rson�t Inform�ti�n
"sodily injury", "property damage",
"personal injury" or "advertising
injury" arising out of any access to
or disclosure of any person's or
organization's confidential or personal
inforrnation.
1�.1Qn�er�ir�g Iliol�tior� Of Rights �� A��tF��e
"�'ersanal injury" or "advertising
injury" caused by or at #he direction
of the insured �rith the knowledge
that the act would vioiate the rights
af another and would inflict "personal
injury" or "advertising injury".
"Advertising injury" arising out af the
fai�ure of goads, praducts or ser�ices
to confarm with any statement of
quality or performance made in your
"advertiser��nt".
22. W��n� �e�eripeiun a� Peiee�
"Advertising ir�jury" arising ot�t a# the
wrong descrip#ian of the price of
goods, products ar services stated in
your "advertisement".
�3.Inc�llecteal �raperty
"Personal injury" or "advertising
injury" arising out of any actual or
alleged infringemer�# or violation of
any of the follawing ri�hts or laws,
or any other "personal injury" or
"advertising injury" alleged in any
claim or "suit" that also alleges any
such infringement or violation:
ee Copyri ght;
�. Patent;
�. Trade dress;
d. irade name;
��l 0� 09 �� 96 � 2� 16 The Travelers Indemnity Company. Ali rights reserved. PS�B 1 1 Of 2�
UMBRELLA
�. Trademark;
f. irade secret; or
g, Other intelfectual praperty r9ghts
or laws.
T�is exclusion does not apply to:
a. "�dvertising injury" arising out of
any actual or aileged infringement
ar �iolation of another's capyright,
"title" or "slogan" in your
"advertisement"; or
6. Any other "person�l injury" or
"advertEsing injury" alleged in any
claim or "suit" that alsa aEleges
any such infringement or violati�n
of another's copyright, "title" or
"slogan" in your "advertisement".
24, I�aur�d� In Ms�ia �nd l���rn�� �y�e
6�si�ess
"�ersonaf injury" or "adr�ertising
injury" arising aut of an affense
committed by ar� ir�sured whose
business is:
� Adveriising, "broadcas#ing" or
publishing;
6�. Designing or determining content
of wab�sites for others; or
e. An Internet search, access,
cantent or service provider.
This exelusion does not apply to
Paragraphs a.(1), (2) and (�) of the
deffnitian of "personal injury".
For the purposes of t�is exclusion:
� Creating and produci�g
carrespondence written in the
conduct of yaur bIJSlf7ES5,
bulletins, financial ar annuat
reports, or newsletters about your
goads, products or services will
not be cansidered the business of
publishing; and
�. The placing of frames, borders or
links, ar advertising, for you or
athers anywhere an the Internet
will not, by itself, be considered
the business o� advertising,
"brnadcasting" nr publishing.
Z5. �lectr��ric �Ix�troorn� Qr ��Ileti� �o�rd�
"Persnnal injury" or "adv�rtising
injury" arising out of an sfectronic
chatraom or bulletin bpard the
insured hosts, owns or over which
the insured exercises contral.
26. El��th�rix�� U�e Q# ,��o�her's �E�me Or
Prod�ti
ta mislead another's patentiai
customers.
�, With respect to Coverag� G:
I�e�rly Aeq�ired, ���tr�lled O� �ormed
E�tifies
"Grisis management service expenses"
arising out of a"crisis management
event" that involves any argani�ation
you newly acquire ar farm anc4 that
occurred prior to the date you acquired
os forrned that orgaRi�ation, even if ar�
"executi�e officer" only first becomes
aware of an "evenY' nr "OCCUfF@I'1C8'� tha�
leads to such "crisis managem�nt �v�nt"
after the date you acquired ar farrned
such orgar�ization.
�CTI��1 � - ��N�IYI�AE�
A. J�P��eAL�
i. If the insured or fhe insured`s
"underlying insurer" elects not to
appeal a judgment which exceeds the
"appficable underlying limit" or "self-
insured retention", we m�y do so.
2. If we appeal such a judgment, we
wiil pay �€I costs of the appeal.
These payments wtl! not reduce t�e
applicahle limi#s of insurance. In no
event will our liabiiity exceed the
applicable limit nf insurance.
�. �AI�KRIiPTC�'
1. Bankruptcy or insolvency of the
insured or of the insured's estate will
not refieve us of our obligations
under this insurance.
�, fn the even# af bankruptcy or
insolvency of any "underlyir�g
insure�", this i�suranee will not
replace such bankrupt or insalvent
"underlying insurer's" policy, and this
insurance wilf apply as if such
"u�deriyin� insurer" had rrat become
ban�€rupt or insolvent.
C. CIl�l��tl,��I�N
1. �he first Named Insured shown in the
�eclarations may cancel this
fnsurance by mailing nr delivering to
us advance written notice of
cancelfatian.
�. We may cancel this insurance I�y
maifing or rleEivering to such first
Named Insured written not4cs af
car�cellakion at least:
�. 10 days befare the effective date
of cancellation if we cancel #ar
nonpayment af premiurn; ar
�
Personal injury' ar advertising �� 6Q days befare the effective date
injury" arising out of the unauthorized of canc�llation if we cancel for
use of another's name or product in any other reason.
your e�r�ai! address, domain name or
f'1'l�tr����, al' ally Othel' slf'1'lilar taCtlGs
Page 12 of 23 � 2Q 1 B The TraveEers Indemnity Campany. All rights reserved. EU �@ B9 8T 9&
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UMBRELLA
3. We will maii or deliver our notice to
such first Narned Insurecf's last
maifing address knawn to us.
�. Notice of cancellation will state the
effective date of cancellation. The
paficy period will end an that clate.
�. If this insurance is cancefled, we will
send such first Named fns�red any
premium refund due. If we cancel, the
refund will be pro rata. If st�ch first
Named Insurad cancels, the refund
may be fess than pro rata. The
cancelfation will he effective e�er� if
we have not inade ar offered a
r�fund.
6. !f notice is mailed, proof of mailir�g
will he sufficient proof of notice.
9. GH�I�E�
This polfcy cantains all the agreements
between you and us concerrting €he
insurance afforded. No change can be
made in the terms of this insuranc�
except with our consent. The terms of
this insurance can he amended or waived
anly by endorsernent issued by us and
macfe a part of this policy.
�. Cl�Rf��R1C1P
Payments #or damages or expenses
described in Paragraph 5. af Paragraph �.,
9EF�W�E Ai�� �U��l,�f#���I�ARY PdY�EI�TS.
af S�Gi'I�l� I— GOVERAG�� will be in the
currency of the United States o�
America. At Qur soEe o�tion, we may
make these payments in a clifferent
currency. Any necessary currency
conversion for such payments w�ll be
calculated based on the rate of exchange
published in the Wall Street Journal
irr�mediate�y preceeding the date the
payment is processed.
F. 0l�TIE� R��AI�D��' G ��i �V�N�, ��Cl����Ik'IC�,
GLAf�! �f� �l�li
1. You rr�ust see io it that we are
r�atified as soon as practicable Qf an
"event" or "occurrence" which may
result in a cfaim under this insurance. �.
To the extent passibie, r�otice should
include:
�. �fow, when and where the "e�ent"
or "occurrence" took place;
6. The names and addresses of any
persons or organizations
s�stair�ing injury, darnage or loss,
and the narnes and addresses of
any witnesses; and
C. The nature and location of any
injury or damage arising out of
th� "event" or "occurrence".
2. !f a c#aim is made nr "stait" is
bra�ght a�ainst any insured which
may resul# in a claim under this
insurance, you must see to it that we
receive written natice of the cfaim ar
"suit" as sno�t as practicable.
3. V1iitF� respect to Coverage A, the
insured must:
� Cooperate with us in the
investigation, settfement or
defense of any ciaim or "suit";
b. Comply with the terms of the
"underlying insurance"; and
�, Pursue all rights of contribution or
indemni#y against any person ar
organizatian wi�o may be liable to
the insured hecause of the injury,
damage or loss #o� whic�
insuranc� is prov�ded under this
policy ar any palicy a#
"underiying ins�rance".
4. With respect tca Coverage �, the
insured must:
�. Immediatefy send us copies of
any demands, notices, summonses
or legal papers received in
connection with the claitn or
••$lllt",
6. Authorize us to obtain necessary
records and ather inforrr�ation;
�. Cooperate with us in the
investigation, settlement ar
defense of any claim or "st�it";
and
tl. Assist t�s, upon aur request, in the
enforcement af any right against
any person ar organfzation which
may be lia�le to the insured
b�cause af injury or damage to
which Coverage B may apply.
No insured will, except at that
i�►sur�d`s ow� expense, voluntarily
make a payment, assume any
obligation, make any admission or
incur any expense, other than for first
aid for "bodily injury" covered by
this insurance, withnut aur consent.
Knowledge o# an "event",
"occurrence", cEaim or "suit" by your
agent, ser�ant or "�mpldyee" will nat
constitute knowledge by you, unless
your insurance or risk manager, or
anyan� warking in t�e capacity as
your insurance or risk manager, ar
anyone you designate with the
respansibility of reporting an "event",
"occurrence`", claim or "suit":
�.
a. Was received notice af such
"evet�t", "occurrenc�", claim or
"suit" #rom such ageni, servant or
,.employee"; or
�. Qtherwise has knowiedge of such
"ev�nt", "occurrence", claim or
•,suit".
�� 0� A1 �T 9� � 2016 The Travelers Indemnity Cpmpany. All rights reserved.
�age 13 af �3
UMBR�L�A
�a. dU�fE� ���AF3�II�C� �4 CRI�I� �A�A��f��l4�T
�d���
You mus#:
1. Natify us within 30 days of a"crisis
management event" that may result in
"crisis management service
expenses".
�. Provide written notice of the "crisis
management e�er�t" as soon as
practicable. io the extent possible,
notice should include:
� How, when and where that "crisis
management event" took �lace;
�. �he names and addresses af any
persons or organizations
sustaining injury, damage or lass,
and the narnec� and addresses af
any witnesses;
�. ihe r�ature and locatiar� of any
injury or damage arisir�g o�t of
that "crisis management event";
and
d. �he reason that "crisis
management event" is likeiy to
involve cfamages covered by this
insurance in excess of the
"applicable underlying li�nit" or
"self-insured retention" and
involve re�ionai or natianal rnedia
coverage.
i�. �3�A�3l1�lI�ITIOi� Qf 1POl�� ���FtS ARi� R�QR9�
We may examine and ae�dit your books
ar�d records as they relate to this
insurance:
1. At ar�y tirr�e d�ring the palicy period;
2. Up to three years after the end of
the policy period; and
3. Within one year after final settlernent
o€ alf claims untler this insurance.
i. ������� �����i�� p���o� aP°���n�
�. When the "underlying insurance"
applies on a claims�made basts, any
au#omatic or basic "extended
r�porting period" in such "ur�clerlying
ir�surance" will apply to this
insurance.
2. When the "urtderlying insurance"
applies on a clairr�s-made basis and
you elect to p�rchase an o�tionaf or
supplemental "extend�d reparting
per�od" in such "underlying
insurance," that "extended reporting
period" will app(y to this insurance
only if:
�. A written request to purchase an
Extended �ieparting Perind
endnrsement for this insurance is
made hy you and received by us
within 90 days after the end af
the poficy period;
b. You have paid all premiums du�
for tF�is policy at the tirr�e you
make such request;
e. You promptly pay the additional
premium we charge for the
Ex#ended �ieporting Period
endorsement for this insur�nce
when due. We will deterrni�e that
additianal prerr�ium after we have
received your request for the
Extended Reporting Period
endorsement for this insurance.
That additinr�al prerrtium is �Qt
subject ta any limitation stated in
the "underlying insurar�ce" on the
amount or percenta�e of
addit�onal prert�ium t�a# rrtay be
charged for the "extended
reporting period" in such
"underlying insurance"; and
d, �hat �xtended Reporting Reriod
endorsemant is issued by us and
made a part of this pol�cy.
3. Any �xtended Reporting �er#od
endorsement for tF�is insurance will
not reinskate or ir�crease the Li�nits
af Insuran�e or extend the policy
periad.
$, Except with respect to any provisions
to the cantr�ry contained in
Paragraphs 1., �, or 3. abave, all
provisions of any option to purchase
an "extended reparting period"
granted to you in the "underiying
iRsurance" apply to this insurance.
INSPECi1�N� Aillii ��lR{d�Y�
1. Wa have the right bu# are not
�
ob I i gated to:
� Make inspections and surveys at
any time;
E�. Gi�e you reports an the
conditions we fiind; and
C. Reaornmend changes.
2. Any inspections, surveys, reports ar
recam�nendatians refate onfy to
insurability a�d the prer�iums to be
charged. We cfa no# make safety
inspections. We da not �anc��rtake to
perform the duty of any person ar
organization to provide for the health
or safety of workers or the public.
Vi/e do not vvarra�t that condit�ons:
�. Are safe or healthful; or
E�. Comply w€th laws, regulations,
cvdes or st�ndarcfs.
�4. ��GA6 A�YI�i� A�AII!!ST �!�
9. Na person or organi�ation has a right
under this insurance:
e. To join us as a par#y or otherwise
bring us into a"suit" asfcing for
damages from an insured; or
P9�B l 4 of 23 � 20 t 6 The Travelers Indemnity Company. Ali nghts reserved.
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b. To sue us on this insurance unless
alI of its terms have besn fufly
complied with.
2. A person or organiaation may su� us
to recover an ar� agreed settlement
or on a fina! judgment against an
insured. We will not be lial�le fior
damages that:
a� Are not payable under the terms
of this insurance; or
E�. Ave in �xcess of the appficable
fimit of insurance.
An agreed settiemant means a
settlement and release of liability
signet[ by us, t�e insured and the
claimant or the clairr�ant's legal
representative.
L. �AIl�'�f�AN�� �� �i4I��1�LYIW� IR��E�RANC�
1. The insurance a#forded by each
policy of "underlying insurance" will
he maintained fnr tF�e fuEl policy
period of this Excess Folfow-Form
And Umbrella I�iability lnsurance. 7his
provision daes rta� apply to the
reduction or exhaustiort of the
aggregate limit or limits of such
"ur�derlying ittsuranca" solely by
payrne�ts as permi#ted in Paragraphs
4.�.{9�. (�1 a�d �3) of �BF,���P� A -
�X���� ��LL�ld41—Fai�A d1A��dIT1P of
S�CT19N I — ��1A�����. As such
poticies expire, yau will renew them
at limits and with caverage at least
equal to the expirrng limits of
insurance. !f you fail �o compfy with
the above requirements, Cnv�rage �i
is not invalidated. hlowever, in the
e�ent of a loss, we will pay on�y ta
the extent that we would have paid
had you cornplied with the above
requirements,
�. Tl�e first NamecE Insured shown in the
Declaratians must give us writken
nat{ce of any change in the
"underiying insurance" as respects:
�. �overage;
i�. Limiis Qf insurance;
C. Termination of any eoverage; or
rd. �xhaustion of aggregate limits.
3. If you are urtable to recover frnm
any "underlying insurer" because
you fail to cornply with any term
or eonditian of the "ur�derlying
insurance", Coverage A is nnt
invalidated. However, we will pay tar
any loss anly to t�e ext�nt that we
would have paid had you complied
wit� tFtat term nr condition in that
"und�rlying insurance".
�A. DYR1�e� ff�SElRAI�G�
UMBfi�LLA
This insurance is excess aver any vaiid
and collectible "other insurance" whether
such "other insurance" is stated to be
primary, contri�iuting, excess, contingent
or otherwise. This provision does nat
apply to a polioy bought specifically to
apply as excess of this insurance.
Hawever, if you specitically agree in a
written contract or agreement that the
insurance provided ta any person or
organizatian that qualifies as an insured
under this insurance rnust app[y on a
primary i�asis, nr a primary and non-
cantr�f�utory basis, then €nsurance
pro�idad untler Coverage A is subject to
the following provisions:
1. Th9s insurance will apply hefare any
"other insurance" that is available, to
such aclditional fnsured which covers
that persor� or orgaroization as a
named insured, and we wilf Rot share
with �hat "other ins�rance", provided
that the injury or damage for which
co�erage is sought is caused by an
"event" that takes place or is
cammitted subsequent to the signing
o� that contract or agreement by you.
2. This insurance is still excess o�er
any vafid and coilectible "other
insurance", whether prirnary. excess,
contir�gent or atherwise, which covers
that person or organization as an
additiona! insured or as any other
insured that does not quaiify as a
named insured.
�. ����Itdfw
1.
i.
3.
TF�e first Named Insured shown in t�te
Declarations is respansible fnr th�
payment nf afl prerniums and will be
the payee for any return premiums.
ff th� premium is a flat eharge, it is
not suk�ject to adjustment except as
provicled in Paragraph �. helow.
If the premium is other than a flat
charge, it is an advance premium
anfy. The earned premium vtirill be
computed at the enrt of ths pvlicy
periad, or at the end of eacY� year of
the poiicy period if the policy periad
is tuvo years or langer, at the rate
shown in the Decfarations, s�bject to
the Minimum Premium,
�. Additional premium may become
payable when coverage is providecE
for atiditiona! insureds under the
provisions of S�e�Yl01�' I! — liV�i�D 1� �►1!I
Ii�SU���i.
8. PREIWYIl�RtY Al�DIT
The premium for this palicy is tha
amovnt stated in ftem 5. af the
9eclaratians. ihe �remium is a flat
�� �� i$1 �T i6 � 2016 7he Travelers Indemnity Company. All rights reserved.
Pag� 15 of 23
�JMBR�LLA
charge unless it is speeified in the
�eclarations as ad}'ustabie.
I�. PRONl�1T�B COd�RAG� — �liMLI��h1S�D
li���l��NG�
'!. With respect to loss sustainad by any
insured in a country or jurisdiction in
which we are not licensecf ta provide
this insurance, #his insurance daes
�ot appfy to the extent tha# insuring
such foss would violate the Eaws or
regulations oF such country or
jurisdietion.
�. We do not assume responsibility for:
� The payment af any fine, fee,
penaliy or o#her charge that may
be €mposed on any person or
organi�atian i� any cauntry or
jurisdict�on because we are not
licensed to pravide insurance in
such co�ntry or jurisdi�tion; or
�i. The furnishing of certificates ar
other evidence of insurance it� any
country or jtarisdiction in which we
are not licensed to prouide
insurance.
Q. PflOt�l�li�� �����AC� — iA�tt� OR
EGQ�bOlP�iC �ANCTI0�5
We will prov€de coverage for any loss.
or otherwise will pravide any benefit,
onfy to the extent that praviding such
coverage or benefit does not expose t�s
or any of our affifiated or parent
campanies to:
'�. Any trede or economic sanctian under
any law or regulatiort of the United
States of America; or
2. Any other applicatale trade or
economic sanct�or�, prnhi�ition ar
restriction.
�. ��������r�rio�s
�. Separately to ea�h insured against
whom clairr� is made ar "suit" is
braught.
% lAaAIIdER 0� iRA�SF�R �� �I�h1�� ��
�iL�C��d��Y A�AIf��'� OT�9��S T� U�
7, if the insured has rights to recouer
all or part of any payment �nre have
rnade under this insurance, those
rights are transferr�d ta us and the
insured m�st do nothing after loss to
irnpair them. At our r�quest, the
insured will hrfng sui# ar transfar
those rights to us and help us, and
with respeet to Coverage A, the
"underlyir�g insurer", enforce them.
If the insurec! has agreed in
a contract or agreement to waive
that insured's right of reco�ery
against any person or organization,
we waive aur right of racovery
against iF�at person or organization,
but oniy for payments we make
because df an "event" that takes
place or is committ�:d suhsequent to
the execuiion of t�tat contract or
agreement by such insured.
�. �eimb�rsement of any amount
recovered wifl be made in the
folfowing order:
� First, to any person or
organization (including us ar the
insu€ed� wha has paid any amount
in excess af the applicable limit
of ic�surance;
b. Next, to us; ar�d
�. Then, to any person or
organi�ation (�ncluding tF�e insured
and with respect to Coverage A,
the "underlying insurer"1 that is
entitiecf to claim the remainder, if
any.
�. Expenses inc�rred i� the process of
recovery wilf be divided arr�ortg a11
parsons or organixatio�s receiving
amflunts recovered according to the
ratia of their resp�ctive recoveries.
if���l���� 8� Y�l�F� RI�HYS AflE9 9�Tl��
lJIVl�1Et� T�� IN�i1�1�Ri��
1. Your rights and duties under this
insurance may not be transferred
without aur written consen# except in
the case of death of an individual
Named Insured.
By accepting ti�is insurar�ce, yo€� agree:
9. The statements in the Declarations
and any subsequen# natice relating to
"underlying insurance" are accurat�
and complete; u
�. TF�ose statements are hased upot�
representations you made ta us, and
�. We have issued this insurance in
reliance upor� your representations.
S. S�P���YI��1 �� I�I�U���S
Except with respect to th� Limits of
Inst�rance, and any righ#s or duties
specifically assigned in this policy to
the first Named €r�sured shown ir� the
Declarations, this €nsurance applies:
�. �s if each Named Insured were the
or�iy Narned Insured; and
a. If you die, your rights and duties will
#�e transferred to your legal
representative but only while actir►g
wit�in the scope af C�utEEB as your
legal representative. Until your iegal
repres�ntative is a�peinted, anyone
having proper temporary custody of
your property will ha�e your rights
and duties but ortEy with respect to
that property,
Pag� 16 O� �� � 20 � 6 7'he Travelers fndemnity Company. �11f rights reserved.
�U �� �'� �i 1�
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� 7he unintentional omission of, or
� unintentionaf errar in, any information
pravided 6y you which we relied upon in
issuing this policy will nat prejudice
ynur rights under this irtsurance.
However, this provision does not affect
0 our right to collect additionai premium
� or to exercise our righYs of cance{latinn
or nonrenewa� in accordancs with
`� applicable insurance laws or regulations.
� �IM. W�HE�' ���� I� PAY�,�L�
,:_; if we are liable under this irtsurance, we
o will pay for irtjury, damage or loss after;
9. ihe insured's liahility is established
� by:
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�. A court decision; or
�. A written agreement between the
cfaimant, the insured, any
"underlying insurer" and us; and
�. 7he amount of the "appl�cahle
underlyirtg limit" ar "seif-insured
retention" is paid by or on behalf of
the insurerl.
�����a� �� - ���i�i�i��s
�. IlVith respect ta alf coverages vf this
insurance:
1. "Applicable underlying limit" rneans
the s�am of:
�. The applicable limit of insurance
stated for the pQ�icies af
"underlying insurance" in #he
Schedule Of Underlying lnsurance
subject to the pravisions in
Paragraphs �.��('f), (�) and (3j of
�����AG� A - EXG��� fIId�OW-
��RAA 6f��161TY of ����'i@l� 1 -
�O�EF�A�E�; and
6, The applicable fimit of insurance
of any "other insurance" that
app[ies.
'The limits of insurance in any poiicy
of "underlying irtsurance" wil� app[y
e�en if:
� ihe "underlying ir�surer" claims
the insured failed to compiy wi#h
any term nr candition af the
paficy; or
�, The "underlying insurer" becomes
bankrupt ar insnlvent. .
a. "Auto hazard" means alf "bodily
injury" and "property damage" �o
which liability insurance a�Fforded
under an �uto policy of "underlying
insurance" would apply tsut for the
exhaustian of its applicabl� limits of
insurance.
UMBRELLA
3. "�leccronic data" means inforrnatioR,
facts or programs stored as or on,
created or used on, or iransr�tittecf to
or from computer software (includin�
systerns anc# applications software?,
hard ar floppy disks, CD-ROMs,
tapes, drives, cells, data processing
de�ices ar any ather rnedia which are
used with elsctronicaily controlfed
equipment.
4. "Ever�t" means an "occurrence",
offense, accident, act, error,
omission, wrongfuf act or loss.
�. "�xtended reporting periad" me�r�s
any period of time, starting with the
end ofi the policy perind o# your
clairns�made insurance. CIUFE�i� which
claims or "suits" may be first mad�,
braught or reported far that
insurance.
�. "Al�edical expenses" means expense�
to which any Medical Payments
section of any poiicy of Gommercial
General Liabili4y "underiying
insurance" appl�es.
7. "Other insurance" means insurance, ar
the fur�ding of losses, that fs
pro�ided by, througi� or on behalf of:
�. Anather irssurance company,
b. Us or any af our affiliated
insurance companies;
e. Any r�sk retention graup;
d. Any self-insuranca rr�ethod or
prograrr3, in which case th� insur�d
will he deemed to be the provider
o# such insurance; or
e. Any similar risk transfer ar risk
management method.
"Other insurance" does not i�clude:
�, Any "underlying insurar�ce"; nr
6. Any pnlicy of inse�rance
specifically purchased to be
excess of th� limits of insurance
of this }�oficy shawn in the
Declaratior�s.
8. "Products�com�leted operations
hazarci":
�. Includes all "bodily injury" ar�d
"praperty damaga" occurring away
frorn premises you own or rent
and arising out of "your producfi"
or "your wor[c" except:
{1) Praducts that are stilf in your
physical possession; or
I�} Work ihat has not yet been
completed ar abandoned.
Hawever, "your �+vork" wi I I be
deemed completed at the
earliest of the foilawing times:
�V OI1 �5 [1i 9� � 2016 The Travelers Indemnity Company. All rights reser�ed. Peg� 17 of 23
UMBR�I.LA
(�1 When all the wark �allsd
for in you: �ontract has
been compieted;
(b) When all the wark to be
done at the job site has
been cnmpleted if your
contract calls far work at
mare than one job site; or
(�) When �hat part of the worfc
dor�e at a job si#e has been
put ta its intended use by
any person or organization
ather than another con-
tractor or subcontractor
rnrorking on tha same
project.
Work tha# may need ser�ice,
main#enance, correction, repair
or replacement, but whic� is
otherwise cnmplete. wiil las
treated as completed.
�. Daes not includ� "hodily injury"
or "property darnage" arising out
of:
('�) ihe transportativn of property,
unless the injury or damage
arises out ofi a condifion in or
an a vehicle not owned or
aperated by you, and that
condition was created by the
"loading or un�oading" of that
vehicle by any insured;
��) The exister�ce af tools,
uninsfalled equipment or
abar�c#oned or unused materials;
ar
(3) Products or operations for
which th� classification listed
in a policy of Commercial
General Liahility "underlying
insurance" states tha# products-
compl�ted operations are
subject to the General
Aggregate Limit.
9. "5uit" means a civil proceed�ng vsrhich
alfeges damages. "Suit" incfudes:
�. An arbitration pr�ceedirtg En which
damages are claimed and to wt�ich
the insured musi submit or does
submit with aur conser�t, or
6. Any ather afternati�e dispu#e
resolution prnceeding to which the
insured submits with ot�r consent.
Liability insurance.
�. D0�5 not incfude any part ofi the
pnlicy period of any o# the
poficies described in Paragraphs �.
or �. abave that begar� before, or
that continues after, the p�licy
period of this �xcess Follow-Form
And Umbrelfa Liahikity Insurance.
i'9. "Underlying insurer" means any
insurer which provides a policy of
insurance listed in the Schedule Of
Underlying Insurance.
�. With respect to Caverage � and, to the
extent that the following terms are r�ot
de#ined in the "underlying ins�arance", ta
Coverage 14:
9. "Advertisement" means a notice that
is broadcast or published to the
�eneral pu6lic or specific market
segmen#s ahout your goods, products
or services for #he purpose of
a#tracfing customers or supporters.
For the p�rposes of #his definition:
�. Natices tha# are puhlished include
material plaeed on the Irttsrnet or
an similar electron�c means of
communication; and
�. Regerding web sites, on�y that
part of a web site that is abau�
yo�r goods, proc�uets or services
for the purposes af �tttacting
customers or supporters is
considered an advertisemeni.
�. "Advertising ir�jury":
S. Means injury, other than "personal
injury'", caused by one or more af
the fiolldwirtg offenses:
['!� �ral or written publication.
incfuding �ublication by
eEectronic means, of ma#eriaf
in your "advertisement" that
slanders or libels a persnn or
organization or disparages a
person's or organixat#on's
gaads, products or services,
provided #hat the claim is
made or the "suit" is brought
#�y a person or organization
that claims to have been
slandered or fibeled, or that
ciairr�s to have had its goods,
products ar services
disParaged;
1�. "Underlying insurance": (2� Ora! or written puqiication,
inclu�ing publication by
■. Means the poiicy or policies of efectronic means, af material
insurance listed in the Schedule in your "ad�ertisement" thaC:
Of Underlying lnsurance,
6. Includes an renewal ar re lace- ��� Appropri�tes a person's
Y p r�arne, voice, phntograph or
ment of such poficies if such liken�ss; or
renewal or replacement is during
the poficy period of this Excess f�) Uttreasonably pl�ces a
Follow-Form And Umbrella person in a false IighY; c�r
Page 18 O� �3 � 20 3 6 The Travalers lndemnity Company. Ail righYs reserved. El� �0 @1 �i 1�
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(3) fnfringement of capyright,
"title" or "slogan" in your
"ad�ertisemer�t", Provfded that
the claim is made or the "suit"
is brought by a person or
organization that claims owner-
ship of such capyright, "title"
or "slogar�".
b. Includes "badiiy injury" cattsed by
one nr more of the offenses
described in Paragraph �� above.
3. "Auto" means:
W a�, A land mator vehicle, trailer or
o sernitrailer designed for travel on
public roads, includin� any
� attached rnachinery or ec�ulprt�ent;
* or
b. Ar�y other Iand vehicle that is
subjeet to a compuisory or
fir�ancial responsihifity iaw ar
other motor vehicle insurance law
where it is lic�nse[! or principally
garaged.
Ffowever, "auto" does not include
"mobile equ�pment".
4. "Bodily injury" mear�s:
�. Physical harm, including sickness
or disease, sustainee� by a person;
or
6. Mental anguish, injury or illness,
or emational distress, resulting at
any tirne from such physical harm.
sicicness or disease.
�. "Broadcasting" means transmitting
any audio or visual rnaterial for any
purpose:
� By radio or television; or
� �' b. In, hy or wich any other electronic
� means of commur�icatian, such as
� the Interrtet, if that material is
_ part of:
� (i� Radio ar television
— - - prograr�ming being transmitted;
�,.�._
�-�--; (2� Qther entertainment, educat--
� ional, instructional, music or
�� n�;ws programrr�ing being trans-
� rni#ted; or
� (�] Q,dvertising transrnitted with
� any such programrning.
��' �. "Consurner financial identity
� inforrrtation" rneans any af the
� #ollowing infarmation �ar a person
that is used or co�lected for the
purpose of ser�ing as a factor in
establishi�g such person's eligibility
for personal cred`[t, insurance or
�mployment ar for the purpose of
conducting a busin�ss transaction;
i�. Part or a!I of the account number,
t�e expiration clate ar the palance
�l-1 �0 �1 �� t�
UIVfBR�L�A
of any credit, debit, bank or other
financial account;
1�. Information hearing on a person's
credit worthiness. credit standing
or credit capacity;
�. Social security numher;
d. Driver's license nurnber; or
�. �irth date.
i. "Consumer financial protection !aw"
means:
�, The Fair Credit Reparting Act
(FCRA= and any of its
amend�nents, including the Fair
and Accurate Credit Transactions
Act {FACTA�;
6. California's Song-Beverly Credit
Card Act and any of its
arr�endments; or
�. Any ather law or regulation that
restricts or prohibits the
collection, disseminatian, trans-
r�ission. distribution or t�se of
"consumer financial identity
information".
�, "Ernployee" includes a "leased
worker". "Empioyee" does not include
a "temporary worlcer".
J. "Good Sarr�aritan services" r�eans
any emergency medical services for
which no compensation is cEemanded
or recei�ed.
1 �. "Irrtpaired property" means tangible
property, otf�er than "your product"
or "your warl�", that cannot 6e used
or is less useful because:
� 14 incorporates "your product" or
"your worfc" that is �cnawn or
thought ta he defective, deficier�i,
ir�adequate or dangerous; or
b. You have faifed to fulfili the
terrrts af a coniract or agreement;
if sueh property can be restored to
use by the repair, repfacement,
adjustment or removai of "your
praduct" or "your work" or your
fuifilling the terms of the contract or
agreement.
19. "Leased worker" means a person
�eased to you by a labor leasing firm
uncler an agreement between you and
the labor leasing firm, �o perform
duties related to the canduc# of your
business. "L�ased worker" does not
include a "temporary worker".
��. "Loading or unloading" means tha
�andiing of property:
�, After it is moved from the pface
where it is accepted far
rnovement into ar onto an aircraft,
� 2016 The 7ravelers IndemniYy Cpmpany. Ali nghfs reserved.
Page 19 0� �3
UMBRELLA
watercra#t or "a�to";
i�. While it is in or on an aircraft,
watercraft or "auto"; or
t. While i# is being rnoved frarr� an
aircraft, watercraft or "a€�to" to
the p�ace where it is finally
del ivered;
but "loading or �nloading" daes nat
include the �ovement of property by
rr�eans of a mechanical device, other
than a han� truck, that is not
attached to th� aircraft, watercraft or
•,auta". .
73. "FVlobife equipment" mear�s any of the
following types of fand vehicles,
including any attached machinery or
equipment:
� Bulfdoiers, farm machinery,
forklifYs and other �ehicles
ciesigned for use principaliy of�F
public roads.
�. Veh�cles ma�ntained for use solely
on ar next to prernises you own
or rent.
�, Vehicfes that travel on craw�er
treads.
r� Vehicles, whether seff-propElled nr
not, maintained primarily to
provide mohility to permanently
mounted:
('�1 �ower cranes, shovels, foaders,
diggers or drif#s; or
(2� Road construction or
resurfacing equipment such as
graders, scrapers or �ollers.
�. Vehicies nat d�;scribeci in I�aragrap�
�. It r�• or �, above that are not
self-propelfed and are mair�tained
primari�y to provide mobility to
perma�ently attachecf equipment of
the fnllowing types:
(1) Air compressors, pum�s and
generators. including sprayir�g,
welding, �uilding cleaning,
geophysical expforatior�, lighting
anci wel! servicing equipment;
QC
(�) Ch�rry pickers and similar
devices used ta raise nr fnwer
workers.
f, Vehicles not described in Paragraph
S, ii., �. or 1� above maintained
prirnarily far purposes other than
the transpor#ation of persans or
cargo.
How�ver, self-propell�ci vehicles
with the following types of
permanently attached equiprnent
are r�ot "mobile equipment" hut
wili be considered "autos".
(1� Equiprnent designed primari#y
for;
(a] Snow remo�al;
(b) Road maintersance, #�ut nat
construct�an or resurfacing;
or
f�l Street cfeanir�g;
(2) Cherry pickers and similar
devices mounted an automobile
or truck chassis and used ta
raise or lower workers; and
t31 �.ir compressors, pumps and
generators, including spraying,
welding, huilding eleaning,
geophysical explaration, lighting
and well servicing equipme�t.
�Eowever, "mobile equipment" does
nat include any lanc! vehicle that is
subject to a cnmpuEsory or financial
respansibility iaw, ar other m�tor
vehicle insurance law, where it is
licensed or principally garaged. Such
land �ehicles are considered "autos".
94. "Occurrence" means:
� With rsspect to "bodily injury" or
"property damage":
(i) An accident, including contin-
uous or repeated exposure to
substantially the sarr�e general
harmful eonditions, whieh
vesults in ��batiily injury" or
"property damage". Alf "boc�ily
injury" or "property damage"
caused by such exposure to
substaniially #he sarne general
harmfu{ cond�tfons will be
deemed to be caused by one
"occurrence"; nr
(�} An act or amission cornmitted
in prnviding or failin� to
provide first aid or "Good
Samaritan services'" to a
person by any of your
"employees" or "volunteer
workers" ot�er #han an
empfoyed or volunteer doctor,
unless you are in the business
or occupation o# providing
professior�al health care
services;
6, With respect to "persanal injury",
an offense arising out of your
business that results ir� "personal
injury". AI� "personal injury"
�ausad by the same or related
injurious material, act or offense
will be �feert'�ed to be caused by
one "occurrer�ce", regardless of
the frequency or repetitian
thereof. the number and kind of
media used or the number of
persons or arganizations making
claims or bringing "suits"; anr!
Page 2a Ofi �� � 2016 The Travelers Indemnity Gompany. All rights raserved. �() �Q �1 @! 1�
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UMBRELLA
e. With respect ta "advertising
injury", an offense commit#ed in
t�e course af advertising your
goods, products and services that
results in "advertising injury". Afl
"advertisRng injury" caused by the
same or related injuriaus materiaE,
act or offense wili be deerned to
be caused by one "occurrence",
regardless of the frequency or
r�petiiian thereof, the number and
kind of inedia used or the number
of persons or organizations
making cfaims or bringing "st�its".
'��. "Officer" means a person holding any
of the officer positions createai by
yo�r charter, constitution, bylaws or
any other similar governing document.
'!f. "Personai injury";
�, Mear�s injury, ot#�er thar�
"advertising injury", caused €�y
one or more of the fo�lowing
offenses:
(1) �alse arrest, detentian or
imprisonrr�ent;
��} Malicfous prosecution;
��) The wrongful �victiar� from,
wrangful entry into, ar
invasion af the right of privat�
oecupancy o# a room, dwelfing
or pretnises fihat a person
occupies, provided that the
wror�gfu! e�iction, wrongfuf
entry or invasian af the right
of priva#e occupancy is
committed by or on behalf of
the awner, iandlord or lessor
of that room, cEwelling ar
premises;
��� Oral or written puhlfcatian,
including publication by
electronic rneans, of material
that slanders or libels a person
nr organization or disparages a
person's or organization's
goods, proclucts ar services,
provided that the cla3m is
rnade or the "suit" is broughY
hy a persan or organization
that claims to have been
slanclered or libeled, or that
cfaims to have had its goods.
products or services
disparaged; or
(�� Oral or writt�n publication,
including publication by
electranic means, of rnaterial
that:
(�} Appropriates a person's
name, �oice, photvgraph or
iikeness; or
(�) Unreasonably places a
person in a false figh#.
�. lncfudes "bodily injury" caused by
one or more of the offehses
cfescribed in Paragraph �, above.
11. "Pallutants" mean any solid, liquid,
gaseous or � tY�ermal irritant or
car�t�minant, including smoke, vapor,
soot, fumes, acids, alkalis, chernicals
and waste. Waste includes materials
ta be recycled, reconditinned or
reclaimed,
1�. "�roperty damage" rr�eans:
�. PhysEcal irtjury to tangible
property, including afl resulting
loss af use of that �roperty. Af I
s�ch lass af use wi#1 be deemed
to occur at �he Yime of the
physica! injury that caused it; or
6. Lass of use of tangible property
that is not physically injured. All
such loss of use will be c�eemed
to occur at the tirne o# the
"occurrence" khat caused it.
For the purposes of this insuranc�,
"electronie data" is not tangibla
pr�perty.
'1�. "Seff-insured retentinn" is the greater
ofi:
�. The art�aunt shown ir� the
Declarations which the insured
must first pay under Cnverage �
for damages because ofi ai!
"bodily injury", "property
darnage", "personal injury" or
"advertising injury" arising out of
any ane "occurrence"; or
�7. Th� applica#�la limit af insurance
of ar�y "othar insurance" that
appiies.
$�. "Slogan":
� M�ans a phrase tt�at others use
for the purpose of attracting
attention in their advertising.
b. Does not include a phras� used
as, or in, the name of:
{'Y) Any person or organization
other than you; or
(2} Any business, or any of the
premises, goods, products,
services or work, of any
person or organization o�her
than you.
�1. "Temporary warkar" rneans a person
who is furnished to you to substitute
far a permane�t "employee" on leave
or to rnee# seasonai or shart-term
workload conditions.
22. "TitEe" means the name �f a literary
or artistic vuork.
�i1 �� �1 �� 9� � 2D 1 fi The Travelers Indernnity Campany. All rights reserved. P��e 2 � Of 23
UMBR�LLA
��. "Unsolfcited camrr3�nicatio�" means �. With respect to Coverage G:
any communication, in any form, that �. ����isis management advisor" means
the recipie�t of such cammunication ��y public relatians firm or crisis
did not speeificaliy request to ��nagert�ent firm approved by �s that
receive. is hired by yau ta psrfarm "crisis
�4. "Volunteer warker" rr�eans a person management services" in connactia�
who is not your "employee", and with a"crisis management event".
who donates his or her wark and acts 2-�Crisis management event" means ar�
at the direction of and within the '�event" or "occurrence" that your
scope ofi duties determined hy you, ���Xec�tive officer" reasanafaly
and is not paid a fee, salary ar other determines has resulted, or may
compensation t�y ynu ar anyone else result, in:
for their work perforrned by you.
Z�. "Your product":
S Means:
(1) Any goods or products,
other than real property,
manufactured. sold, handEed.
distributed or dispasecf of by:
�� You;
(bi Others trading under yaur
name; or
(�j A persan or arganiaation
whose business or assets
you have acquired; and
(�'� Containers (other tf�an vehicles3,
materiais, parts ar equiprrtent
furnishe�€ in cor�nection with
such goods or {�roducts.
b. fncludes:
(11 Warranties ar representations
matle at any time with respect
to t�e fitness, quality, dura-
6ility, performance or use af
"your product"; antJ
��j ihe provid9ng of or fail�re to
pravide warnings or
i nstructions.
e. Does not incl�de vending
machines or other property rented
to or located for the �se of
others but not sold.
��. "Your work":
a. Means:
{'9) Work or aperations perforrned
by yov or on your behai#; and
i�) Materials, parts or equipment
furnished in connection with
such work ar operations.
6�. Includes:
11) Warranties or representations
made at any time with respect
to the fitness, quality,
durabifity, perfarmance or use
of "your wark"; and
(2) The provic#ing vf or iaif�re t4
provide warnin�s or
instructians.
�, �amages covered by this
Coverage A or Coverage � that
are in excess ofi the total
applicable limits of the "under-
fying ir�surance" or "setf-irosured
retention"; and
b. Signifiaant ad�erse regior�al or
national rnedia co�erage.
3. "Crisis managerr�ent service
expenses" means amounts inc�rred hy
you, after a "criszs management
event" first commences and b�tore
such event ends:
a. For the reasonabfe and necessary:
(1� Fees and expenses of a"crisis
management advisor" in �he
performance for yo� of "crisis
managerrtent s�rvices" solely
for a "crisis rnanagernent
event"; and
(2� Costs fdr printing, advertising.
mailing af materiafs or travel
�y your directors, officers,
employe�s or agents or a
"crisis management advisor"
solely for a "crisis manage-
ment event"; and
6. For the #ollowing expenses
resulting frvm such "crisis
management ev�nt", pra�ided that
such expenses have been approved
�y u5,
�1� Medical expenses;
(�� �uneral ex�anses;
(�� Psychologica� counseling;
{�1 Travel expenses,
(�) Temporary living expenses;
(�� Fxpenses ta secure the scene
of a "cris�s managament
event"; or
(71 Any other expenses pre-
approved hy us.
Page 22 Qf �� � 2Q 18 The Travelers fndemnity Company, Aff rights reserved. �U �8 �9 ��' 1B
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�. "Crisis management services" rneans
thase services perfarrnecf by a"crisis
managemertt at€visor" in advising you
or r�inimizing potentiai harrn to you
from a"crisis managernent eveRt" by
maintaining or restoring public
confidence in you,
�, "�xecutive officer" rneans your:
� Chief Executive Of�icer;
�. Chief 4perating Officer;
e. Chief Financial Ofiicer;
�� �V V� N� i�
UMBRELLA
�. President;
e. General Cnunsel;
fi. General partner {if you are a
partnership); or
g. Sole proprietor (if you are a sale
proprietorship};
or any person acting in the satne
capacity as any individual listed
abo�e.
� 20 9 6 The Travelers Indemnity Company. A!I rights reservad.
Page 23 of 23
406125-1
CERTIPICATE OF II�SUREINCE
Page 1 oi 1
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sECTroN aa 6i zs
CERTIFICATE OF 1NSiJRANCE
�Assembler: For Conn-crct Docunaent execution, rernove this pc�ge and replace with standard
AC�RD Certificate aflnsurance form.]
END OF SECTION
CITY OF FOIiT WORTH
STANDARD COAISTRUCTION SP�CIFICATION DOCUMENTS
Revised Je�ly 1, 2011
0
WS2 to W53 Pressure Plane Transfer
Ciry Project No. 0146$
� �TA�T�AR� GENERAL, COl��`IOl�S
�F T1�H�'E ��I�STRTJCT��i� C�I�TTRACT
CITY OF FOR'I' WORTH
STAt�DARDCONSTRUCT]OM 5PECIFICATION ]�OGUMEN"I'S
Revision: Madi 9, 2020
STANDARI� GENERAL CONDIT�ONS OF THE
CONSTRUCTTON CONTRACT
TABLE OF COI�TTEl�TS
Pa�e
Article 1— Definitions and Tern�inology ..................................................................... 1
1.01 Defined Tern�s ............................................................................................................................... l
1.02 Te�oIogy ......................................................................................................................... .....6
Article 2— Preliii�it�ary Matters ......................................................................................................................... 7
2.01 Copies of Documents ....................................................................................................................7
2.02 Commenc�m�nt of Contract Ti�ne; Notice to Proceed ................................................................ 7
2.03 Starting the Work .......................................................................................................................... 8
2.04 Before Starting Construction ........................................................................................................ 8
2.05 Preconstruction Conference .......................................................................................................... 8
2.06 Pu6lic Meeting .......................................................................................................... .... S
................
2.07 Initial Acceptance of Schedules .................................................................................................... 8
Article 3— Cont�act Dociunenis: Intent, Amendang, Reuse ............................................................................ S
3 . 01 Intent .. . . .. . . . . ... . .. .. . .. . .... . ... .. .. . .. . .. .. . .. . .. .. ... . .. .. . .. . .. .. . .. . .. .. . ... .... . .. . .. .. . ... .. ... .. . .. .. . ... .. .. ... .. . .. . .... . .. . .. ... .. . .. . 8
3.02 Re�erence Sta�dards ...................................................................................................................... 9
3.03 Reportix�g and Resol`�ing D�screpancies ....................................................................................... 9
3.04 Amend�g and Supplementing Cont�act Documents ................................................................. i0
3.05 ReuseofDoc�x�:ents ...................................................................................................................10
3.06 Electxoxuc Data ............................................................................................................................ l �
Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental
Conditions; Reference Points ........................................................................................................... l l
4.01 Availability of Lands .................................................................................................................. l. l
4.02 Subsurface and Physical Conditions ..........................................................................................12
4.03 Differing Subsurface or Physical Cond�ions ............................................................................. �2
4.04 Underground Facilities .................................................................... ...... l3
.....................................
4.05 Reference Points ......................................................................................................................... i4
4.06 Hazarc�ous Environmenial Condi�on at Site ..............................................................................14
Ar�icle 5— Bonds ancl Insurance ....................................................................... ..16
............................................
5.01 Licensed Sureties anc�Insurers ...................................................................................................16
5.02 Perfozxaaance, Payment, and Maintenance Bonds .......................................................................16
5.03 Certifcates of Insurance .............................................................................................................16
5.0� Contractor's Insuranc� ................................................................................................................18
S.QS Acceptance ofBonc�s and Insurance; Option to Replace ...........................................................19
Article 6— Contractor's Respons�ilities ........................................................................................................ � 9
6.01 S�zpervision and Superintendence ............................................................................................... � 9
CITY OF FORT WORTH
STAI�DARDCONSTkUCTION SPECIFICATION DOCUMEI�TS
Revision: Madi 9, 7_OZO
6.02
6.03
6.04
6.05
b.06
6.Q7
6.08
6.09
6.10
G.11
6.12
6.13
6.14
6.15
6.16
6.17
6.15
6.19
6.20
C.21
6.22
6.23
b.24
Labor; Working Hours ................................................................................................................20
Services, Mate�ials, and Equipment ...........................................................................................20
ProjectSchedule ..........................................................................................................................21
�ubstitutes and "Or�Equals" .......................................................................................................21
Caneernu�g Subcontractors, Suppliers, and Oihers .................................................................... 24
WageRafes .................................................................................................................................. 25
Pat�ntFee� andRoyalties ......................................................•----................................................26
�' er-�nits and Util�tie s .. .. .. .. .. . .. .. .. ...... ... .. .. ... . ..... .. . .. .. .... .. .. ... . ..... .. ..... . ... .. .. .... .. .. .... .. .. ... .. ... ... .. .... .. .. . 27
Lawsand Regulations ................................................................................................................. 27
T�es ...........................................................................................................................................28
Use of Site and Other Areas ....................................................................................................... 28
RecordDocuments ...................................................................................................................... 24
Safetyand Protection ..................................................................................................................29
SafetyRepresenta�ive .................................................................................................................. 30
Hazard Commurucation �xograms .............................................................................................30
Emergencies and/ox Rectification ...............................................................................................30
Sub�nitta I � . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . .. . . . . .. .. . .. . . . . . . .. . .. .. . . . . .. .. . . . . . . . . . .. . . . .. . .. . .. .. . . . . .. .. . . . . .. .. . .. .. . .. . .. .. . .. . .. . . 3 l
Continuingthe Woxk ...................... ............................................................................................. 32
Contractor's General Waxxantyand Guarantee ..........................................................................32
Indertulification.........................................................................................................................33
Delegation of Pxo�essional Design Ser�ices ..............................................................................34
Rightto Audit ..............................................................................................................................34
Nondiscri�nination ............. e ......................................................................................................... 35
Article 7- Other Wark at the Site ..... ...... .......
7.01 Rel�ted Work at S'rte ..................
7.02 Coardination ...............................
................................................................................................. 35
.................................................................................................35
................................................................................................. 36
Article 8-- City's Respons�ilities ................................................................................................................... 36
S.O1 Communications to Contractor ................................................................................................... 36
8.02 Furriish Dafa ................................................................................................................................ 36
8.03 Pay WhenDue ............................................................................................................................ 36
8.04 Lands and Easenraents; Reports and Tests ...................................................................................36
&.OS Change Orders ............................................................................................................................. 36
8.06 7nspections, Test,�, and Approvals .............................................................................................. 36
8.07 Limiiations on City's Re,sponsibilities ....................................................................................... 37
8.08 Undisclosec� Hazarcl.ous Enviranmental Conc�ition ....................................................................37
$.09 Compliance with Safety Pxogram ...............................................................................................37
Ax�c�e 9- City's Observation Statcrs During Consttuction ........................................................................... 37
9.01 City's Project Manager ... ......................................................................................................... 37
9.02 Visits to Site ................................................................................................................................37
9.�3 Authorized Variation� in Work ..................................................................................................38
9.04 Reject�g Defecti�e Wor�C ..........................................................................................................38
9.05 Deterrr�inations for Work Performed ..........................................................................................38
9.06 Decisions on Requirements of ContractDocuments and Acceptability of Work ..................... 38
Cl'I'YOF FORT WpRTH
STANDARDCONSTRUC'I'ION SPECIFICATTON DOCUMENTS
Revision: N�� 4, 2D20
Article 10 - C�.nges in the Work; Claims; E�a Work ................................................................................3$
10.01 Authorized Changes in the Work ...............................................................................................38
10.02 Unauthorized Cl�anges in the Work ...........................................................................................39
10.03 E�ecution of Change Orders .......................................................................................................39
10.04 E�tra Work ........................................................................ .......... 39
................................................
10.05 Notrfrcation to Su�rety ............................................................. .............39
........................................
10.06 Cantract CIaims Process .............................................................................................................40
Article 11 - Cost of ihe Wark; Allowances; Uxuit Pxice Work; Pla�,s Quantity Meas�ement ......................41
11.01 Co,st of the Wo�k ............................................................... ........................................ .................. 41
11.02 Al�owances ........................................................................................................ ..........................43
� I.Q3 Unit Pxice Work .......................................................................................................................... 44
l 1.0� Plans Quanfity Measurement ......................................................................................................45
Article 12 -- Change of Confract Price; Change of Contract Time .................................................................46
12.01 Clzang� o�' Confract Price ............................................................................................................46
12.02 Change of Contract Time ............................................................................................................47
12.03 Delays ..........................................................................................................................................47
ArticIe i3 - Tests and Inspeciions; Correction, Removal or Acceptance of Defective Work ......................4-8
13.01 Notice of Defec� .............................................................................. .............................48
�3.02 Access to Work ...........................................................................................................................4$
13.03 Tests and I�.speciions ........................................•--�--......................._............................................48
13.04 Uncavering Wor� ........................................................................................................................49
13.OS Ciiy May Stop the Work .............................................................................................................49
13.06 Correction or Remo�al of De�ective Work ................................................................................50
13.07 Coxxection Perzod ........................................................................................................................50
13.48 Acceptance of De�eciive Work ................................................................................................... 51
13.09 City May Carrecf Defective Work .............................................................................................51
Article 14 -- Payrrients to Contractor and Completion ............... .... 52
.................................................................
14.01 �chedule o� Values ...................................................................................................................... 52
14.02 Progress Payments ......................................................................................................................52
I4.03 Contractor's Warranry of Tiile ................................................................................................... 54
14. 04 P artial Utilization . .. .. .. .. .. ..... ...... ....... .... .. ... .. ........... .. .... .. ..... .............. .. ...... ..... .. ........... ......... .. ..... 55
14.05 Final Inspection ...........................................................................................................................55
14.06 Final Acceptance ......................................................................................................................... SS
14.07 Final Paymeni .............................................................................................................................. 56
14.0$ Final Completion DeIayed ar�d Partial Retairiage Release ........................................................ S6
14.09 Waiver of Clauns ........................................................................................................................ S7
Article 15 - Suspension� of Work and Terrr�ination ........................................................................................57
15.01 City May Suspend Wark .............................................................................................................57
15.02 City May Tez���inate for Cause ................................................................................................... 58
15.03 Czty May Ter7l�inate For Convenience ....................................................................................... 60
Articlelb - Dispute Resolution ...................................................................................................................... 61
16.01 Methads and Procedures .............................................................................................................61
CITY OF FORT WQATH
STANDAKDCONSTRUCTION SPECIFICATION DOCiJMENI'S
Revision: � 9, 20�0
Article1'i — Miscellaneaus ..............................................................................................................................62
17. 01 Criving Notice .............................................................................................................................. 62
1'1.02 Computation o�Tizxaes ................................................................................................................62
17.03 Ciat�nulative Remedies ................................................................................................................. 62
17. 0� Suxv�i�a� of Obligations ..... ....................... ......................................................................... .......... 63
17.05 Headangs ......................................................................................................................................63
CITY OF FORT WOKTH
STANDARDCONSTRUCTION SP�CIFICATION DOCUM�N`I'S
Revision: Madz 9, 2020
oo�zoo-�
GENERAL COND ITION S
Page 1 of 63
ARTICLE 1-- DEFINITIONS AND TERMINOLOGY
1.01 De�ned Terrrzs
A. Wher��rer used in these Ger�eral Concl�tions or in other Contract Doc�.unents, the te�ns list�d below
l�ave th� meani�gs indicated vvhich are applicable to both the singular and plural �h�reof, and
words denoting genc�er sha11 includ� the ma sculine, fen�iniue and neuter. �aid terms are genera�ly
capitalized or written in itafics, but nat always. When used in a conte�t consistent wi�h the
defin'rtion of a listed-defined ter�r�, the term sha�l have a meaning as defir�ed below whether
capitalized or i�alicized or otherwise. Yn addition to terms specifica]Iy defuied, terms with initial
capital letters in the Contraci Documents inchxde references to identified articIes and paragraphs,
and the titles of other documents or forms.
1. Adc�enda—Written or graphic instruments issued prior io ihe opening of Bids which clarify,
coxrect, or change th.e Biddang Requirezxaents or ihe pxoposed Contract Documents.
2. Agreement—The written instrument which i� evidence of the agreement befween City and
Contractor covering the Work.
3. Application for Payment The form acceptable to Ciry which is to be used by Contractor
during the course of the Work in requesiing progress or final paymenis and which is to be
accompanied by such supporting documentation as is required by the Contraci Documents.
�. Asbestos—Ar�y xnaterial that contains more tha� ane percent asbestas and is friable ox is
xeleasi�z�g asbestos fzbers into the a� above cur�re�t action �evels established by the United States
Occupational Safety and Health Adtl3it�istratian.
5. Award — Authorizatian by the City Council �ar the City to enter into an Agreement.
6. Bid The offer or proposal of a Bidder submi�ted on �he prescribed form seituig forth the
prices for the Work to be performed.
7. Bidder The inciividual or entity who submits a Bid directly ta City.
8. Bidding Documents The Biddir� Requirements and ihe propased Contract Documents
(including all Addenc�a).
9. Bidding Requirements The adverti�ement or Invita�ion to Bid, Instructions to Bidders, Bid
security of acceptable forni, if any, and the Bid Forrn wi�h any supplements.
] 0. Business Day — A business day is d�fined as a c1�y that the Ciry conducts norma.l business,
generally Monday through Friday, e�cept for federal ar state hol'rdays observed by the City.
11. CalendarDay — A day consisting of 24 hou.rs measured from midnight to the next midnight.
CTI'Y OF FORT WORTH
STANDAZ2I7CONSTRiJCTfON SPECIFICAT[ON 370CTTMENfS
Rcvision: Manii9,2(iJA
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GENERALCONdITIOkS
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12. Change Order A document, which i� prepared and approved by �e City, which is s�ned
by Contractor and City and authorizes an additian, deletion, or revision in tl�e Work or an
adjustment in the Contract Price or the C�ntract Time, rssued on or after the Effective Date
of the Ag�eemeni.
13. City— Tl�� City o� Fort Wort�, Texas, a home-r�ale municipal corporation, aufihoxized and
chart�r�d under the Texas S#ate Staiutes, acting by iis governncig body ihrough its City
Manager, his designee, or agenis authorized under hi� behalf, each af which is required by
Charter to perform specific duties wzth xesponsbiliky f�r final enforcem�nt of fhe contracts
involving the City of Fort Worth i� by Ckaaz-tex vested in the City Manager and is the entify
with whom Coniracior has entered inta the Agreement and for wham the Wark is to be
performed.
14. City Attorney — T�e officially appoin�ed City Attorney of the City of Fort Wortn, Texas, or
his duly authoxized xepxesentative.
15. City Council � The duly elected and qualif'ied governing body of ihe City of Foxt Worth,
Texas.
lb. City Manage� — The offcially appointed and authorized City Manager of the City of Fort
Wort1�, Texas, or his duly authori�zed repxesenta.tive.
17. Cont�act Claim—A derna�d or assertion by City ar Con�ractor seeking an adjUstment of
Cont�act Price or Cantract Time, or both, or o�her relief with respect to ihe terFns of ihe
Contract. A demand for money or services by a third pariy is not a Contract Claim.
18. Contract—The entire and integrated written documeni between the Czty and Contractor
concerning the Wark. The Contract contains the Agreement and all Contract Dacuzx�ents and
supersedes prior negotiatior�s, representaiions, or agreexnents, whether written or araL
19. Contract Documents—Those items so designaied � the Agreernenf. All r�ems l�fed in ihe
Agreement are Contxact Documents. Approved Subrriit�ls, other Contractar submittals, and
the reports and drawings o� subsurface and physical co�dit'rons are not Contract Documents.
20. Contract Price—The moneys payable by City to Contractor for completion of the Work in
accoxdance with the C�ntract Dacuments as stated in the Agreement {subject to the provisions
o� Paragraph 11.03 in �he case of Unit Price Work).
21. ConttAact Time The number of days or ihe dates stated in the A�reezxaeni ta: (i) achieve
Milestones, if any and (ii) complete the Work so that it i� ready for Final Acceptance.
22. Contt�actor—The individua� or entrty with whom City �as enter�d into the Agreement.
23. Cost of the Work—See Paragraph 11.01 of these General Condit�ons for definition.
CITY OF FORT WORTH
STf1NAARDCONSTRUCTION SPEC1r1CAT[ON DOCiJMENI'S
Revision: Iv1a�h 9, 2{120
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GEN�I�ALCON�ITION S
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24. Damage Claims — A demand far money ar ser�vices arising from the Project or Site fiom a
ihird party, Ci�ty or Canfractor excl�sive of a Contract Claim.
25. Day or day — A day, unless otherwise defined, shall mean a Calendax Day.
26. Directa� of Aviatian — The o�fzci�a�ty appainted Directar of the Aviarion Department of the
City of Fort Worth, Texas, or his du.ly appointed representative, assistant, or agents.
27. Director of Parks and Community Services — The officially appointed D�rector of the Par1�s
and Commut�ity Services Depar�ment of the City of Fort Worth, Texas, or his duly appoin�ed
representa�ive, assistant, ar agen�s.
28. Di�ector of Planning and Development — The o�fcially appointed Director of th� Plannrng
and DeveIopmeni Department of the City of Fort Worth, Te�s, or his duly appointed
representative, assi�tant, or agents.
29. DirectoY of Transporta�con Public Works — The officially appointed Director of ihe
Transporta�aon �ubiic Works Department of the City of Fort Worth, Texas, ar his duly
appointed representative, assistant, or agents.
30. Director of Water Department — The officially appoinied Di�ectox o� the Water Deparhnent
of the City of Fort Worth, Texas, or his duly appoinied representative, assistant, ar agents.
31. Dr�awings That part of the Contract Documents prepared or approved by Engineer which
graphicai�y shows the scope, eXtent, and characfer of th� Work to be perforrried by Contractor.
Submittals are not Drawings as so defined.
32. Effective Date of the Agreement The date indicated in the Agreement on which it becomes
ef�ective, but �f' no such date is indicated, it means ihe date on which the Agreennent i� signed
a�nd cfi.elivered by the lasti of the two pariies to sign and deliver.
33. Enginee� The licensed profe,ssional engineex or engineering f�n registered rt� the State of
Texas perforrilulg professional services for the City.
34. Extra Work — Additiar�al �rork rr�de necessary by changes or alterations of the Con�raci
Documents ox of qUantities or for other reasons for which no prices are provided in the Coniract
Documents. Exira wark s�iall be part of the Work.
35. Field Drder — A�vritten arder issued by City which requires changes ix� the Woxk but which
does not involve a change in the Contraci Price, Contract Tinne, ox the intent of the Engineer.
Field Orders are paid frort� �'ield Order Allowances incorpoxated anto the Contract by funded
r�vork type at the �ime of award.
36. Finrxl �Icceptance — The wrrtten natice given by the City to the Contractor that the Work
specified in ihe Con�txact Dacuments has been completed to the satisfaction of the City.
C1TY OF FORT WORTFI
STANDARDCONSTILUCTION SPECIFICATION DOCUMENTS
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GENERALCQI�DITION S
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37. Final 1"nspection — Inspection carried out by the City to verify ihat the Contractox has
completed the Work, and each and every part or appurtenance thereof, fially, entirely, and iu�
conformance with ihe Contxact Docurx�en�s.
38. GeneralRequiretnents—Sections ofDivision 1 ofthe Conl�actDocument�.
39. Hr�zardous Eravironnaental Condition The presence at the Site of Asbestos, PCBs,
Peirole�urf, Hazardous Waste, Radioactive Material, or other materials in such quantities or
circumstances that may present a substaniial danger to per,�oxz.s or pxapez-ty exposed thereto.
40. Hazardous Waste Hazardous vvaste �s defined as any soIid waste listed a� hazardous or
passesses one or more hazardous characteris�ics as defined in the federal �c.vaste regulations,
as amended from time to time.
41. Laws and Regulations Any and all applicable laws, rules, re�alations, ordinances, codes,
and orders of any and all governmental bodies, agencie�, authorrties, and courts having
jurisdiction.
42. Liens--Charges, security i3n.terests, or ex�c�bxaz�ces upon Project funds, real property, or
personal property.
43. Major Item— An Item of work included in the Contract Documents that has a total cost equal
�a or greater t1�an S% of the origir�al Contract Price or $25,000 cvh'rchever �s less.
44. Milestone A principal eveni specified in the Contract Documents relating io an intermediate
Contract Time prior io Final Acceptance ofthe Worl�.
4S. Notice of Awcz�d—The written natice by Ciiy to the Successful Bidder stating that upon
timely cozxapliance by tl�e Successful Bidder with the canditions precedent listed therein, City
wiIl ,�ign and deliver tkae Agr�emeni.
46. Notice to Proceed A written r�otice given by City to Contractor �'ixing the date on which the
Coniract T�e rn�ill cornmence to run and on which Contractor shall start to perform the Work
specified. in Contract Documents.
47. PCBs Polychlorinated biphenyls.
48. Petroleum—Petra�eum, �cluding crude oil or any frac�tian ihereaf which is liquid at standard
conditior�s of temperataare and pxessure (60 degrees �'ahrenheit and 14.7 paunds per square
inch absol�afe), such as oil, petraleum, fiiel o�, oil sludge, oil r�fiis�, gasoline, kerosene, and
o� �ed wzth other non-Hazardous Waste and crude oils.
49. Plans — See deiuution of Drawings.
CITYOFFORT WORTH
STANDARDCONSTRUCTION SPECIFiCATION TJOCLTMENTS
Revision: Manii 9, 2020
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C�NERAI. CONDITION 5
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50. PYoject Schedule A schedule, prepared and maintained by Contractor, in accordance with
the Genexal ReqUirernent5, descr�bing the sequence and duration of the aciivi�ie� comprising
�the Contractor's plan to accomplish the Work within the Con�ract Tirne.
51. Praj ect The Work to be performed under ihe Cont�act Docurnents.
52. P�oject Manager—The authaxized xepresentative of the City who vvill be assigned to the
Site.
53. Pubiic Meeting — An announced meeting conducted by ihe City to faciIitate pubizc
participation and to assist the �ublic in gaining an inforrned view of the Project.
54. Radioactive Material—Source, special n�eleax, or byproduct material as defined by the
Atomic Energy Act of 1954 (42 USC Section. 20� � et seq.) as amended from i�rne to time.
55. Regular Working Hours — Ho�ars begim�ing af 7:00 a.m. and ending ai 6:00 p.m., Monday
thru Friday (excluding 1ega1 halidays).
56. Samples-----Physical examples of materials, equipment, or workrnanship that are
representative of some portion of the Work and whic� estabJish the standards by which such
parrion af the Work will be judged.
57. Schedule of Submitials A schedu�e, prepared and maintain�d by Contractor, of required
subfnittals and the time requirements to support schedulec� performance of related co�struction
activities.
58. Schedule of Values—A sched�xle, prepared and maintained by Contracior, allocating portions
of the Contracf Price to various �oriions of the Work and used as the basis �or reviewing
Contractor's Applicatiions for Paymen.t.
59. Site Lands or areas indicated in the Contract Documents as being fi�t7�ished by Ciry upon
which the Work is io be performed, iuicluc�ing rights-af-way, permits, and ease�nents for access
thereto, and such other lands fiuivshed by City which are designated for the use of Contractor.
60. Specific�tions That part of the Contract Documenis corLsisting of written requiremenis for
maier�a�s, equipmenf, systerns, standards and worlcr�an,ship as appiied to the Work, and certain
administrative req�irements and procedyxral matters applicable thereto. Specifications may be
specifically naade a part of the Contract Doc�nents by attachment or, if not attached, may be
incozporated by reference as rtidicated in the Table of Contenis (Division 00 00 00) of each
Pxoject.
61. Subcontracto� An individual or entity hav�g a direct contract with Contractor or with any
other Subconiractor far ihe performance of a part o� the Work at the Site.
CITY OF FORT WORTH
STANDARDCONSTRUCT[ON SPECIFICATION DOCLTMk:N'�'S
Revision: Mad� 9,2020
4�7200-i
GENERALCONDITfO�lS
�P age 6 of 63
b2. Submittals All drawings, diagr�.�ns, illUstrations, schedules, and other data or information
which are specificaliy pxepared or assembled by or fQr Contractor and submitted by Contractor
to illustrate sonae portion of the Work.
63. Successful Bidder The Bidder �ubmitting the lowest and most xespo�s�e Bid to whom City
rnakes an A�ward.
64. Supet-intendent— The representative of the Cantractor who is a�ailabie at all times and able
to receive insiructzons from the City and fo act for the Con�ractor.
65. Supplernentary Conditions Thai pari of the Contract Docuxxaents which amends or
supplements these General Conditions.
66. Supplier A manufaciurer, fabricator, supplier, cl�strbutor, materialman, or vendor 1�aving a
direct contract wiih Contractor or with any �ubcontractox to furr�ish ma.terial� or equipment
to be mcorporated in �he Work by Contractor ox Subconfracfor.
b7. Underground Facilities—All underground pipelines, co�duits, ducts, cables, wires,
�nanholes, va�aits, tanks, t�annels, or ather such facilities or attachments, and any encasemernts
coniai�z�i�g such facilities, inclucling but not li�nited to, tho�e that convey electriciry, gases,
steam, liquid petraleum products, telEphone or other comm�nications, cable television,
water, wastewater, storm water, other liq�.uds or chemicals, or traffic or other control systems.
b8 UnitPr�ice Work �ee Paragraph 1�.03 of these General Cox�ditions for defmition.
69. Weekend WorkingHours—Houxs begii�i�ii�g at 9:00 a.m. and ending at 5:00 p.m., Saiurday,
S�znday or legal holiday, as approved in advance by the City.
70. Work—The entire construction or the various separately ideniiffable parts thereof required io
be pro�ided under the Contract Doc-uments. Work inchides and is the result of perforining or
pravid'mg al� labor, ser�ces, and documentation necessary to produce such cons1ruction
inclucling any Change Order or Field Order, and fi�r�iishing, installing, and incozpoxating all
materials and equipment i�to such construction, all as required by the Con�ract Documents.
71. Working Day — A working day is defined as a day, nat including �aturdays, Sundays, or legal
holidays auihorized by the City for contract puxposes, in which weather or ��iier condihons
not under the control of the Contractor wili permut the per�ormance of the principal unit of
work underway for a continuous pexiod of not less than 7 hours between 7 a.m. and 6 p.m.
1.02 Terminology
A. The words and t�rn�s d�cussed in Paragraph 1.02.B through E are not defined but, when used in
the Bid� Requ�re�nents or Contract Documents, ha�e the indicated meaning.
B. Intent of Certain Terms oYAdjectives:
CITYOR FORT WOATH
$TANBAKDCONSTRCICTIDN SPECIFICATION DOCUMENTS
Revision: INfaid� 9, 2Q7A
007200-1
GE�fERALCOND1ilONS
Yage 7 of 63
l. The Contract Documents include i�1E iBl'IILS "as allowed," "as approved," "as ordered," "a5
d'zrected" or tern�s of like effect or import to authorize an exerci�e of judgment by City. In
aC1C�1011, �lE adj�cti�ves "reasonable," "SLll���e," "acceptable," "�roper," "satisfaciory," OT
adjectives of like effect or import are used to describe an action ar determination of City as io
tk�e Work. If is intended that such exerci�e of professional judg�nent, action, or detern�ui�iion
will be solely to evaluate, in general, fhe Work for compliance with the information in the
Contract Documents and vvith the design concepi of the Project as a functioning whole as
shown ar indicated in the Contract Documenis (unless there is a specific staternent indicati�g
o�herwi�e).
C. Defective:
1. The word "de�ective," when modifiying the ward "Work," refers to Work that is
unsatisfactory, faulty, or deficient in tl�at it:
a. does not conform to the Contraci Docurnents; or
b. does nat meet the xequirements of any appIicable inspeeiion, reference standard, test, or
approval refe�ed to iza the Co�tract Dacuments; or
c. has been damaged prior to City's vvritten acceptance.
D. Furnish, Install, Pe�fo�n, P�ovide:
1. The word `�urnish" ox the word "Install" or the ward "Perform" or the word "Provide" ar
ihe word "Supply," or any corz�bination or similar directive or usage thereof, shall mean
fiirn�shing and iu�cozpoxaf�g � the Work including all necessary labor, rnaterials, equipment,
and everyil�i�ag necessary to perfonn the Work ind'rcated, u�less specifically litnited in ihe
context usec�.
E. Unless sfated otherwise in the Contract Docutnents, words or phrases that have a weIl�known
technical or const�uction industry or trade meani��g are used in the Coniract Documen�s in
accardance with such recog��ized meaning.
ARTICLE � -- PRELIMINARY MATTERS
2.01 Capies of Documenls
City shall furnish to Confracfor one (1) original executed copy and one (1) electronic copy of the
Contract Docr:�rnents, and fo�ar (4) additional copies of ihe Drawings. Add'ztiona� copies widI be
fiunished upon request at the cost of reproduction.
2.02 Commencernent of Contract Time; Notice io P�oceed
The Contz�act T�e will cornmence to run on the day indicated in the Notice io Proceed. A Noiice to
Proceed xnay be given na earlier than 14 days after the Effective Date of �he Agreement,
ux�less agreed to by both parties in wriiing.
C1T Y OF PORT WOR'I'H
STA7VI7ARDCONSTRUCTION SPECIF[CATION DOCUHr1�N"I'S
Revision: Nfadi9,2020
oo�zoo-i
GENERAL COND I�'ION S
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2.03 Sta�ting the Wo�k
Contractor s1�a11 start to perform the Work on the date when the Conlract Time co�mences to run.
No Work �hall be done ai the Site prior to the date on which the Canfracf Titne comrnences to run.
2.Q4 Before StartingConsiruction
Baseline Schedules: Subrnit in accordance with the Contract Documents, and prior to starting the
Work.
2.05 PreconstYuction Conference
Be�oxe any Work at the Site is started, the Con�actor shall atiend a Pxeconstructian Cflnference as
spec�ifzed in the Contract Documents.
2.06 Public Meeting
Cantractor may noi mobilize any equipment, rnaterials or resources to t1�e Site prior to Cor�tractor
attending the Public Meeting as ,sckzeduled by the Ciry.
2.07 Initial Acceptance ofSchedules
No progress �ayment shall be made to Contxactor until acceptable sch�dules are submiited io City in
accordance wiih ihe Schedule Specification as provided in the Contract Documents.
ARTICLE 3— C�NTRACT DOCUMENTS: INTENT, AMENDING, REUSE
3.01 Intent
A. The Contract Documents are complexnentary; wl�af is required by one is as brncling as if required
�y a�l.
B. rt i� ihe intent o�' the Contract Docum�nts to describe a fiinciior�ally complete project (or part
thereo� to be constxucted in accardance withthe Contract Documents. Any labor, documentation,
services, maierials, or equi�ment that reasonably may be it�erred frorn t1�e Contract Documents
or from prevailing custam ar trade usage as bemg required to produce the indicated result wiJl be
provided wk�ether or not specifically called for, at no addi�ional cost to City.
C. Clarif�ications and interpretations of the Contraci Docume�ts shall be i�sued by Cit�.
D. The �pecifications may vary in fonn, format and style. Some �pccification sectioras ma.y be written
rn varying degrees of streamliued or declarative style a�d some sections may be relatively
narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in
conformiiy with," "as shown," or "as specified" are intentional in �treamlined seciions.
Omitted words and phrases s�.all be supplied by inf�rence. Similar iypes of provisions may appear
in various parts of a section or articles witl�in a part depending on tT�e formai of the
CITY aF FORT WORTH
STAI�lDA1ZDCONSTRUCTIOM SP&C3FICAT[ON DOCUMLN'I'S
Revision: Madi 9, 2020
D0720D-1
GENERAL CONdfTfON S
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section. The Conl�actor shall not take advantage af any variation of forrn, format or style in
making Contaracfi CJai�nn,s.
E. The cross referencing of spec�cation sections under ihe subparagraph head�g "Related
Sechons include but are not necessarily ]irruted to." and elsewhere within each Specification
section is pro�rided as an aid and convenience to -ihe Contractar. The Contractor shaIl not rely on
the cross r�ferencing provided ancl shall be responsible to coordinaie ihe entire Work under the
Contract Documents and provide a complete Project whether or not ihe cross re�exencing is
provfded in each seciion or whether or not the cross xeferenciong � complete.
3.02 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference io standards, specifications, manuals, or codes of any technical society, organi�ation,
or association, or to Laws or Regulations, whethex such re�erence be specific or by implication,
shall mean the standard, specification, manual, code, ox Laws or Regulations in effect at the
time of opening of Bids (or on the Effective Date af the Agreement if there w�r� no Bids},
except as may be otherwise specifically stated in the Contract Documents.
2. No pxoviszon of any such standard, specification, manual, or code, ar any mstruction of a
Supp�.er, sha� be effective ta change the duti�s or responsibilities of City, Contractor, or any
o� their subcontractors, co�ultants, agents, or employees, from ihose set forth in the Contraci
Documents. No such provision or instruction sha11 be effective to assign to City, or any of i�s
afficers, directors, members, partners, employees, agents, consultasrts, or subcontractors, any
duty or authority to supervise or direct the perfortnance of �he Work or any duty or authority
to undertake respons�ility inconsistent with the provisions of the Contract Documents.
3.03 Reporting and ResolvingDiscrepancies
A. Reparting Discrepancies:
1. Cant�acio�'sRevievv ofCont�actDocu�nentsBefo�-eStarting Work: Before ur�dertaking each
part af th� Work, Contractor sha11 carefully study and corripare ihe Cont�act Docurrients and
check and �r�rify pertinent figures therein against all applicable field measurements and
canditions. Contractor shall prompily report in writing to City any con�l�ict, exxor, ambiguity,
or discrepancy which Contractor discovers, or has actual knowledge of, and shal� obtaixz a
written interpretation or clarification from City before pxoceeding with any Work affec�d
thereby.
2. Contractor's Review of Cont�act Docunzents During Performance of Wo�k: If, during the
performance of ihe Work, Contxactox discovers any conflict, error, ambiguity, or discrepancy
within the Contract Documents, or between the Contract Documents and (a) any applicable
Law or Regulation ,(b) any standard, specification, manual, or code, or (c} any i�struction of
any Supplier, then Contractor shall promp�Iy report it to Ciiy in writing. Contracior shall not
proceed with the Work affected thereby (��cept in an emergency as required by Paragraph
CiTY OF FORT WORTH
STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS
Re�ision: Mad� 9, �120
Q07200-1
GENERAL CON�ITION S
P age 10 of 63
6.17.A} until an amendmeni or supplement to the Cor�tract Doc�u�nents has been issued by
ane af the m�thods indicated in Paragraph 3.04.
3. Coniractor sha�l not be ]�ble to City for failure to repart any conflict, error, ambiguity, or
discrepancy in the Contxact Documents unless Contractor had actual knowledge thereof.
B. Resalving Disc�epancies.•
1. Except as may be o�lierwise specifically stated i� fhe Contract Documents, the provisions of
ihe Contract Documents sl�all take precedence in resol�ing any conflict, error, ambiguity, or
cliscrepancy between the provisiox�s of ihe Contract Documents and the provisions of any
�tandard, �pecifica�ion, manual, ox the insh�zction of any �uppfiar (rnrhether or not specifically
incorporaied by reference in ihe Contracf Dacurnents}.
2. In case of discrepancies, figured c�imensions shall go�ern over scaled dimensions, Plans sl�alI
govez-�. ovex Specifcations, Supplementary Conditions shall govern over General Co�nditions
and Speci�fcations, and quanti�i�s shown on the Plans shall govern over those shown iun ihe
proposaL
3.44 Amending and Supplementing Contract Docur3aents
A. The Contract Documents may be amended to provide for adclitions, deletions, and revisions in
the Work or ta �oclzfy the terms and conditions thereof by a Change Order.
B. The requirements of fhe Contract Documents may be supplemented, and minor varia.t�ons and
deviatior7s in f1�e Work not involving a change in Cont�act Price or Contract Time, may be
authorized, by one or mare of ihe following ways:
1. A Field Order;
2. Ciry's review of a Subzx�attal (subject to the provisions of Paragraph 6.18.C}; or
3. City's written interpretation or clarification.
3.�5 Reuse of Docurr�ents
A. Contractor and any Subconixacior or Supplier shall not:
1. ha�e or acquire any title to or o�nership rigl�ts in any of the Drawings, Specificatioz�s, or
other dacumenfs (or copies of any thereo� prepared by or bearing the seal of Eng�eer,
i�cludang electronic media editions; or
2. reuse any such Drawu�gs, Specifcations, othex cl.ocuments, ar copies th�reof on e�ension� of
the Project ar any other project without writteza co�sent of City and specific written verification
or adaptation by Engineer.
CI'FYOF POItT WORTH
STANDARDCON3TRi1CTI0N SPECIFICATION DOCUMEN`l"S
Revis�on: Madi9,2a20
00 �2 ofl - i
GENERAL CQNDiTION 5
Page 11 of 63
B. The prohibitions of inis Paragraph 3.05 will survive final payment, or termination of the
Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract
Documents for record purposes.
3.06 Electronic Dcata
A. Uz�less otherwise sta.ted in the Supplementary Conriitio�s, �he data furnished by Ciry or Engineer
to Cantracfor, or by Contractor to Ciiy or Engineer, that rnay be relied upon are lui�ited to the
printed copies included in the Contract Documents (also known as h�rd copies) and other
Specifications referenced and locaied on the City's on line electronic document management and
collaboration system site. Files in electronic media formai of text, data, graphics, or other types
are fut7�ished on1� for the con�enience of the receiving party. Any conclusion or information
obtaitied or derived f-�om such electronic files will be atthe user's sole risk. Ifthere is a d�crepancy
betvveen the electronic files and ihe hard copies, the ha.rd copies govern.
B. When transferring documents in eleciroza�c media foz•rnat, the transferring party makes na
representations as to long tenn compa�bilii.y, usability, or readability of documents resulting from
the �ase of software applicatxon packages, operating systems, ar computer hardware dif�errng from
those iised by the data's cxeator.
ARTICLE 4— AVAILABILITY OF LAND�; SUBStJRFACE AND PHYSICAL CQNDTTIONS;
HAZA.RD4US ENV�RONMENTAL CONDITION�; REFERENCE POINTS
4.01 AvailabilityofLands
A. City shall fuzx�ish �e Srte. City shall notify Contractor af any encumbrances or restrictions not of
general application but specifically related to use of the ��te wi�h �which Contractor must comply
in perforniing the Wor�. City will obtain in a ti�nely rnanner and pay for easerr�ents for permanent
structu.res ox perma.nent cl�anges in existrng facilities.
1. The City has obtained ar anticipates acquisiiion of and/or access to right�of-way, and/or
easements. Any outstanding righi-of way and/or easements are anticipated ta be acquixed an
accordance with the schedule set forth in the Supplemeniary Conditions. The Project Schedule
submitted by the Contractor in accordance with the Contract Documents must cox�ider any
outstanding right-of-way, and/or easements.
2. The City has or antici�pafies remav�g and/or relocat�g utilrties, and obstruc�ions to thc Si�c.
Any outstandiu�g remova� ar relacatian of utiliries or obstructiions is anticipated in accordance
with the scheduJe setfarth in the Supplementary Canditions. The Project Schedule subrnitted
by ihe Con�ractox in accardance with the Cantract Docurnents must con�ider any outstanding
utilities or ob,stxuctions to be removed, adjusted, and/or relocated by ofllers.
B. Upon reasonable writt�n request, City sha11 furnish Contractar wiih a current sfaiemento�recard
Zegai t�1e and legal description of the lands upon which the Work is to be per#'ormed.
CITYpFFOA"f' WORTH
STANDARDCONSTRUCTION SPECtFICATION bOCLTMENTS
Revision: Mad� 9, 2{)2.0
oa �z oa - i
GENERALCONDITIONS
Page 12 of 63
C. Contractor s1�a11 provide for all addi�ional lanci� and access thereto that �nnay be required for
construction facilities or storage of materials and equipment.
4.02 Subsurface andPhy,�ical Canditions
A. Reparts and Drawings: The Supplementary Conclitions identify:
1. those reports known to City of e�ploratzons and tests of subsurface conditio� at or
contigizous to the Site; and
2. those dxawings lrnown ta City of physical conciitions relatmg to existing surface or
subsurFace structur�s at the Site (except Underground �'acilities).
B. Limited Reliance by Cont�actor on Techraical Data Authorized: Con�ractor may rely upan the
accuracy of fhe "tecluucal data" contained in such reports and draw�gs, but such reports and
drawings are not Contract Documenis. S�cY� "technical data" is identified iu�. tk�e Supplemen�ary
Conciitions. Contractor may not make any Contract Claim against City, ox any af their officers,
directors, members, partners, employees, agents, consultar�ts, or subcontractoxs with respect to:
1. ihe completeness of such xeports and drawings for Con�ractor's purposes, includmg, but not
limited to, any aspects o� the means, methods, techniques, sequences, and �procedures of
construction to be erx�p�oyed by Contractor, and safery precautions and programs incident
thereio; or
2, other da.ta, int�rpretations, opinions, and information contained in such reports or sk�own or
indicated in such drawing�; or
3. any Contractor interpretation of or con.clusion drawn fram any "technical data" or any such
ot�er data, ir�ierpretations, opinions, or in%r�aatio�.
4.03 Dfffering Subsurface or Physical Conditions
A. Natice: If Conl�actor beIie�e� ihat any sub�urface or physical conc3ition t�a� is uncovered or
revealed either:
1. is of such a nature as to estabIash thai any "technical dafa" on which Contractor is entitled to
rely as provided �n Paragraph 4.02 i� xraatexaally �accurate; ar
2. is of such a natu�re as to require a cl�arige in the Contract Docutnents; or
3. di�fers maferially from �t�at shown or indicated in the Contract Documents; or
4. is of an unusual nature, and differs materiaily froxxa conditions ordinarily encoun�ered and
generally recogtiized as inherent in work of the chaxacter provided for in the Contract
Documents,
CIT Y OF FORT WORTH
STANDARDCOMSTRUCTION SPEC[F3CATION DOCUMENTS
Revision: Ma�fi 9, �(120
oo�zoo-�
GENERAL CON� ITIO N S
Page 13 of 63
ihen Contractor shall, promptly after becoming aware thereof and before £urther disturb�g the
s�bsurface or physical conditions or perfornling any Work in connection thexewzil� (except in an
emergency as required by Paragraph 6.17.A), notify City ix� wr�ting about such condition.
B. Possible Price and TimeAdjustments
Contractor shall not be en�itled to any adjustment in the Contract Price or Contract Time 2f:
1. Contractor knew of the e�istence o� such condztio�s at the t�ne Contractor made a final
conuni�ment to City with respec� to Con�act Price and Contract Time by the submission af a
Bid or becoming bouz�d under a negofiated contract; or
2. the e�stence of such condition could reasonably have been discovered ar revealed as a resuli
of the examination of the Co��ract Doczunents or the Site; or
3. Contractor failed to give the written notice as required by Paragraph 4.03.A.
4.04 UndergroundFacilities
A. Shovvn o� Indicated: The information and data shown or indicated in the Contract Docutnents
with respectto e�isting Underground Facilities at or coniiguous to the Site is based on information
and data fun�ished to Cifiy or Engineer by the owners of such Underground Facilitie s,
including City, ar by otl�ers. UnIess ii is otherwise e�ressly provided in the Supplementary
Conc�itYans:
1. City and Engineer shall not be responsibte fox the accuracy ox campleteness of any such
information or data provided by othexs; and
2. the cast o� all of the following will be included in the Contract Price, and Contractor shaIl
have �ull responsbility far:
a. reviewing and checking a11 such information and data;
b. locatir�g all Undergrour�d Facilities show�n or �ndicated � the Contract Documents;
c. cooxd.i�atxon and adjushn�nf o� th� Work with the owners of such Underground
Facilities, incluciing Ciry, during construction; and
d. �he safety and protectfon of all such Underground Facilities and repairi�ng any dazxaage
thereto resulting from the Work.
B. 1VotShotivn o�l"ndicated.•
1. I� an Underground Facility which conflicts with the Work is uncovered or revealed ai or
COI1t1gU0US to the Site vcrhich was not �hown or indicated, or not shown or indicaied with
reasonable accuracy in the Contract Documents, Contractor shal� promptiy after becoming
aware fhereo� and before fiuther disturbing condiiions affected thereby or perforniing any
CTI'YOF FORT WORTH
STANT)A.RDCONSTRUCT[ON SPECEFICATION DOCiJMEN�S
Revision: Mad� 9, 2{72D
oa�aoa-i
GENERA�CONDITIONS
Page 14 of 63
Work in connec#ion iherewith (except in an ezx�.ergency as required by Paragraph 6.17.A),
idenfify the owner of such Underground Faci�y and give n��ice ta t1�at awn�r and to City.
City will review the discovered Underground Faciliry and deferinine tT�e extent, if any, to
which a change may be requi�ed in the Contract Doc�.ur�ents to reflect and document ihe
consequences of the existence or locatzon of the Underground Faciliiy. Contractor shall be
responsible for the safety and protec�ion of such discover�d Underground Facility.
2. If Ciry concludes that a change in the Coniract Document,s is req�ed, a Change Order ma.y
be issued to reflect and documer�t such co�equences.
3. Verification of e�s�ing utilities, structures, and service lines shall u�clude notification of all
utility companies a minunum of �8 hou�rs in advance of construction including e�Ioratory
excavafiion if nece�sary.
4.05 Reference Points
A. City shall provide engineering s�.0 vey� to establish reference poin�s for constxuciion, which in
City's juciginent are necessary to enable Con�ractor to proceed with the Work. City will pr�vide
construction stakes or otl7er customary method of marking to establish Iu�e and grades for roadway
and utility canstruction, centerl�nes and benchmarl� for hridgework. Coni�actor shall protect and
preserve the es#ablished reference poinis anc� property monuments, ancl shail make no c�anges or
relocations. Contractar shall reportto City whenever any xe�Fe�ence point or property monument is
lost or desiroyed or req�aires relocation because of necessary cl�anges in grades or locations. The
City sT�all be responsible for the replacezx�ent o� relocation of reference pornts or property
monutnent� not careles�ly or willf'�ly destroyed by tk�e Con]ractor. The Contracfor sl�all notify
City in advance and with sufficient time to avaid delays.
B. Whenever, in the opiu�.io� of the Crty, any re�erence point or mon�nent has been carelessly or
willfully dest�oyed, disturbed, or removed by th� Contractor or any of his employees, the full cost
for replacing such points plus 25% will be charged against the Coniracior, and the full axnount will
be deducted from payment due the Contractor.
4.06 Hazardous Environmental Condition atSite
A. Reports and D�c�ings: The Supplementary Cond'ztio�s identify those reparts and drawirigs knovvn
to City relaiing to Hazardous Environmental Canditions fhat have been identified at the 5ite.
B. Lirnited Reiiance by Contractor on Technical Data Authorized: Contrac�or may rely upon the
accuracy of the "technical dafa" contained in such reports and drawmgs, but such reports an.d
drawings are not Contract Dacuments. �uch "technical data" is identified in the �upplementary
Conditions. Contractor nnay not make any Contract Claim against Ciiy, or any of their officers,
direciors, znexnbexs, partne��, employees, agents, consultants, or subcontractors with respect to:
1, the cample�ten�ss of �uch re�orts and drawings far Contractox',s purpose�, inch�ding, but not
lirnit�d to, any aspecis of the means, meihod,�, teckzniques, sequences and �rocedures of
CITY OF FQRT WORTH
STANDARDCONSTRUCTION SPECIFICATiON DpCUMENT5
ltevision: Madi 9, �020
oo�zoa-�
GENERAL CONQfTION S
Page 15 of 63
construction to be emp�oyecl. by Conlractor and safety precautions and programs incideni
thereto;or
2. other da.ta, inferpretarions, opinions and informaiion containec� in such reports or shown ox
iu�dicated in such drawings; or
3. any Contractar interpretation of or conclusion drawn frorn any "�echnical c�ata" or any such
other data, interpretations, opinions or inforxnation.
C. Contractor sha�l no� �e xesponsible far any Ha2ardous Environmentai Condition uncovered or
revealed aithe Site wlazch was not shown ar indicated in Dravvings or Specifications or identified
in ihe Coniract Docunaen�s io be within the scope of the Work. Contractor shall be responsibie for
a Hazardous Environmen�al Condi�ion created rv�th any material� brought io tiie Site by
Contractor, Subconixactors, Suppfiers, or anyone else for whom Contractor is responsible.
D. If Con�ractor encounters a Hazardous Environmental Condi�ion or if Contractor or anyone fc�r
whom Contiractor is responsibl� creaies a Hazardous Environzxzental Candifion, Contractor shall
irnrnediately: (i} secure ar otherwise isolate such condition; {ii) stop a� Wark in connection with
such condition and in any area affected thereby {except in an emergency as xequ�ed by Paragra�i
6.17.A); and {iii} notify City (and promptly thereafter cox�f� such natice in writing). City may
car�sider the necessity to retain a qualified expert to eval�ate siic� condition or take correciiv�
action, if any.
E. Contracior shall not be xequired to resume Work in connection with such condiiion or in any
affected axea unti�l after City has obtained any req�aired permits re�aied thereto and delivered written
notice to Con�xactor: (i) specifying that such condition and any affected area is or has been
rendered suitable �or the resumption of Wor�; or (u) specifying any special conditions unc�er wluch
such Work may be resumed.
F. If after r�c�ipt of such written notice Coniractor does not agree to xesume such Wark based on a
reasonable belief it is unsafe, or does not agree to xes�e such Wark under such spec�l conditions,
then City may order the portion of �he Work thai is i�rz the area affectedby such cond�ion to be
deleted from the Work. City may have such deleied portion o� tk�e Work performed by Ciry's awn
farc�s ar others.
G. To the fullest extent per�nitted by Lcrws and Regulations, Contr�acto� shall indemn � and hold
har�ess City, fromand againstall claims, costs, losses, and da7nages (including butnatlinzited
to all fees and charges of engineers, archiiects, �ttorneys, and othe� p�ofessionals and all court
o�- arbiiration or oiher dispute �esolution costs) arising out of o� relating to a Hazardous
EnviYonmental Condition created by Cont�actoror by anyoneforwhomContractor is responsible.
Nothing in this Parag�aph 4. 06.G shall obligate ContYactar to indemnify any individuai o� entity
f�om and against the conseguences of that individual's or entity's own negiigence.
H. The provisions of Paragraphs 4.02, 4.03, and 4.0�} do not apply to a Hazardous Environmental
Condition uncovered ar revealed at t.he Sike.
CITY OF FORT WORTH
STANDARbCONSTRUCTIDN SPECIFICATTON DOCUNI�NTS
Revision: �i 4, 2QZ0
oo�aao-�
GENERALC6Na[TION S
Page 16 of fi3
ART�CLE 5— BQNDS AND INSURANCE
5.01 Licensed Sureties andlrasurers
All bands and insurance required by the Coniract Documenis to be purchased and zz�ainta�ed by
Contracfor shall be obtained from surety or insurance companies �hat are duly licensed or autharized
in the State of Texas to issue bonds or in�urance policies far the lirnits and coverages sa required.
Such surety and �urance companies shall also meei such additional requarexxaents and qualif'ications
as may be provided in the Supplementary Conditions.
5.Q2 Perfarrrurnce, Payment, c�nd Mcrintenance Bonds
A. Confracfor shall f«1Y�ish perforn�ance and payment bonds, in accordance wi�h Texas Gove�runent
Cade Chapter 2253 or successor statute, each in an amouni equal to the Contract Pxice as
secuxity �or the faithful performance and payment of all of Contractor's obligations under t�ae
Confract Documents.
B. Coniractor �hall fizrnish maintenance bonds in an amount equal to tkae Contract Price as security
to protect the City against any defects in any portion of the Work descr�ed in the Contract
Document�. Maintenance bonds shall remain in effect �ox two (2) years after the dat� of Final
Acceptance by the City.
C. AIi bonds sha�l be iza �e �oz-�n prescribed �y the Contract Documents except as provided otherwise
by Law� ox Regu3atians, and sha11 be executed by such sureiies as are named in the list af
"Companies Holding Certificates of Authority a� Acceptable Sureties on Federal Bonds and as
Accepiable Reinsuring Companies" as published in Circular 570 (amended) by the Financial
Managexnent Service, Surety Bond Bra�ch, U.�. Departrnent of #he Treasury. A�I bonds signed by
an agent or attorney-in fact rriust b� accorr�panied by a sealed and dated power of attorney which
shall show �t rt is eff�ctiv� on the dafe the agent or attorney-in-fact signed each bond.
D. Ifthe surety on any bond fiu•nished hy Contractor is declared ba�nlarupi or becomes insolvent or its
rigl�t to do busitiess is ienninated in the State of Te�as or it ceases to meet the requirements of
Paragraph 5.02.C, Contractor shall promptly notify City and shall, wiihin 3Q days after the event
gi�ing rise to such notificatiori, provide anoi�ier bond and ,�u.rety, both flf which shall comply vvith
the requirements of Paragraphs 5.01 and 5.02.C.
5.03 Certi�cates of Insurc�ace
Contractar shall d�liver to City, with copie� to each additional insured and loss payee identified in the
Supplementary Conditions, certif'ica#es of insurance (other evidence of insurance requested by City ar
any other addi�ianal insured) in at Ieast the minitnum amount as specified in the Supplezxaentary
Cox�c�itions which Contractor is required to purchase and rnaintain.
1. The certificate of insurance shall docunaent the Cz�y, and all identified entiti�s named in the
Supplementary Conditions as "Addi�ional In�s2axed" oz� all liahility policies.
CITYQF FOAT WORTI-T
STANDARDCONSTRUCTION SPECIFICATION DQCUMENTS
Rer+ision: Ma�i 9, 2020
oo�zoo-�
GENERAL CONDITION S
Page I7 of 63
2. The Contractor's general liability insurance shall include a, "pex paroject" ox `�er location",
endorsement, which shall be identified in the certifcate of insurance prov�ided io the City.
3. The certificate shall be signed by an agent authoriz�d fo bind coverage o� beTialf of the insure d,
be complete in rts entirety, and show complete �ura�c� carrier names as listed in the current
A.M. Best Property & Casualty Guide
4. The insurers for all policies rnust be licensed and/or approved to do business in ihe Staie of
Texas. Except for workers' compensaiion, all insurers must have a minimum ratzng of A-:
VII in ihe current A. M. Best Key Rating G�aide or have reasonably equzvalent financia.l
strength and solvency to the satisfaciion of Risk Managernent. If the ratiung is below that
required, written approval of Ciiy is required.
5. All applicable policies sk�all include a Waiver of �ubrogation {Rights of Recovery} in favor
of the City. In additian, the Coniractor agre�s to �vaive aIl righ� of subrogatian against the
Engineer (if appficable), and each adcl�tianal insuEred identified in �the Supplemen�.ry
Conditions
6. Failure of the City io demand such certif'icaies or ot�ier evidence of full compliance with the
insurance requirements or failure of the City io ideniify a deficiency from evidence that is
provided shall not be construec� as a waiver o� Contracior's obligaiion to maintain such Iines
of insurance coverage.
7. If insurance policies are not wz�itte� for specified caverage limits, an Umbrella or Excess
L�iabi�ity insurance �or any differences is required. Excess Liability sha�l follow form of the
prirzlary coverage.
$. Unless otherwise sta�ed, aIl required ir�urance shall be written on the "occurrence ba�is". If
coverage is underwritten on a clai�ns-made basis, the retroaciive date shall be coincident with
ar prior to the date af the effective date of the agreemeni and the certi#icate of ins�rance shall
state that the coverage is clai�ns-made and the retroactive date. The insurance coverage shall
�e maintained for tlie duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warra�typexiod., whichever is
longer. An annual ceriificate of insurance submitted to the City shall evzdence such
insurance coverage.
9. Policies shall have no e�c�usioxa� by endorsements, whici�, neither nullify or amend, the
required �es o� coverage, nar decrease the limits of said coverage unless such endorser�ents
are approved iu� w�riting by fhe City. In the event a Contract has b�en bid or executed and the
exclusions are detexmined fo be unacceptable or fhe City desires additional insurance coverage,
and ihe City desixes the contractor/engineer fa obtain such coverage, the contractprice shall
be adjusted by the cost of the premium for such addifional coverage plus 10%.
10. Any self-insured retention (SIR}, in excess of $25,000.00, affecting req�ared in�urance
coverage shall be approved by the City in regards to asset value and �tocicholdexs' equity. In
CITY OF FORT WORTH
STAI�DARI]CONSTRUCTION SPECIFICAT[ON DOCUMENTS
Revision: Madi 9, 2Q20
oo�aoo-1
GENERALCONDITIO�! S
Page 1$ of 63
�ieu of fraditional insurance, alternative coverage maintaixaed through insurance pools or risk
xetentian groups, must also be approved by City.
11. Any deductible in excess o� $5,000.0�, for any policy that does not provide coverage on a
firsi-do]]ar basis, must �e acceptable to and approved hy the City.
12. City, at its sole discretion, reserves ihe right to review the iz�surance requirements and to
zxaake reasonable adjustments to insurance coverage's and their �imits when deemed necessary
and prudent by the City based upon changes in stat�tflry law, caurt decisian or the claims
history of the industry as well as of the contraciing party ta the City. The City shall be required
ta pro�ride prior notice of 9� days, and the i�asuxance adjUstments s1�a11 be incorporated into the
Work by CT�ange Order.
13. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements �hereto and may make any reasonable requests for deletion or revision or
moclifications of particular policy terins, conditians, limitations, or exclusions necessary ta
conform tiie policy and endorsements to th� requirements of the Contract. Deletions, revi�ions,
or moc�ifications sha11 not be requ�'ed where po�icy provisions are established by law or
regulations bin�ling „pon Pi�ex pariy or f1�P t,nr_1�rvv_ritPr on �ny sur_,h policies:
14. City skaall not be re�ponsible for the direct payment of insurance pxer�ium costs for
Cantractor's insurance.
5.04 Cantracta�'s Insu�^ance
A. Workers Compensation and Emplaye�s' Liability. Contracior shall purchase and �nna�fain s�ch
it�urance covexage with IIlnits cons�stent �cr�ith statutory benefns outlined in the Te�s Workers'
Cornpensa�ion Act (Texas Labor Code, Ch 406, as amended), and min�,,,um limits far E�x�p�oyers'
Liability as i� appropriate for t11� Work being performed and as wil1 provi�de pxaiection frarr� claims
�et farth beiow which r�.y arise out of or result fram Contractor's performance o� tk�e Wark and
Conixactox's ather obligations under the Contract Doc�nents, whe�hex it is to be performed by
Conixactox, any Subcantractor or Supplier, or by anyone direcily or indaxectiy employed by any of
them to pex�orm any �f �lie Worl�, or by anyone for whose acts any of ihexz� zx�ay be liable:
1, cla.uns und�r workers' com�ervsation, disability bene�its, and other similar employee benefrt
acts;
2. clainLs for damages because of bodily injury, occupational sickness or disease, or deaih of
Contractor's em.ployees.
B. Co�amercial Gene�al Liability. Co-�erage shall include bu� noi be lixz�ited to covering liability
(bodily injury or properry da.mage) arising from: premisesloperations, independent cantractors,
producis/completed operations, personal injury, and Iiability uncler a�n �sured contract. Insurance
shall be provided on an occurrence basis, and as comprehen,�ive as the current Ir�surance ��rvices
4ffice {ISO) policy. This insurance shall apply as primazy insurance with respect to any other
CITYOF FORT WORTH
STANDA1tDCOTFSTRUCTION SPEC[FICATION AOCUMENTS
Revis�on: Mad� 9, 202Q
oo�aoo-i
GENERALCON� ITION S
Page 19 pf 63
insurance or self-insurance programs afforded to the City. The Commercial General Liability
palicy, shail have no exclusions b�r endorsements fhat wo�xld alter of nullify premises/operations,
products/campleted operations, contractua�, personal injury, or adverti�ing injury, which are
normally contain�d rnrith the pokcy, �ess the City approves such exclusions in writing.
For construction projects that present a substantial completed operation exposure, the City may
require the contractor io mauitain completed operations coverage for a minimum of no iess tl�an
three {3) years following tiie completion of the project (if identifzed in ihe Supp�exz�entaxy
Conditions}.
C. Automobile Liability. A commercial busi�ness auto policy shali pro�ide coverage an "any auto",
defined as autos owned, hired and non-owned and provide indemnity for clairns for damages
beca�e bodiay iurzjury or deaih of any person and or property da.mage arising out of the work,
mainienance or use of any zx�otor vehicle by il�e Contractor, any Subcontractor or Supplier, or by
anyone direct�y ox indirectly emplayed by any of them to perform any of the Work, or by anyane
fox whose acts any of them ma.y be liable.
D. I�ailroad Protective Liability. If any of the work or any warranty work is within the ]un�ts of
railroad right-of way, the Cantractar shall comply with the requirements identified in the
Supplementary Conditions. �
E. Natification of Policy Crxncellation: Contractor shaIl immediately noti#�y Ci€ty upon cancellation
or other ioss of insurance covexage. Coz�tractox sk�a� stop work until replacement insurance has
been procured. There shall be no ti�xze cxedit for days x�ot worked pursuant to this sec�ion.
5.05 Acceptance ofBondscandlnsurance,- Option to Replace
If City has any objection to the coverage afforaed by or other provisions of the bonds ar insurance
required to be purchased and ma.intained by ihe Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the City shall so noti�y the Cont�ractor in wriiaxag
vvithin 10 Business Days afterreceipt of the certificates (or other evidence xequested). Con�ractor �hall
provide to the City such additional infor�nation in respect of in�urance provided as the City may
r�asonably request. If Contractor does noi purchase or maintain all of the bo�ds and insu�rance required
by the Contract Doczunenis, the City shall noiify the Contractor in wxitivag o� such �aih�re pxxox to the
start of the Work, or of such failure to maintain prior to a�y change in ihe xequared covexage.
ART�CLE 6 — CONTRACTOR'S RESPONSIBILITIES
6.41 Supe�vision andSuperintendence
A. Contractor shall supervise, inspeci, and direct the Work competently and efficiently, devating
such atteniion thereto and apply�iz�g such skiJJs and expe�-kise as may be necessary to perforrn the
Work in accordance with the Contract Docux�r�ents. Con�racfor shall be so�ely responsible �or the
means, �nethods, techraiques, sequences, and procedures of construction.
CITXOFFORT WORTH
STANDARDCONSTRUCTI6N SPECIFECATION DOCiJMkTI'l'S
Revision: Madi 9, 2�0
oa �z oa - i
GENERAL CONDITION 5
Page 20 of 63
B. At all tunes durio�g �he progress of the Work, Cont�actor shall assign a corr�petent, English-
speaking, Superintendent who sha.11 not be replaced without written notice fio Ciry. The
Superintende�nt will i�e Contractor's representaiive ai ihe Site and shall ha�e authority to act on
Uehaif of Co�tractar. All commun'rcation given to or received from the Superintendent sl�a�l ��
binding oz� Contracior.
C. Contractor shall notify the City 24 hours prior fio mo�ing areas during the �equence of cons�ruciion.
6.02 LahoY; WorkingHours
A. Contracfor shall provide competent, suitabiy qualified personnel �o per�orrn construciion as
required by the Contraci Documents. Coniractor shal� af all times rna.intain good di�cipline and
axder at �the Site.
B. Excepf as otherwise required for the safeiy ox pgotec�ion of persons or the Work or property a�
the �ite or adjacen� thereto, and except as otherwise staxed in the Contract Documents, all Work
at the Site shall be performed durixag Regular Working Hours. Contractor will noi permit ihe
performance of Work beyond Regular Working Hours or for Weekend Working Hours wzthout
City's written consent (which will nat be unreasonably withheld}. Written reques� {by let�ex or
electronic communication} to pexfoz�m Work:
1. for beyond Regular Working Hours requesi must be made by noon at least twa (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of t1�e preceding Thursday
3. for legal holidays xequest must be rnade by noon two Business Days prior to the Iegal
holiday.
6.03 Services, Mate�ials, and Equiptnent
A. Unless otherwise specified in tY�e Contract Documents, Contractor shall pravide and a�sume full
responsibility far all �ervices, materials, equipzxzent, labor, transportation, construction equipment
and machinery, tools, appliances, fue1, power, light, heat, telephone, water, sanitary faci�ities,
t�mporary facilities, and all other iaciJzties and incidentals necessary for the performance,
Contractor required testing, start-up, and campletion of the Work.
B. All materials and equipnaent incorporated info the Work shall be as specif'ied or, if not specifed,
shall be of good qua]ity and new, except as otl�erwise provided in the Contract Dacuments. All
special warranties and guarantees requir�d by tl�e Specifications shall expressly run to the benefit
of City. If required by City, Cantractor shall fiirni�h sati�factory evidence {including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into ihe Work shall be stored, applied, installed,
connected, erected, protecied, used, cleaned, and conclitioned in accordance with instruciions of
the app�icabie Supplier, except a,s otherwise may be provided in the Contract Document,s.
D. AIl rtezns of standard equipment fa be incorparated inta fhe Work sl�all be the latest model at the
ti�ne o:F bid, �z�iess otherwi�e specified.
6.04 Proj ect Schedule
A. Contractor sY�a21 adhere to the Project Schedule established in accordance with Paxagxapk� 2.07
and the Generai Requaxexnents as it may be adjusied from time to time as pro�ided belaw.
Cvntractor shall submit fo City for acceptance (to the e�tent indicated in Paragraph 2.07 and
the General Requirements) proposed adjustmentis in the Project Schedule tl�at will not resuit
in chang�g the Contract Tirne. Such aajusri�cnts vvill comply with any provisions of the
General Requi�ernents applicable thereto.
2. Contractor shall submit to City a monthly 1'roject Schedule with a montl�ly pragress payment
for the duration of the Contract in accordance w�h the schedule specification O1 32 16.
3. Proposed ad�usirz�ents in the Project Schec�ule that will change the Con#ract Time sha1� be
submitted iu� accordance with fhe requirements of Article 12. Adj�asiments in Contract Time
may only be made by a Change Order.
6.05 Substitutes and "Or�-Equals"
A. Whenever an item of xr�aterial ar equapment is specifed ox descrilaed in the Contract Docume�ts
by using the riame of a proprietary itenl or fihe na.zx�e of a paxtxc�alar Suppliex, ihe specifzcation oz�
description is iniended to establish ihe type, �unction, appeaxa�ce, a�d quaJity xequired. Uxaless the
specification or description contains or is foIlowed by words readi�zg thafi no like, eq�uivalent, ox
"or�equal" item or no substitutao� is pernaitted, other items of ma.terial or equipment of other
Suppliers may be submitted to C�Ety for review undex the circumstances descrilaed below.
1. "Or-Equal"Items: If in City's sole discretion an item of maieria.l or equipment proposed by
Cantractor is functionally equal to that named and �ufficiently similax so that no change in
related Work wiil be requrtred, i� may be considered by City as an "or-equal" itern, in which
case review and approval of the proposed i�ern may, in City's sole di�cretion, be accomplished
wifhout compliance w�th some or aIl of the requirements for approval of proposed subsiitute
items. Far the purposes of this Paragraph 6.05.A.1, a proposed �tem of material or equipment
will be considered functionally equal to an item so named if
a. the City deterniines that:
1) it is at least equal in materials of construc�an, qYrality, durability, appearance,
slrength, and design characteristics;
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2) it wiJl �reliably perforrn at least equally weli the function and achieve the resulis
izz�posed by the design conc�pt of the completed Project a� a functioning whole; and
3) it has a�roven record of performance and availability of re,spoxzszve sez-�ice; and
b. Contractor certi�fes that, if approved and incorporated r�to the Work:
1) there wi11 be no increase in cost to ihe City or increase in Contract Time; and
2) it will conform substaniiaIly to the cletaa�ed xequ.irerr�ents of the item named in fhe
Contraci Docurnents.
2. Substitute .Items:
a. If in City's sole discre�ian an item o� material or equipment proposed by Con�sactox does
not qualify as an "or-equal" item under Paragraph 6.OS.A.1, it may be submutted as a
proposed subsfifute �tern.
b. Contractor shall submii �ufficient information as pro�ided below to allow Ciry to deterniine
if the i�em of ma�er�l or equipment proposed is essentially equivalent to �1iat narned and
an accep�ahle substitute therefox. Reques�s �or review af proposed substitute i��rns of
material or equipznent will not be accepted by City from anyone ofher than Contractor.
c. Conlractor shall rnak� written application to City for review of a proposed substitute item
of material ar equipment that Contractor seeks to fiirnish or use. The application shall
comply wi�h ��ction Ol 25 00 and:
1) s13all certify that the proposed subs�itute item wili:
a} per�oz-�ra adeqUately the fiznctior� and achieve the results called for by the general
design;
b) l�e sni�rlar in substance to that s�ecified;
c) be suited to the same use as that specified; and
2} will state:
a} the e�ent, if any, to vvh'rch the use of the proposed subsiitute iiem wiil prejudice
Contractor's ac�ie�vetnent of final completion on time;
b} whether use of t1�e �roposed substitute item in the Work wi� xequire a change in
any of the Cc,ntraci Dociunents (or in the provisions of any oiher darect contrac�
�vith City for other work on the Projeci) to adapt the design io tk�e pxoposed
substitute item;
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c) whether incorporation or use of the proposed substitute item in connection with
the Work �s subject to payment af any license fee or royalty; and
3) will identify:
a) all variations af th� propos�d subst'r�ute item from that specified;
b) available engineering, sales, maintenance, repair, and replacement services; and
4) shall coniair� an itemized estimate af all costs or credits that will resutt directly or
indireetly fro� use o� such substitute i�em, inclucling cosfs of redesign and Damage
Clauns of other contz�actoxs af,fected by any resulting change.
B. Substitute ConsiructionMethods arProcedu�es: If a specific means, meihod, iechniq�e, sequence,
or procedure o�' construction is expressIy required by the Contract Documents, Contractor may
fiunish or utilize a substitute mean�, methad, technic�ue, sequence, or procedure of canstruction
appraved by City. Contractar shal� submit sufficient information to allow City, in City's sole
discretion, to determine that the substitute proposed is equivalent to ihat expressly called for by
the Contract Documenis. Coniractor shall make written application to City for review in �ae saxxae
manner as those provided in Paragraph 6.05.A.2.
C. City's EvaZuation: City will be allowed a reasonable tame witivn which to evaluate each
proposal or subiriittal made pursuant to Paragraphs 6.OS.A and 6.OS.B. C'rty may require Cantractor
to furnish additional data about fi,he proposed sub�tiiute. Ciry will be the sole judge of acceptability.
No "or-equal" or substituie wii.l be oxdez�ed, installed or utilized until City's r�vrevv is complete,
which will be evi�de�ced by a Change Order in the case of a subs�itute and an accepted Submittal
for an "or-equal." Ciiy will advise Contrac�or in writing of its defel7riination.
D. Special Guarantee: City may require Contraciar to furfiish at Contractor's e�pense a special
pe�forn�anc� g�arantee, warraniy, ar aiher surety with respect to any substitute. Contractor shaT�
indemnify and hald ha�mless City and anyone directlyo� indirectly employed by themfrom and
against any and all clai�rs, darnages, losses and experrses (including attorneys fees) a�ising out of
the use of substituted mcrte�ials or equipment.
E. City's CostRei�nbursement: City will record City's costs in evaluating a substrtute propased or
submitted by Contractor purs�t to Paragraphs 6.OS.A.2 and 6.OS.B. Whether or not City
approves a substiiute so propased or subxriil.ted by Contracf�r, Contractor may be requir�d to
reimburse City �or evahaating each such proposed snbstiture. Contractor may aIso be required to
reimburse City for the chaxges for making changes in tlie Contract Documents (or in the provisians
of any other direct contract wi#h City) resulting fram the acceptance of each proposed substitute.
F. Contractor's Expense: Con�racior shall provide all data in support of any proposed ,substitute or
"or-equal" at Contractor's expense.
CiI'YOF FpKT WORTIT
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G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to ihe Contract by Change Order.
H. Time Extensions:No addi�iona.l time will be granted for substi�utions.
6.06 Concerning Subcontrc�ctors, Suppliers, and Othe�s
A. Contracfor shall perform vvi�h �is own organization, work of a value not less than 35% of the
valu� embraced on the Contract, unless otherwise approved by the City.
B. Contractor shall noi employ any Subcantxactor, Supplier, or other individua l or entity, whether
uutially or as a replacement, aga'v�st w�az� City may have reasonable abjectio�. Contractar shall
not be required io employ any Subcon�ractor, Supplier, ar other inrlividual ar �nfity to fiirnish or
perfarm any af the Wor�C against whorr� Contractor has reasanable abjection {excluding those
acceptable to City as indicated in Paragraph 6.06.C).
C. The City may from time to tirrie require th� use of certain Subcontractors, Suppliers, or other
individua�s or e�ntrties on the project, and will pro�de such requirernents in the Supplementary
Conditions.
D. Minority Business En�erpr�ise Compliance: It i� City policy to ensure the fi�l and eq�aitable
participafion by Minority Business Enterprises (MBE} in the procurement of goods and ser�ices
on a contractual basis. If the Contract Documents provide for a MBE gaal, Contxactox is required
to co�ply with the intent of the City's MBE Ordinan�ce (as anaended) by ihe following:
1. Contractor sk�al�, upon requesf by City, provide compTete and accurate information regarding
actual work pex�oz-�xaed by a MBE vn the Cont�act and payment therefor.
2. Con�'actor will not make adclitions, deletions, or su3�siitzrtions of accepted MBE wiihout
wri�ten consent of the City. Any unjustified change or deletion shaIl be a material breach of
Cantract and may result in debarment in accordance with the procedures outliu�ed in the
Ordinance.
3. Contractor sha�, upon request�y City, a�low an audit and/or e�.rninatian of any boo�, records,
or fi�es in the possession o�'tiie Contractor thai will substant�ate the actual wark perfarmed b�
an MBE. Material misrepresentaiion of any nature wili be grounds far te1-n�ination of the
Contract in accordance with Paragraph 15.02.A. Any such znisxepresentation may be grounds
for disq�aalification of Contractor ta bid on future cantracts with #1ie City for a period a�
not Iess than three years.
E. Contractor shall be fully respons�le to Cifiy for a11 acts and omissians of ihe Subconiractors,
Suppliers, and other individuals or entities per�orming or furnishing any of the Work just as
Cantractox i� responsib�e for Con�ractor's or�vn acts and omissions. Nothing in the Contract
Documenfs:
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1. shall create far the benefrt of any such Subconiractor, Suppl�er, or other i�dividual or entity
any contracival rela�ionship between City and any such St�bcontractar, Supp�iex ox oihex
individua l or entity; nor
2. shall create any obligation an the part of City to pay or ta see ta the payment of any moneys
due any such Subcox�tractor, Supplier, ar other individUa l or entity except as may otherwise be
required by Laws and Regulations.
F. Contractor s�all be solely responsible for sched�aling and coorclinating ihe Work of Subcontractors,
Suppliers, and oiher individua ls or enii�ies performing or furnishing any of the Work ua�dex a direct
or indirect contract with Cantractor.
G. All Subcontractors, Suppliers, az�d such other inctivzduals or entities perforn�ing or �'�YYY�ishing any
of the Wark shall communica�e with City tk�rough Coz�tractor.
H. All Wark perforrned for Cont�actor by a 5ubcantractor ar Supplier wili be pursuant to an
apprapriate agreement between Contractor and the Subcontractar or Supplier which specifcally
binds the Subcontractor or Supplier to the applicable ierms and conditions of the Contract
Documents for the benefit of City.
6.07 Wage Rates
A. Duty to pay Prevailing Wage Rates. The Confractar shall comply with all requirements of
Chapter 2258, Texa.s Government Cade {as amended), inclucling the paymeni of not less than the
xates detern�med by the City Cot�ncil of the City of Fort Worth to be the prevaiIing wage rates in
accoxc�az�ce with Chapter 2258. Such prevaiting wage rates are included in these Coniract
Doc�e�ts.
B. Penalry for Violation A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by ihe Ciry, pay to the City $60 for each workex ezxaployed for each
calendar day or part of the day ihat the worker is paid less than ihe prevailing wage rates stipulate d
in these contraci documents. This per�alty shall be retained by ihe City to o�fset its ad���ini�trative
costs, pursuant to Texas Governn�ent Code 2258.023.
C. Complaints of Violations cand City Dete�mination of Good Cause. On rece'rpt o�' inf'ortnation,
includ'mg a complaini by a wor�Cer, concerning an alleged via�ation of 2258.023, Te�s
Government Code, by a Caniractar or �ubcontracfor, the C'rty shall make an initial
deternlivation, before the 3l st day afker the date the City receives th� rnf�ormation, as to �ovhefller
good ca�se e�.ists to beiieve that the violation occ�.ured. The City shall notify in writing tlze
Cont�actox or Subcontractor and any affecfed worker of its initial determination. Upon the City's
deierrnination tlaat thexe is good caUse to believe th� Contractor or Subcontractor has vioiated
Chaptex 2258, the City sha11 retain the full amo��nts claimed by ihe claimant or claimants as the
d�ference betweenwages paid and vvages due utider the prevailing wage rates, such amounts being
subiracted frorn successive progress payments pending a final determuiaiion of the violation.
crr�or• ro��r wox�x
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D. A�bii�ation Requi�ed if Violation Not Resolved. An issue relating to an alleged violation af Sectiox�
2258.023, Texas Governmeni Code, including a penalry owed io the City or an affected worker,
shall be submitted to binding arbitration in accordance with the Texas Ge�exal Arbrtration Act
(Article 224 et seq., Revised Statutes) if ihe Contractor or Subcontractor and any af�ected worker
does not resol�e the issue by agreementbefore the ISth day afterthe date ihe City makes its initial
deterrnuiation pursuant to Paragxaph C above. �f the persons xequ�ed ta arbitrate under this
section do not agree on an arbilratar befare the 11th day after �he date that arbitration is required,
a disfrict caurt sl�all appaint an arbitrator on the petition of any o�'the persans. The City is not a
party in the arbi�rati�n. The decision and award of th� arbitrator is frnal and binding on all �arties
and znay be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor sha�, for a period of three {3)
years foIlowing the date of acceptance of ihe work, maintain records that shaw (i) the name and
occupation of each worker employed by the Contractor in the consiructi,on of the Wor�C provide d
for in tivs Contract; and (n) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the Ciry. The provisions of Paragraph 6.23, Rig11t
ta Audi�, sha1T pertain to this inspection.
I'. Pf�ogress i ayments. �Jith each progress payment �r payrall �eri�d, w�uichevex is less, the
Contractor shall ,submit an a�fidavit stati�ng that �he Canlxactox has complied with t1�e requirements
of Chapter 2258, Texas Go�exx�z�r�ent Code.
G. Posting of Wage Rates. The Contractor shail �ost prevaiIing wage rates in a conspicuous place at
a11 times.
H. Subcontractor Compliance. The Contracior shall include in iis subcontracts and/or shall
otherwise require ali of its Subcontractors to comply with Paragraphs A througli G above.
b.08 PatentFees and Royalties
A. Contractor shall pay aI� license fees and royalties and assume all costs incident to the use in the
perforn�nce of the Work or the incorporation in the Work of any invention, design, process,
product, or device �vhich is the subject of patent right� or copyrights he�d by other�. Yf a particular
invention, design, process, product, ar device i� specifed in tl�e Contract Doc�unents for use in the
performance of the Wark and if, to the actual knowIedge of City, its u�e is subject to patent rights
or copyrights calling for the payment of any license fee or royalty to others, the exisience of such
rights shall be disclosed by City in the Contract Document�. Failure of the City io disclose such
rnformation does not relieve the Contractor from its obligaiions to pay for the use of said fees or
royalties to otiiers.
B. To the fullest extent permitted by Lc�tivs and Regulaiions, Coniracto� shall indeYnnify ana' hold
harmless City, frorrc cand against aIl cic�in�s, costs, losses, and damages (iracluding but not liYnited
ta all fees and charges of engineers, architects, attorneys, cand oiher p�afessionals and all court
or arbitration or other dispute Yesolution costs) arisirag out of or relating to any infringement of
pc�tent rights o� copyrights incident to the use in the perfa�mance ofthe Work or resulti��gfrom
CTTYQF FORT WORTH
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the incor�oration in the Work of arry invention, design, process, product, or device nat speczfied
in the ContYactDocu�nents.
6.09 Perr�aits ancl Utilities
A. Contracto�- obtained permits and licenses. Contractor shall obtain and pay for a11 construction
permits and licenses e�cept tho�e pro•vided for in the Supp�ementary Conditions or Contract
Docurnents. City shall assist Contractor, when necessary, in o�taining such perrruts and licenses.
Coniractor shall pay all goverrunenta� charges and inspection fees necessary for the prosecu�ion of
the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the
Effect�ve Date of the Agreement, except for permits provided by the City as spec�ed in 6.09.B.
City shaIl pay all charges of utiliiy owners for conneciions for providing permanent service io ihe
Work.
B. City obtainedpermits and Iicenses. City will obtain and pay for all pernuts and ficer�ses asprovided
�or in t�e Supplementary Conditians or Cantracf Documenfs. It �vi11 be the Contractor's
responsibility to carry out the provisions of the pernvt. If the Contractor initiates changes to �he
Corzt�act and the City approves the c1�ailges, the Contractor is respons�le for obfaining cleara�ces
and cooxdiurzatizag with the appropriate regulatory agency. The City witl not r�imburs� tiic
Contractor for any cost associated with these requir�ments of any City acquired permit. The
�ollowing are pern�its the City wrli abtain if required:
1. Texas Department af Transportation Permiis
2. U.S. Army Corps of Engi�z�ee�s Pez-nnits
3. Te�s Coirnni,ssian on EnvironmenYal Quality Pernlits
4. Railroad Company Permits
C. Outstanding permits and licenses The City a�tzcipates acquisition af and/or access to perniits
ancl I�censes. Any outstanding pern�rts and licenses are antic'rpated to be acquired iri accordance
with the schedule se� �orth � the �upplementary Condrtion�. The Project Schedule submitted by
the Contractor in accoxdazace with the Contract Documents must consider any outstancling pern�its
and licenses.
6.1 p Laws and Regulatians
A. Coniractor shall give all notices required by and shal� comply with al� Law� and Reg�latian:s
applicable to the performance o� the Woxk. Ez�cept where otherwise expressly required. by
applicable Laws and Regulations, the Ciiy shall noi be zespoz�sble for monitoring Contractar's
compliance with any Laws or Regulations.
B. If Contractor perforins any Work knawing or havrng rea�on to l�nov�r that it is contrary to Lar�vs or
Regulations, Contractor shall bear aIl claims, costs, losses, and damages {including but not limited
to all �ees and charges of engineers, architects, attorneys, and other professiona� and all
CPI'Y OF FORT WORTH
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couz-� ox arbitration or other dispute resolution cos�s) arising out of oar xelating to such Work
Howevex, it shall no� be Confractar's responsibil�ty io �nake certa�n that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor's flbligations under Paragraph 3.02.
C. Changes in Laws or Regulatiozas not lrnawn at the time o� opening of Bids having an efFect on
the cost or tirne of perforxnance of the Wark may be the subject o� an adjusiment in Contract Price
or Cont�act Tuxae.
6. � l Taxes
A. On a contraci awarded by the City, an organi�ation which qualifies for exemption pursuant to
Texas Tax Code, Subchapter H, Sectio�,s 151.301-33 S(as arnended), the Contractor may purchase,
renti or lease aIl materials, supplies ancl equiprnent used ar consumed in the performance of this
contract �y iss�aing to his supplier aan exemption cerbf'rcate in lieu of the tax, said exemprion
cer�ificate to comply witli State Comiptro�er's Ruling .007. Any s�rch exemption certificate issued
to the Contracior in lieu of the �ta� shall be subjec� fo and sha�l comply with the provi�ion of State
Com�troller's Ruling .011, and any ather applicable rulings pertaining to the Texas Tax Code,
Subchapter H.
B. Texas Tax pez-�z�.its and info�nation may be obtained from:
l. Compt�oller af Public Accounts
Sales TaY Division
Capitol �tation
Austin, TX 7$711; or
2. httpJ/www.window.state.tx.us/taxinfolta�orms/93-fozms.htrnl
6.12 Use of Site and Other Arecrs
A. Limitation on Use ofSite and OtherArea,s�:
1. Contractor shall confine cons�ruction equiprr�ent, �he storage o�znateriaLs and eq�ipment, and
i�e operations of workers to the Site and other areas pern�itted by Laws and Regulations, and
shall not �.ulreasonably encutnber ihe Site and other axeas wzih co�iructian equipment or o�her
materials ar equipment. Coniractor shaIl assunae fizll responsbility for any damage to any such
]and or area, or to the owner or occupant thexeof, ox of any adjacent l�nd or areas re�ulting
fram th� performance of the Work.
2. At any t3me when, in the judgment o�the City, the Contractor has obstructed or closed or is
carrying on operations iz� a portion af a s�reef, right�of-way, ar easemeni greaier than is
neces�ary for proper execution of the Wark, the City may require the Coniractor to fu�ish ihe
section or� wl�ich opexatioris are in pragress before work is commenced on any additional
area of the Site.
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3. ShouJd any Damage Claim be rnade by any such awnex or occupant because af the perforrnance
of the Work, Contxactor shall promptly attempt to xesolve the Damage ClaIln.
4. Pursuant to Parag�aph 6.21, Contracto� shall indemnifyand hold harmless City, f�om and
againsi�ll claims, cosis, losses, and damages a�ising out ofor �elating to arzy claim or action,
legal or equitable, brought by any such o�vner or occupant against City.
B. Rertwval of DebYis During Pe�formance of the Work.• Duxzng the pxogress of �he Work
Contractor shall keep tk�e Srte and other areas free from accum�lations of waste rnaterials, rubbish,
and other debris. Rezx�oval and dispasal of such waste materials, rubbisl�, and other debris shall
confo� to app�icable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hou�rs after �vritten notice is given to the Contractar that the
clean-up on the job site is proceeding in a manner unsatisfaciory to the City, if the Coniracior fails
to co�ect the unsatisfactory procedure, the City rnay take such direct action as ihe City dee�ns
appropriate to correct the clean-up defciencies cited to the Contractor in ihe written notice
(by letter or electronic communication}, and the cosis of such direci action, plus 25 % of such
costs, shaIl be deducted from the monies due or to become due io the Con�racior.
D. Final Site Clea�aing: Prior to Final Acceptance of the Work Contractor sha� cIean xhe Siie and
the Work and make it ready for utilizaiion by Czty ox adjacentpxoperty owner. Atfhe campletion
of the Woxk Con�ractox shall remove from the Site all tools, appliances, canstruction equipment
and rnachinery, and surplus materia3s and shall restare fo original condition or better all property
disturbed by the Wox�C.
E. Loading St�uctures: Contractor sha�1 not load nor permit any part of any str�.icture to be loaded
in any manner tihat will endanger the structure, nar shall Contractor subject arry part of ihe Work
or adjacent property to stresses or pressures il�at will endanger it.
6.13 Record Documents
A. Contractar shall mainta� � a safe place at the Site or in a place designat�d by the Contractor and
appxoved by t�e City, one {1) record copy of all Drawings, Specification�, Addenda, Chang�
�rdexs, Field Orders, and written interpretations and clarifications in good order and annotated to
show changes made during cons�ruction. These r�card dacuments together with all approved
Sazx�p�es az�d a counterpart of all aecepted �ubir�iltals will be available to City for reference. Upan
completion af the Work, these record docutnents, any operation and maintenance manuals, and
Subn�iktals will be deliver�d to City prior to Final Inspection. Contractor shalt include accurate
locations for buried and imb�dded �terns.
6.14 Safety rxnd Protection
A. Cont�actor shall be solely responsi'ble for inifia.ting, ma.intaining and supervis�ng all safety
precautaox�s and prograrns in connectian vvith the Work. Such respons�ility does not relieve
Subeontractoxs of their responsibiliry for the safety of persons or property in the performance of
the�r work, nor �or compliance with applicable safeiy Laws and R�gulations. Confractar shall
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take all neces�ary precau�ions far the safety of, and shall pxavxde the necessary prot.�c�ion to
pre�ent damage, injury or los� to:
1. all persons on ihe Site or who rnay be affected by the Wark;
2. all the Work and materials and equipment io be incorporated ilaereiz�, wheiher in storage on
or off the Site; and
3. other properry at the Site or adjacent thereta, including trees, sl�rubs, lawns, waIk�,
pavements, raadways, structures, utilities, and Underground Facilities nat designated for
reznava�, relocation, or replacemen� in the course of construction.
B. Con�ractor sl�all comp�y with all applicable Laws and Regulations relatiz�g �o the safety of
persons or prop�rty, or to the protection of persons or property from damage, injuxy, or loss; and
shall erect and maintain all necessary �afeguards for such safety and protection. Contractor �ha�
notify owners of adjacent property and of Underground Facilities and o�lier utzl�ity owxiers when
prosecut��n af th� Work may affect them, and shall cooperate wi�h them i�ri the pxoteciion,
remo�al, relocation, and replacement of their property.
C. Contractor shall cornply wiih the app�icable requ3�rexxaents of City's safety programs, if any.
D. Coniractor skaall inform City of the specific r�quir�ments of Contractor's safety program, if any,
with which City's employees and repres�ntativ�s rnust comply while at the ��e.
E. All dama.ge, injury, or loss to any properry referredto ui Paragraph 6.14.A.2 ar 6.14.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subconiractor, Supplier, ar ar�y �ther
indi�idual or eniity directly or indirecily employed by any of thexn to per�flrm any of the Wark, or
anyone for whose acts any o� them may be I�ble, shall be remediecl. kay Contractor.
F. Contractor's duties and respoz�sibilit�es �ar safety and for protectian of the Work shall continue
until such tune as all the Work is completed and City has accepted the Work.
fi.l S Safety Represeniatave
Contractor �hall mform City in writing of Contractor's designated safety representative at tlle Si�e.
6.16 Hazard Communication Programs
Contxactor sk�all be resporisible for coardinatrng any exchange of material safeiy data sheets or otlier
hazard cozxunaunication u�ormation r�quired to be �nade avaiIable to or exchan�ed beiweenor among
employers in accordance wi�h La�vs or Regulations.
6.17 Emergencies and/o� Rectificatian
A. In emergencies affecting the safety or pxotec�o�. o� persans ar the Work ar property at the Site or
adjacent tliereto, Contxactox i� obligated �o act ta prevent threatened damage, injury, or loss.
Contractor shall give City pronnpt written notice if Contractor bel'reves that any significant
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changes in the Work o�r variations from the Contract Docurnen�s have been caused thereby or are
required as a res�lt thexeo� If City deternvnes that a c�iange in the Cont�actDoc�ments is required
because o�fihe action taken by Contractor in response to such an emergency, a Change Order may
be i�sued.
S. Should the Cantractor fail to respond ta a request from ihe City io reciify any discrepancies,
amissions, or correction necessaryto conform with the requirements of the Contract Documents,
the City shal� give the Coniractor wriiten noiice that such work or changes are to be per�o�ned.
The written noiice shall direct attention to the discrepant condition and request the Cantractor to
take remedial action ta correct ihe condition. In the event the Cont�actox daes not ta.ke positive
steps to fiilfill ihis written request, or does not show just cause fox not taking ihe proper achon,
within 24 hours, the City may iake such remedial action with City forces ox by cantract. The City
shall deduci an amount equal io the entixe costs �or such remed�i action, ph�s 25%, from any
funds due ar become due the Contractor on the �roject.
5.18 Subnzittals
A. Contractor sha11 submit required Submittals to Ciry for review and acceptance iu� accordance
wi�h the accepted �chedule of Submittals (as required by Paragraph2.0'�. Each,submittal wili be
identified as City may require.
1. �ubrnit number of copies specifed in the General Requirements.
2. Data shawn on the Subll�ittals will be complete with respectto quantities, dimensior�s, specifed
perfonnance and design criteria, materials, and sirrular data to shaw Ciiy the services,
materials, and equipmen� Contractor proposes to �rovide and to enable City to review the
iu�oz-�nnation for the lim'rted purposes required by Paragraph 6.18.C.
3. SubmittaL� sulamitted as herein providec� by Contractar and reviewed by City far
conformance with the design concept shall be executed iva confozmity with the Cantract
Docutnents unless oiherwise requa�red by City.
4. When Submittals axe submi�ted for th� purpose of shovving the installafiion in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawing� and
Specifications.
S. For-Inforn�at'ron-Only submittals upon which the City is noi expected to conduct xeview or
take responsive action may be so identified in the Cantract Dociunents.
6. Submit requirec� number of Saxr�ples specified in the Specifications.
7. Clearly iclentify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use �or which intended and other data as City may require to enable Ciiy io review the
subznittal far the Iimited purpo�es required by Paragraph b.18.C.
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B. Where a Submittal is required by the Contract Docuznents or the Schedule of Subinitfals, any
related Work performed prior to City's review and acceptance of the pertinent sub�l�iital will be
at the sole e�ense and responsibiIity of Con%z�actar.
C. City's Review:
1. City vvrll provide timely review of required Submztta.I� in accoxdance with the Scheduie of
Subn�tals acceptable to City. City's re�zew and accep�ance will be only to detern�itie if the
items co�ered by the subinittals will, aftex anstallation or incorparation in �lie Work, conform
to the information given in the Con�xactDocuments andbe compatible �vit17 the design concepi
of the co�n�leted Project as a fiuc�ctioxung whale as inci�cated by th� Contract Documents.
2. City's re�iew and acceptance will no� ext�nd to means, methods, techniques, sequences, or
procedures of co�stz-uction (except where a particular mean�, method, technique, sequence,
or proceduxe of consisuction is specifrcally and e�ressly called for by the Contraci
Documents} ox to safety precautions or programs incident thereto. The revt.ew and acceptarice
of a sepa�rate i�em as such will not indrtcate approval of the assembly in which the item
functions.
3. City's re�ie�v and acceptance shall nai relieve Coniractor from responsibility �ox any
variatior� from the requirements of the Contract Documents �nless Contractox has coznpl�ed
v�r�h tTie requirements of Section O1 33 00 and City k�as give�n written acceptance of each
such variation by specific written naiation t�ereflf mcorporafed in or accompanying the
Subn�ttal. Ciry's review and acceptance shall �ot relieve Cantractor frorn responsibilily for
complying with t1�e requirernents of the Contract Daczunents.
6.19 Continuingthe Wark
Except as atherw�se provided, Contractor shall carry on the Work and adhere ta the Project Schedule
dulring all disputes ar disag-���m�nts �,vitT� City. Na Work shall be delayed or postponed pendin.g
resolution af any �putes or disagreements, excepi as City and Contractor �nay oihexwise agree in
writing.
6.20 Contracto�'s General Warranty and GuaYantee
A. Contractor wazxants and gua.ran#.ees io City that all Work will be in accordance with the Contract
Docurr�ents and wiill �ot be defective. City and its officers, directors, mernbers, partners,
employees, agents, consuliants, and subcontractors sha�l be entitled to rely on representation of
Contractor's wazxa.nty and guarantee.
,
B, Con#ractor's warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modificaiion, or improper maintenance or opexation by persons ather than Contractor,
Subcontractors, Suppliers, or any other i�ndivzdual or entity for wham Cont�actor i�
re�ponsible; or
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2. normal wear and tear under normal usage.
C. Conlractar's obligation to perform and complete the Work in accardance wiih the Contract
Documents shall be absolute. None af the foIlowing will constiiute an acceptance of Work that i�
not in accordance with the Contract Doc�.ments or a release of Contractor's obligation to perform
the Work in accordance vcrith the Contract Documents:
1. observations by City;
2. reco�nnendation ar payment by City of any progress or fu1a1 payment;
3. �lie i�suance of a certificate of Final Acceptance by City or any payment related ihereto by
City;
4. use or occupancy of ihe Woxk or any part thexeo� by Ciiy;
5. a�y xeview and acceptance of a Subii�ittal by Ciry;
6. any inspection, iest, or approval by others; or
7. any correciion of defective Woxk by Czty.
D. The Coniractar shall r�med� any defects or dama.ges in the Work and pay for any damage to
o�her work ar property r�sultrrig �therefrom which shall a�pear wi�lun a period of two (2) years
fram �he date of Final Acceptance of fhe Work unless a ionger period is specified and sha�l furnish
a good and sufficient rnaintenance bond, co�n�Iying with the requirements of Article
5.02.B. The City will give notice of oi�served defects with reasonable promptness.
6.21 Indernnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at itis o�vvn
expense,the Ciiy, its office�, servants a�dempIoyees,from and against any and all claims
arising out o� or alle�ed to arise out o� the work aad se�-vices to be performed by the
Contrac�or, its office�-s, agents, employees, subcontractors, licenses or invi�ees under th�s
Contract. �`Hi� �NDF.MNTFTC`ATTnN PRCDVi�inN I� �PFC'�FICALLY iNTENDED TO
�,PFRATF. ANn RF, F,FFF.C,`TTVF; F.VF,N IF TT I� ALI,EGED _ORPRnVF.N THAT ALL
OR SnMF nF TNF, nAMA[iF.S RF.TN(T Sni1CHT WFRF C.AUSEn._TN WFinLF, OR �N
PART. RV ANY AC'T. nM ��ION (lR NFGLIGF�TCF_ F THF CTTV. This indemnity
provision is inte�ded to include, without limitatian, it�demnity for costs, expEnses anc� le�al
fees incurred by the City in defending against s�ch claims and causes of actions.
B. Contrac�orcove�a�tsandagreestQindemnifyandholdharmless,atif,�ownexpense,fheCiiy,
its afficers, serv�ants and employees, from and against any and all ios s, damage or destructian
of property ai�he CiLy, arising out o� or alleged to arise out o£, the work and services to �
perfarmed by the Contractor, its o�cers, agents, empIoyees, suhcontractors, license�s or
invitees under this Contrac�.
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-�------= \ _ \ � � � � � _►=-- —= � 1 i _— -- -- / /—\ - -
� 1 1 • � • 1 \ . = - = - —I-' _ -!_ 1/ _I_ �_ _ 1 r_ 1/ : � \ � _ �'l' �fl
.L � 1 ./. i _ 1 : _ � ` = : _ � �_ ► _ : I 1L _ I � � '
► 1 .- —
6.22 Delegation of Professional Design Services
A. Contractor �wi11 not be required to provide professional design services �less such se�ces are
specifcally required by the Contraci Documents for a poxtion of ihe Work or unles� such services
are required to car�y out Contracior's responsibilities for cozastruciion �means, rneihads, techniques,
sec�uences and procedures.
B. rf professional design services ox certifications by a design professional rela.ted to systems,
rnateria�s or equipment are specifically xequired flf Con#�actor by tha Cont�act Docutnents, Ciiy
wiIl specify all performance ancl de,�i� criieria that such services must safisfy. Contractor shall
cause such services or certifcaiio�s to be provided by a praperty licen�ed professionaI, whose
signature and seal shal.l appear on all drawings, calculations, specifications, certifcations, and
Submi�taI� prepared by �uch professionaL Subrnittals related to the Work designed or certified by
such profPssional, if pxPparP� by �tl�Prs, s�all_ 1�P�r s��rh pr�fPssic�n�l's w_r;ttPn �pprov�l when
submitted to City.
C. City shall be entitled to rely upon the adequacy, accuracy and compieteness o� the services,
certifications or approvals perfor�ned by such design profes,sionals, provicled Czry has specifed
to Contractor performance and design criteria that ,such. sez-vices �ust sati�fy.
D. Pur�uant to tivs Paragraph fi.22, City's review and acceptance of c��sign calculations and design
drawings will be only for the limited purpose o� check�g for confo1711ance with performance and
design criteria given and the design concept expxessed in the Cantract Docurnents. City's review
and acceptance of Submittals {except design calculations and design drawings) will be only for
the purpose stated in Paragraph 6.18.C.
6.23 Right to Audit
A. The Contractar agrees ihai the City shall, until the e�pixatiion o� three {3) years after final
�ayment under tI� Contract, ha�e access to and the right to exami�.e and photacopy any directly
�ertinent books, documents, papers, and record,� of the Cox�tractar involving transactions relating
to this Contract. Contracior agrees that ihe City shall have access during Regular Working Haurs
to all necessary Con�ractor facilities and shall be p�ovided adequate and appropriate work space
in order to conduc� audi�s in compliance with the pxovisions of this Paragraph. The Ciiy shall
give Contractor reasonable advance notice of intended audits.
B. Contractor fi�rther agrees to include iz� al� its subcantracts hereunder a provision to the effect that
the subcontractar agrees �haf the City shall, until the expiratian of three (3) years after final
payrnent under this Contraci, k�ave acce�s to and th� right to examine and photocopy any direcily
pertinent books, documents, papers, and records of �uch Subcontractor, involving transactions to
the subcontract, ax�d �urther, that Ciry shall have acce�s during Regular Working Hours to a11
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S�xbcont�actar facilities, and shall be provided adequate and appropriat� vvork space in order to
conduct audits in compliance wi�h the prov�sions o� this Paragraph. Th� City shall give
�ubcontractor reasonable advance notice o� intended audi�s.
C. Contractor and Subcan�ractor agree ta photocopy such documents as rnay be requested by the C�ity.
The City agrees to reinr�burse Contractor far the co�t of the copies as fo�lows at ihe rate published
in �he Texas Ad�a�izaastratave Cade in effect as of the tiime copying �s performed.
6.2�- Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing trar�it-
related projecis, which axe funded in part wiih Federal frnancial assistance awarded by ihe U.�.
Departmeni of Transportai�or� and the Federal Transit Administration (FTA), wi�hout
discrunuiating againsi any pexsoz� in the United States on the basis of race, color, or national or�in.
B. Title V� Civii Rights Act of I964 as amended.• Contractor shall comply with the requirements of
the Act and the Regulaxio�s as further definec� in �he Supplementary Conditioz�s far any pr�ject
xeceiving Federal a�sistance.
ARTICLE 7— OTHER WORK AT THE SITE
7.01 Related Work atSite
A. City may perfarm other work related to the Project at the Site with Czty's erz�p�oyees, or other
Czty contractors, or t�rough other direct contracts therefor, or have other work perforrned by utility
ovaners. If such other work is not noted in the Coz�tract Documents, then writt�n notice thereof
will be given to Contractor prior to starting any ,such other work; and
B. Contractor shall afford each other contractor wha is a parly to such a direct contract, each utility
owner, and City, if City is perfornvxag other work wrth City's employees or other Ciry contractors,
proper and safe accesstot�.e Site, pravide areasonable opportunity for the introduction and siorage
�f materials and equipment and. the execution of such other work, and properly coordinaie the
Work wrth thei�s. Co�zt�actar shall do all cutting, fitting, and �atching of the Work that may be
required to properly coxaxzect or atherwise make its several �arts come iogether and properly
integrate with such othex woxk. Contractor shall not endanger any work of others by cutting,
excavating, or otherwise altering such work; provid�d, however, that Contractor may cut or alier
oihers' work wi�h the written consenf af City and the others whose work will be affected.
C. If the proper execution ar results of any part of Contractor's Work depends upon work performed
by others under this Article 7, Coniractor shaIl inspeci such ather work and promptly report to
City in writing any delays, defects, or deficiencies in such other wark that render rt una�railable
or unsuitable for the proper execuiion and resul�s of Coniractox's Work. Conlractor's failure to so
xepart wi11 constitute an acceptance of such a�hex work as frt and proper for integration with
Contractor's Work except for ]atent defects in the woxk provided by �thers.
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7.02 COOYC�212Cll�lOYd
A. If City intends to contract with others for the performance of other work on the Praject at the
Si�e, the following will be set forth in Supplementary Conditions:
1. the individ�a l or entity who wiIi �a.ve authority and responsibility for coorclination of the
activities among khe various canteactors will be identified;
2. the specific rnatters to be covered by such authoriry and responsbility wiIl be itexz�i�ed; and
3. the extent of such authority and �esponsibil.ities will be provided.
B. Unless otherwise pxovided in the Supplementary Cancl�tions, City shall 1�a-�e authority for such
coardination.
ARTICLE $ — C�TY'S RESPONSISILITIE�
8.01 Communicatians to Contr�actor
Exce�i as otheiw;�e ��ovided i�� �1�e �u��le��lei�ta�y �GiiC�ililOi75, �ity s1�a11 issue all coi��i�z�-ji.caiions
to Contractor.
8.02 Furnish Data
City �hall timely furnish the data requa�red under the Contraci Documents_
8.03 Pay When Due
City s1�a11 make payments to Contractor in accordance with Article 14.
8.04 Lands and Easements; Reports ancl Tests
City's duiies wz�h respect to praviding ]ands and easernents and pro�iding engineering surveys to
establish refexence points are set fortl� in Paragraplis 4.01 and 4.05. Paragraph 4.02 refers to City's
identi�ying and making a�ailable ta Contractor copies o� reports of e�Iorations and tests of subsuriace
conditions and drawings af physical conditians relating to e�sting surface or �ubsurface struct��res at
ox coniiguous to the Site tha� have be�n utilized by City in preparing the Contract Documents.
S.OS Change O�de�s
City shall execute Change Orders in accordance with Paragrapk� 10.43.
5.06 Inspectians, Tests, and Approvals
City's respons�ility with respect to certain inspection�, iests, and approvals is set forth in Paragraph
13.03.
CITY OF FORT WORTH
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8.07 Limitations on City's Responsibilities
A. The City sha� not supervise, direct, or have control or authoriiy over, nor be responsible fox,
Caniractor's means, methods, techniques, �ec�uences, or procedures of construction, or the safety
precau�ons and programs incident thereto, or for any failure of Contractor to coxxaply with Laws
and Regulat�ons applicable fo the perfarmance of the Work. City will not be responsible for
Co�t�actor's failure to perform the Work in accordance with the Contract Documents.
B. City wiIl noiify ihe Contractar of applicable safeiy plans purs�aant to Paragraph 6.14.
S.OS Undisclosed Hazardous Environmental Condition
City's responsbility •c�vith respectto an undisclosed Hazardaus Envi�rox�xaez�tal Condition �s s�t forth
iu� �az�agraph 4.06.
8.09 Compliance with Safeiy Prog�am
While at the Site, City's employ��s and representatives shall comply with the specific applicable
requirements of Conlractar's safety pragrarns of w1�ch Ciry has been mformed pitrsuant to
Paragraph 6.14.
ARTICLE 9— CITY'S OSSERVATION STATUS DURTNG CONSTRUCT�ON
9.01 City'sProjectManager
Ciry will provzde one ar more Project Manager(s) during the consiruction periocl.. The duties and
responsibili�ties and the limitations of authority of City's Project Manager during cans�cfaon are set
forth iza ihe Cantract Documents. The City's Project Manager for this Contract is identified in the
Supplezxaen#aiy C�nditions.
9.02 Visits to Site
A. Ciry's Project Manager wil� m�ke visits to ihe Siie at iu�texvals appropriate fo the various stages
af construction as City deerns necessary in order to observe the pragress that has been made and
the qtrafi�y of the various aspects of Con�acfiox's executed Work. Based on information
obtained during such visi�s and obser�a�ions, City's Pxoject Manager will determine, in general, if
the Work is proceeding in accordance with �e Contract Docutnents. City's Project Manager will
not be requirec� to make exhausiive or confiiz�uous inspections on the �ite to check the c�uality or
q�ant�ity of the Work. �iry's Project Manager's efforts will be directed foward providing City a
greater degree of confidence that the compleied Work v�r�ll conform generally to the Contract
Documents.
B. City's Project Manager's visifs and observations are subjeci io a�l the �tations on authoriry and
responsibility in the Contract Documents incluc�ing those set forth � Paragrapk�
8.07.
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9.03 Autho�ized Variations in Wot�k
City's Praject Manager may authorize minor variations iza �k�e Work from the requiremer�ts of the
Coniract Docurnenis which do not irzvolve an adjusiment �n the Contract Price or the Contract Tirne
and are compah�ble wiih the design concept o� the comp�eted Project as a functionrng rvhole as
indicated by the Contract Docunaents. These may be accomplished by a Fie1d Order and will be
bind'vn.g on Ciry az�d also on Contractor, who shall perforrn the Work involved promptly.
9.Q4 RejectingDefective Wo�k
City will have authority to reject Work which City's Projec�t Manager believes to be defective, or will
not produce a completed Project that coia%z�xas to the Contraci Dacu�nents �r ti�at will prejudice the
integrity of the design eoncept of the campleted Project as a functiox�ing whole as indicated by the
Contract Documenis. City will have authority to canduct special inspection or testing af the Work as
provided in Article 13, whether or not the Work � fabricated, installed, ar campleted.
9.05 Determin�tions foY Wo�k Perfo�med
Con�ractior �i11 determine the actual quantities and classif'ications of Work performed. Cily's �roject
Mana.ger will re�ie�c.v witT� Contractor the prelirrunary deterinuiations on suchmaiters be�ore rendexing
a written recommendation. City's written decision wiIl be final (except as modifed to refleci changed
factual condition� or more accurate data).
9.06 Decisions onRequirements ofContYactDocuments andAcceptability of Work
A. Ciry will be th� initial interpreter of the requirements of the Contraci Docurrtents and judge of the
acceptabili�y of the Work thereunder.
B. Cify will render a written decision on any issue referrec�.
C. City's written decisian on the issue xe�ezxed will be finai and b�ding fln the Contracfor, subject
to the provisions of Parag�raph �0.�6.
ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK
10.01 Autho�ized Changes in the Work
A. Without invalidatuig the Contract and wzt�aout notice to any surety, City ma.y, at any time or from
iime to time, order Extra Work. Upon notice o� sueh E�ra Work, Contractor sha11 prompfly
proceed with the Wox� involved which will be performed under the applicable conditior�s of the
Contrac� Documents (e�cept as otherwise specifically pr�vided). E��tra Work shall be
memorialized by a Change Order which may or rna.y not pr�cede an order of E�tra work.
B. For m�or changes of Work not requiring changes to Contraci Time or Contract Price, a Field
Order �ay be issued by fhe Ciry.
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10.02 Unautho�ized Changes in the Wark
Cantractar sha11 not be er�titled to an increase in the Contract Price or an extension of the Contract
Time wrth r�spect ta any work performed thai is not required by ihe Contract Documents as amended,
modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as
pr�vided in Paragraph 6.17.
10.03 Execution of Chc�nge Orders
A. City and Contractor shal� execut� appropriate Change Orders covering:
1. changes in the Work which are: (i) ordered by City pursuant to Paxagraph 10.O1.A, (u� required
because of acceptance of defective Work under Paragraph 1.3.0$ or City's carrectian af
defective Work �ander Paragraph 13.09, or {iii} agreed to by the part�es;
2. changes in the Contxact Pxice ar Contract Time which are agreed to by fhe parties, including
any undi�sputed sum or amount of tirne for Work actually performed.
10.04 Extra YYork
A. Should a difference arise as to what does or does not constitute ExEra Work, or as to the payment
thereof, and ihe City insists upon its perforznance, the Coniractor shaIl proceed with the work after
mak�ng wriiten request for written orders and sha�l �eep accuraie account af the actua.l reasonable
cost ihereof. Coniract Ciairns xegaxding Ez�tra Wark shall be ma.de pursuant to Paragraph 1Q.06.
B. The Coz�txactor shall fun�ish the C'rty such installa�ion records of aIl deviations from the original
Contracf Dacuments as may be necessary to enable the City io prepare far permanent record a
co�rxected set of plans showing the actuai instaIlation.
C. The compensation agreed upon for Extra Wark whether or not initiated by a Change Ozder sha�l
be a fu11, complete anc� fma� payment for all costs Coniractor incurs as a result or rela�izag to the
change or Extra Work, whether said costs are known, ui�.owx�, foxeseen or unforeseen at ti�at
tirr�e, including without l�nitation, any costs for deIay, eatended ovexhead, ripple or impact cast,
or any other effect on changed or unchanged work as a z�esult of the change or E�ra Work.
10.05 Notification to Surety
If the pxovisions of any bond require notice to be given io a surety of any cYiange affectvig the general
scape af the Work or the provisions of the Contraci Documents (including, but rzot liuni�ted to,
Contract Price or Cont-�act Time}, the giving of any sueh notice will be Contractor's responsib�lity.
The amount of each a�plicable bond will be adjusted by the Contractox to reflect the e��ect o� any
such change.
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STANDARDCOTISTRUCTtON SPECIF[CATION DOCUMEN'i'S
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GENERALCONDITIO�J S
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lO.Qb Cantract Clain� Pr�ocess
A. City's Decision Required: All Contract Clai�ns, except those waived pursuant to Paragraph
14.09, shall be referxed to �e City �ar decision. A decisio� 6y City shall be required as a condition
precedent to any exercise by Contractor af any rights or remedies he may otherwise have under
the Contract Docu�aents or by Laws and Regulations in res�ect of such Contract Clauns.
B. Notice:
1. Written notice statin.g the general nature of each Cont�act Claim shall be deli�ered by the
Contractor to City no later �an 15 days after the start of the event giving rise thereto. The
responsibility ta substaz�tiate a Contract Claim shal� rest with the pariy rnaking the Con�ract
Claim.
2. Notice o� the amount or eactent of the Contract CIaitn, wiih supporting data shaIl be delivere d
to the City on or before 45 day� from the start of the event givulg ri�e thereto (un�ess the City
allows additiorjal time far Contractor to submit additional or more accurate data ita support af
such Conf:ract Claim).
3. A Contract Claim for an adjustment in Con.tract Pxice shall be prepared in accordance with
the provisions of Paragraph 12.01.
4. A Contract Cla.im for an adjus�ent in Contract Time shall be prepared in accordance wzth
the provisions of Paragraph 12.02.
5. Each Contract Claim shall be accompanied by Contractox's written s�atem�nt t��at the
adjustrnent claimed is the entire adjustment io which ihe Contxaciox believes it is entitled as a
result o� said event.
6. The City shali submit any respox�,se to the Contractor within 30 days after receipt of ihe
claunant's lasi submittal (�a�nJess Contract al��ws additional time}.
C. City'sActian: City will review each Contract Claitn and, witlun 34 days after receipt of the last
sub��aiital of the Contractar, � any, take one of the follawing actions in wribng:
1. d�ny the Contract Claim in whole or in part;
2. ap�rove the Contract Claim; ox
3. notify ihe Con�actor that the City is unable to resolve the Coniract Clai�n if, in the Ciry's
sole di�cxetion, i� would be inappropriate for the City to do so, For purposes of fiartiaer
resolution o� tkie Cantract Claim, such notice �hall be deerned a deniaL
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D. City's written aciion undex �aragraph 10.OG.0 will be final and binding, unless Ciiy or
Contractor invoke the dispute reso�ution pxocedure set forth m Article 16 within 30 days of such
action or deniaL
E. No Co�tract Claim for an adjustment in Contract Price or Contract Time will be valid i.f not
subm�itted in accardance wi�h this Paragraph 10.06.
ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PR10E WORK; PLANS
QUANTITY MEASUREMENT
11.01 Cost of the Work
A. Costs Included: The term Cost of ihe Work means the sum of all costs, except those excluded in
Paragraph 11.O1.B, necessarily incurred and paid by Cont�actor in the pxoper per�ornaance of �lie
Wark. When t11e �value of any Work covered by a Change �rder, the costs to be reimbursed to
Contractor r�ill be onIy those additional or incremental cos�s requared because ofthe change in the
Work. Such costs s�aIl not mclude any of the costs itemiz�d in �axagraph 11.O1.B, and sha1�
include but not be Iimi�ed io ihe following ite�xas:
1. Payroll costs for empIoyees in the dg-ect employ of Contractor in the �erformance of the
Work under schedules of job cla�sifcations agreed upon by Ciiy and Contractor. Such
employees shall include, wzihout limitatian, superintendents, foremen, and other personnel
employed fiili tirne on the Work. Payrnll costs for employees not employed full time an the
Work shall be apportioned an the basis of their time spent on the Work. Payroll costs shall
include;
a. salaries with a 55% rnarkup, or
b. salaries and wages plus the cast of fri�nge benef�ts, which s1�a11 include social security
contributions, unemployment, excise, and payiroll taxes, workers' compensation, health
and retirernent benefrts, bonuses, sick leave, vacahon and hol�day pay appiicable fihereto.
The expenses of pexforn�it�g Work outside of ReguIar Working Hours, Weekend
Working Hours, or Iega� holidays, shall be inciuded in the above to the extent auihorize d
by City.
2. Cost of all xnateria�s and equipmenti furnished and incorporated in the Work, inclucling costs
of �ransporta.tion and storage thereof, and Supp�iers' field services requixed ixa connectio�
therewith.
3. Rentals of all construction equzpzxaent and znachinery, and the parts tihereof vvhether rented
frarn Contractor or others in accordance wit1� rental agreements approved by City, and the
cost� of transportation, loading, unloading, assembly, dismantling, and removal thereof. A11
such costs shalI be in accordance with the ternns o� said rental agreements. The rental of any
such equipment, machinery, ox parts shall cease when th� usa thereof i� no longer necessary
for the Work.
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4. Payments made by Contractar to Subcontractors far Work performed by Subcon�ractors. If
required by Ci�y, Contractor �hall obtain competiti�e bids frorn subcontractox,s acceptable ta
City and Contractar and shall deliver such bicls to City, who will thexz detem�ine, which bids,
if any, �ill be acceptable. If any subcontract provides ti�at t�ae Subcoz�tractor is ta be paid on
fh� basis of Cost of the Work plus a fee, the Subconf�actox's Cost o� the Work and fee shall
h� deternuned in tlie sa�ne manner as Contractox's Cos� o� the Wark and fee as prov'rded in
this P aragraph 11.01.
5. Costs af special consuitants (including but not litnited to engirieers, architect�, testing
laboratories, surveyors, attorneys, and accountants} employed for services specifically zelafied
io the Work.
6. Supplemental costs including the following:
a. The proportion of n.ecessary �ransportation, trav�l, and subsistence e�er�ses of
Contractor's emp�oyees incuzxed iz� dascharge af du�ies connected wi�h the Work.
b. Cost, including transportation and mainienance, of all materia�, supplies, eq�ipment,
rx�a�hinery, a�pliances, affice, and tem�arary fac�lities at ihe Site, and hand tools �:ot
ava�ed by the workers, which are consumed in the perfortnance of the Work, and cost, less
�x�axket value, of such items used but noi cons�uned which re�nain the property a�'
Canfractor.
c. Sales, consumer, use, and other sir�idar ia�es related ta the Work, and for r�hich
Contractor is liable not covered under Paragraph b.11, as imposed by Laws and
Regulaiions.
d. Depo,sits lost �or causes o�lier �lian n�g�gence af Cont�actor, any Subcontracior, or
anyone directly or indirectly employed by any of ihem or for whose acts any of them may
be lzable, and rayalry payments and fees for permits and licenses.
e. Losses and damages {and related expenses) caused by darnage to the Work, not
compensated by insurance or otherwise, sustained by Contractox � connection with the
performance of the Wark, provided such Iosses and dannages �ave xesulted from causes
oth�r t1�an the negligence of Contracior, any �ubcontractor, or anyone diz�ect�y a� ind�ectly
employed by any of ihem or for whose acts any of thex�rx naay be ]iable. Such Iasses shall
include settlemeni� made with ihe written consent and appxoval o� City. No such losses,
damages, and expenses shall be included in the Cost of the Wark far the purpose of
determining Contractor's fee.
£ The cost of utilities, fiaeI, az�d sanitary facilities atfhe Si�e.
g. Mi�nor eXpenses such as telegrarns, long distance ielephone cal�s, ielephone and
carnmunication s�rvices at the �i�e, ex�press and courier services, and similar petty cask�
items in connection �vith the Work.
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h. The costs of premiums for all bonds and insurance Contractor is required by the Contract
Doc�ments to puxchase and maintain.
B. Costs Excduded: The term Cost of the Wark sha.i� not include any of the following rtems:
1. Payrall costs and other compensation of Contractor's officers, executives, principals (of
partnerships and sole proprietorships), general �nanagers, safety managers, engineers,
architects, estimators, attorneys, auditors, accountants, purchasing and cantracting agent�,
e�editers, timekeepers, cIerks, and other personnel employed by Coniractor, whether ai ihe
Site or in Contractor's principal or branch office for general ac3�n�istration of the Work and
not specifically included in the agreed upon schedule of job clas�ifications referred to in
Paragraph 11.O1.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are io be
considered administrative costs covered by ihe Contractor's fee.
2. E�penses of Coniractar's principal and branch offices o�tier fhan Contractor's office at the
Site.
3. Any part of Contractor's capitaI expenses, incIuding interest on Contracior's capital
employed for the Work and charges against Contractor for delinqueni payments.
4. Costs due to ihe negligence of Contractor, any Subcontractor, or anyane directly or ixidtrectly
employed by any of them or for whose acts any of them may be liable, includ'vng but not
litnited to, the correction of defective Woxk, di�pasal o� �atexial� ax equipment wz�o�gly
supplied, and making good any damage to property.
5. Other overhead or g�neral expense costs of any kind.
C. Cont�acto�'s Fee: When all t�e Work is performed on �he basis af cost-plus, Contractor's fee
shall be determined as set forth in the Agreement. When ihe value of any Work covered by a
Change Order for an adjustmeni in Coniract Price is determined on the basi� of Cost of the
Work, Coniractor's fee sha�l be determined as set forth in Paragraph 12.OI.C.
D. Documeniation: Whenever the Cost of the Wark for any purpose is to be deterinitied pursuant to
Paragraphs 11.O1.A and 11.O1,B, Canfractar wili establish and maintair� recards thereof in
accordance with generally accepted accaunting practices and submit ir� a form acceptable to City
an itemized co,si breakdowz�. iagether with supporting data.
11.02 Allowances
A. SpecifiedAllowcrnce: It is understood that Coniractor has inciuded in the Contxact Price all
allowances so named in the Contract Doc�ments and shall cause the Work so cavered to be
performed for such sums and by such per�ons or entities as may be acceptable to Cxky.
B. Pre-bid.�llo�vances:
�. Contractor agrees that:
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a. th� pre-bid allowances include the cost ta Cantractor of materials and equipment required
by �he allowances to be delivered at the Sxte, and all applicable taxes; ar�d
b. Contractax's costs for unloading and handling on the Site, labox, installatian, o�verhead,
profit, and other e�enses conternplated for #�ie pre�bid allawax�ces have been included in
ihe allowances, and no dernand for additional payxnent on account of any of the
foxegoing will be �alid.
C. ContingencyAllowance: Contractor agrees ihat a contingency allowance, if any, is for the sole use
o� City.
D. Prior io final payxx�ent, an apprapriate Change Order vaill Ue i�sued to �eflect ac�ual amounts due
Contractor on accouz�t o� Wark covered by allowances, and the Co�ntract Price shall be
correspondingly adjusted.
11.03 UraitPrice Work
A. VJhere the Contraci Documents pravide that aIl flr part o� the Work is to be Unit Price Work,
initially the Coniract Price will be deezz�ed to include for all Unit Price Work an amouzat equal to
th� sum of the un� price for eachseparately identified item of Unii Price Work iimes the estinr�aied
qua.n�ity of each �em as indicated in the Agreement.
B. The estimated qua�ttities of iterns of Unit Price Wor% are not guaranteed and are sol�ly for the
purpose of connparisan of Bids and �etermir�ino an uu�ia� Con�iract Price. Deterrninations of the
acival quantities and classificatior�s of Unii Price Work per�ormed by Contractor will be rnade by
City subject to the provisions of Paragraph 9.05.
C. Each unit price �vi11 be deemed io include an axzaount cansidered by Contractor to be adequaie to
co�er Contractor's overhead and profii for each separately identified itetn. Work described in the
Contract Docu�nents, or reasonably inferxed as required for a functionally complete insta�ation,
but nat identified in the listing of urut price items shall 1�e considered. incidenial to uni� price work
Iisted and the cost of incidental work included as part of the unit price.
D. City may make an adjustnnent in the Contract Price in accordance with Paxagraph 12.Q1 if:
1. the quantity of any it�m of Unit Price Wark performed by Contractor diff�rs rnaterially and
sigrufica�tly frarn the estimated quantity of such iterr� indicaied in the Agreement; and
2. ther� is no corresponding adjustment witk� respect to any other itern of Work.
E. Incr�eased or Decre�sed Quantities: The Crty reserves �he right io ordex E�ra Work in
accordance wrthParagraph 10.p1.
1. If the changes in quantities or the alterations do not signifcantly cl�ange the character of
work uzader the Contract Docurnents, the altered work will be paid for at the Contract unit
pxice.
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GEEVERAL CONDITION S
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2. If the changes az� quantities ar alierations significantly change �the character of work, the
Contract will be amended by a Change Ord�r.
3. If na unit prices exist, t1�is will be considered Extra Work and the Contract will be azne�ded
by a Change Order in accordance wiih ArticIe 12.
4. A sign�ficani change in the character of work occurs w�ien.:
a. the character o�wor� fox any Item as altered d�ffers mat�rially in kind or nature from that
in the Contract or
b. a Major Item of work varies by more t�ian 25% from the orig�inal Canlract quantity.
5. When the quantity of woxk to be done under any Major Item of fhe Contract is mare than
125% of the original q�aantary staied in the Contract, then e�Yier party to the Contract may
request an ac�justmeni io the uzzit pxzce on the partian of the work that is above 125%.
b. When the quantity of work to be done under any Major Iiem of the Contract is less than 75%
o�F tl�e original quantity stated in the Contract, then either pariy to the Contract rnay request
an adjustment to the unit price.
11.04 Plans Quantrty Measurement
A. Plans quantiiies may or rz�zay not represent�he e�cf quantity of work perfonned or material moved,
handled, or placed duritag the execu�ion of the Contract. The estimated bid quantities are
designated as f�aI payznent quantities, un�ess r�vised by the governing Section or this Ar-ticle.
B. ��the quantity measured as outlined under "Price and Payment Proced�ares" varies by xnore than
25% (or as stipulated under "Price and Payment Procedures" for specifzc �iems) fram the total
estima.ted qtrantity for an individual 7tem originally shown in the Con�ract Documents, an
adjustmer�t may be made to the quantiiy of authorized work done for payment purposes. The party
to the Co��ract requesting ihe adjUstment will provide feld xxaeasu.rements and calculations
showi�g the final quantity for which payment will be made. Payxnent fox xevised quantity will be
made at the unit price bid for thai Item, except as provided for in Article 1Q.
C. When quantities are revised by a change in design approved by the City, by Change Order, or to
correctan errar, or to correctan.e�ror on the pla.ns, the pl�ns quant�ty will be increasedar decreased
by the amount involved in the c�ange, and #he 25% variance will apply to the new plans qvantity.
D. I� the tofal Cantract quantity multiplied iay the tuut price bid for an individual Itexz� is less than
$250 and the Item is not origmally a plans quaniity Item, then the Item zx�ay be paid as a plans
quantrty Item �'the City and Contractor agree in writing to fix the final quan�iy as a plans quantity.
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E. For callout work or non-site specific Contracts, �lie plans q�aantity mea�uremer�t requirements are
not applicable.
ARTICLE 12 — CHAl'�GE OF CONTRACT PRICE; CHANGE OF CON'1'I2ACT TIME
12.01 Change ofCoratractP�ice
A. The Contract Price may or�1y be changed by a Change Order.
B. The vaIue of any Work covered by a Change Order wil� be deiermined as �o�ows:
1. w�ere the Work �volved is covered by unit pric�s contained in the Cont�act Docutnents, by
application o� such unit prices to the quantities af the it�rns in�ol�ed (subject to the provisions
of Paragraph 1 �.03); or
2. wher� the Work ir�volved i� not covered by unit prices contained ui the Coniraci Documents,
by a mut�rally agreed lump sum ar unit price (which may include an allowance for overhead
and profit not necessarily in accordance wi�h Paragraph 12.�1.C.2), and shaIl include the cost
of an� seconc�ary irnpacts that are foreseeable at the time of pricing the cost o�' Extra Work;
or
3. where the Wark i�zxvolved is not covered by uni� prices contained in tl�e Contract Documents
and agreement to a luxxap suxza ox unit price is not reachedunder Paragraph 12.OI.B.2, on the
basis of the Cost of the Work {dete�nrzined a� provided in Paragraph ll.d1) �lus a Contractor's
fee for overhead and praf� {deternvned as pravided in Paragraph 12.01. C).
C. Contractor's Fee: The Canl�actor's additional fee for o�erhead and profit shall be deterinined as
follows:
1. a mutually acceptable fixed fee; or
2. if a fixed fee i� not agreed upon, then a fee based on the following percenta.ges of the various
portions of the Cost of the Work:
a. for costs incurred under Paragraphs 11.O1.A.1, 11.01.A.2. and 11.OI.A3, the
Contractar's additional fee s�all be 15 percent except for:
1) rental fees far Contractor's own equi�ment using standard rental rates;
2} bonds and aa�surance;
b. for casts incurred under Paragraph � 1.O1.A.4 and ll.O1.A.5, the Contractor's fee shall be
five percent (5%);
1} where one or more tiers of subcontracts are on ihe basis of Cost of the Work plus a
fee and no f�ed fee is agreed upon, the izitent of Paxagrapk�s 12.O1.C.2.a and
12.O1.C.2.b i� that the Subcon�racior wha actually perfo�s the Work, at whatever
CTI'YOF FORT WORTH
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GENERAL COND ITION S
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tier, wilI be paid a fee af 15 percent d� tha costs incurred �ay such Subconiractor under
Paragraphs 11.01.A.1 and 11.O1.A.2 and that any higher tier Subconiractor and
Contractor will each be paid a fee of fi�ve percent (5%} of the amount paid to the next
lower tier Subcont�actor, however in no case shall the cumulative total of fees paid be
in excess of 25%;
c. na fee shall be �aya}�Ie on the basis of costs itemized under Paragraphs 11.O1.A.6, and
I I.O1.B;
d. the a�nnount af credit to be allawed by Contractor to City for any cl�ange which resu�ts in
a net decrease in cost will be the amount of the actual net decrease in eost plus a deduction
iz� Conlxactox's fee by an amounf eq�ral to five perc�nt (5%) of such net decre�.se.
I2.02 Change ofContractTime
A. The Contract Time xnay only be changec�. by a Ck�ange Order.
B. No eXter�ion o�the ContractTime wi11 be allowed for E�ra Work or for claimed delay unless the
E�tara Wark contemplated or claimed delay is shown to be on the critical paih of ihe Project
Schedule or Contractor can show by Crr�ical Path Method analysis how the Extra Work or claimed
delay adversely affects the critical path.
12.03 Delays
A. Where Contractor is reasonably del,a.yed in �lie performance or completion of any part of the
Work within the Coniract Time due to delay beyond the contral of Contractor, the Contract Time
may be extended iu� an azxaount equa.l to the time last due to such d�lay if� a Contract Claim is made
tYierefor. Delays beyond �e control af Contractor shall include, but not be �imitea to, acts or
negleci by City, acts or negIect af �tility owners or o�lier contractors perforining other wark as
contemplated by Axticle 7, f�es, floods, epidemics, abnormal �weather conditions, or acts of God.
Such an adjust�ent sk�alt be Contractor's sole and exclusive remed� for the delays described in
this �' aragraph.
B. If Contractor is delayed, City shall not be liab�e io Coniractor for any ciauns, costs, losses, or
damages (including but not linuted to aIl fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbi�ration or other disp�te resolution cost,s} sustained by
Contractor on or in connection with any otlier project or anticipated project.
C. Contractor shall not be entitled to an adjusxnnent ir� Con�racf Price or Cantract Tim� for delays
withui the control of Con�racior. Delays attr��ztable ta and wit.�in the control of a�ubcontractor
or Supplier shall be deenned io be delays within the control of Contractor.
D. The Contractar shall receive no compensation for delays or hindrances to the Work, excepi when
direct and unavoidable e�ra cost to ihe Contractor is caused by ihe failure of the City to provide
informafion or material, if any, which is to be fiu�ushed by the Ciiy.
C1TY OF FORT WORTH
STANDARDCONSTRUCTEON SP&C1FlCATION DOCLIIV�N'i'S
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ARTICLE 13 — TESTS AND IN�PECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.01 Notice ofDefects
Notice �f all d�fective Work of which City has actual knowledge will be given ta Contractor.
Defectiv� Work rnay be rejected, corrected, or accepted as provided in this Article 13.
13.02 Access to Work
Czty, independent tesfing laboratori�s, and go�vernmental agencies with juriscl�ctional inierests wil�
have access to tha Si�e and the Work at reasonable times for their observation, inspection, and �esting.
Contractor shall pro�vide them proper and safe conditions for such access and advise them of
Contractor's safety procedur�s and programs so that they may comply therewi�h as applicable.
13.03 Tests and Inspections
A. Contractor shaIl give City tinaely z�otxce of readiness of the Work far a�l required inspections,
tests, or approval� and shall cooperate with inspectian and testing personnel to facilitate r�quu�ed
inspections or test�.
B. If Contract Docu�nents, Laws or Regulations of any public body having jurisdiction require any
of the Work {or part thereof} to be inspected, tested, or approved, Contractor shall assume full
resp�nsibility for arranging and obtaining such independent inspectio�s, iesis, retests or approvals,
pay a11 costs in connection therewith, and fuini�h Ciry the required certificates af inspection ox
approval; exce�ting, however, those fees specifcally identified in the Supplementaxy Coraditians
or any Texas Department of Licensure and Regulation (TDLR) inspeciions, which shali be paid as
described in tl�e Supplernentary Conditxons.
C. Contractor shall be responsible for arranging and ohiau�ing and sl�all pay all cosis in connec�ion
with any inspections, iests, re-tests, or approvals required for City's acceptance of materials or
equipment to be incorporated iz� the Wox�; or acceptance o�maier�ls, m� des�gns, or equ'rprr�ent
subinitted for approval prior to Can�ractor's purcl�ase �li�reof for incorpora�ion in the Work.
Such i�pectians, tests, xe-test�, ox approvals shall be performed by arganizations aeceptable to
City.
D. City may arrange for the services o� an i�dependent testing laboratory ("Testing Lab"} to
perfarm any insp�c�ions or tests ("Testing") for any pari of the Work, as determined solely by
Crty.
1. City will coordinate such Testing to the extent possble, with Cont�actox;
2. Should any Testiu�g ux�dex this Section 13.03 D result in a"faiP', "did not pass" or other
similar negati�e result, the Coz�tracio� shall be responsible far paying for any and a11 retests.
Contractox's cancellation without cause of Ciry initiated T�s�ing sl�all be deemed a negative
result and requiz�e a retest.
ciT �r o� xoxr woxTx
S'Tl�NDARDCONS'FRUCTIOTI SPECiFICATION DpCUMENTS
Revision: Ma€dt 9, 2020
007200-i
GEN�RALCON�ITION S
Page 49 of 63
3. Any amounis owed for any retesi under this Seciion 13.03 D shaIl be paid d�rectIy to the
Testing Lab by Con�ractox. City wiU �oxward a�l invoices fox xefiests to Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue Final Paymen� until the Test�ng
Lab is paid.
E. If any Work {or the work of others} that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by Ciiy, uncover
such Work for observaiion.
F. Uncovexing Work as provided in Paragraph 13.Q3.E shall be at Contractor's e�ense.
G. Contractor sl�all I�ave the right to make a Cantract Claim regarding any retest or invoice issued
under Section 13.03 D.
13.04 Uncovering Wo�k
A. If any Work �s covered canlrary to the Contract Documents or specific inst�uctions by the Ciry, it
must, i� xequested by Ciiy, be �ancovered for City's observation and replaced at Contractor's
expense.
B. I� C�y considers it necessary or advisab�e thai covered Work be abserved by City or inspecied or
tested by o�Iiers, Contractor, at City's request, shall uncover, eXpose, or otherwise make available
for observat�on, inspection, or testing as City may require, that �ortion of the Work in question,
fur�isl�ing all necessary labor, maierial, and equipment.
1. 7f it is found that the uncovered Work i� defective, Contractox shal� pay all clau�, costs,
Iosses, and damages (i�cludizag but not limited to ail �ees and cl�arges af engineers, architects,
attorneys, and other professzoz�als azad a�l court ox oi�ex dispute xesalution casts) arising out of
or relating to such ur�coveriu�g, expos�re, abse�rva�an, inspection, and tes�ing, and of
saiisfactozy repJacement or reconstructian (includ'mg but not limited to all costs of repair or
replacement oi woxk o� athers); or City shall be entitled to accept defective Wark in accordance
wit� Paxagraph 13.p$ � which case Contractor shall still be responsible for all costs associated
wzth exposing, observing, and testing the defective Work.
2. If the �zncov�red Work is not found to be defective, Contractor shall be allowed an increase
in the Contract Price or an e�tension of the Contract Time, or both, directIy attributable to s�ch
uncavering, expo�ure, observaiion, inspeciion, testmg, replacement, and reconstruction.
�3.05 City May Stop the YYork
If the Woxk is defec�ive, or Cantractar fai� to supply suf�ficient skilled vvorkers or suitable materials
or equ�ipz�ner�t, or fails ta perform the Work in such a vva�r thati the completed Work will conform to
the Contract Documents, City m�.y order Contractor to stop the Work, or any portion thereof, �nt�I the
cause for such order �as been eliiriiiiated; however, this right of Ciry to stop the Work shalI not give
x�se to any duty on the part of City to exercise this right for the benefit of Contractor, any
CITY OF FORT WORTH
STANDARDCONSTRUCT]ON SPLCIFICATION DOCiJMEhi'I'S
Revision: Macdi 9, 2.OZ0
007200-I
GENERAL CONDITION 5
Page 50 of 63
Subcon�ractor, any Supplier, any ofiher ivadividual ar entity, or any sur�ty for, or employee ar agent of
any of them.
13.06 Ca�reciion arRemoval ofDefective Work
A. Promptly after receipi of written notice, Cox�txactox shall correct all defective Work pursuant to
an acceptable schedule, whether or nat fabricatec�, installed, or completed, or, rf �the Work has been
rejected by City, xe�x�o�e at from the Project and r�p�ce it rnJith Wor�C that is not defeciive.
Cor�tractor shall pay a�l claiux�, costs, additional testing, losses, and damages (including but not
Ii�niied to all fees and charges af engineers, architects, attorneys, and other professionals and all
court or arbitratzoza or other dispute resolution costs) arising out of or relating to such correciion
or removal (includiung bu� not limited to a�l cos�s of repair ar replacement of work of others).
Failure to require the xexz�oval o�any defective Work sha11 not constitute acceptance ofsuch Work.
B. When correcting defecti�e Work �ander ihe terms of this Paragraph 13.Ob or Paragxapk� 13.07,
Cantracfor shall take no action that would void or otherwi�e impair City's special warranty and
guarantee, if any, on said Work.
13.07 Cnrrection Period
A. rf witlun two (2) yeaxs after the date af F�al Acceptance (or such longer period of time as may be
prescribed by the tem�s of any appficable special guarantee required by the Contract Documents},
any Wor� is found to be defectiv�, ar if the repair of any clamages io the ]and or areas made
available �or Cantractor's use by City or permitted by Laws and Regulations as contemplated 'zn
Paxagraph 6.10.A is found to be defective, Contracior shall promptly, withoui cost to City an.d 'zn
accordance with Crty's writt�n ins�tructions:
1. repair such defecti�e land or areas; or
2. correct such defective Work; ox
3. i� the defective Work has b�en rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to o�hex Work, fo �lie wark
o� others or other land or areas resulting therefrom.
B. If Contracior does not promptly comply with the terms af City's wr�tten instructions, or in an
emergency where delay would cause serious ri�k of lass or ctamage, Ciry rnay have tne defective
Work correcied or repaired ox xx�ay ha�e the rejected Work remov�d and replaced. AlI claims,
costs, losses, and daz�nages {incluciing but not limited to alI fees and charges of engineers,
archi�ects, attarneys, and ofiher professionals and all court ar other disputie resolution costs) arising
out of or relating to such cozxecfiioz� ox repair or such removal and replacement (including but not
luruted to aIl costs o� xepair or replacement of work o� o�hers) will be paid by Contractor.
CITY OF FORT WOitTH
STl1N�ARDCON$TRUCTION SP�.CIFICATION DOCi.TMEI�'TS
Rev ision: Ivla�di 9, 202fl
007200-1
GENERAL G4i�QITION S
Page 51 of 63
C. In special circumstances where a particular item of eq�pment is placed in con�iz�uous sexvice
before FinaT Acceptance of a11 ihe Wor�, ihe correction period for that item may staz-t to xun from
an earlier date if so provided in the Contract Documents.
D. Where defective Work (and damage ta other Work resuttirlg therefrom} has been corrected or
removed and repIaced under �i,s Paxagraph 13.07, the carrection period hereunder r�vith respect
to such Work may be xequired to be e�iended �ar an additional period of one year after the end of
the initial coxxectzon perioc�.. City shall provide 30 days written notice to Contractor shouId such
additio�nal warraniy coverage be required. Contractor may dispute this requirement by filing a
Contract CIaim, pursuant ta Paragraph lO.Ob.
E. Cor�tractor's ob�igarians under this Paragraph 13.0'1 are in addition to any other obliga�zon ox
wa�raniy. The provisions of this Paragraph 13.07 shall not be construed as a su�stitute for, ar a
vvaiver of, the �rovisions of any applicable statute of Iimitation or repose.
13.0$ Acceptance ofDefective Work
I�, instead of requiring correction or removal and replacemeni of defective Work, Ciry prefers to
accept it, City may do so. Contractor shaIi pay all claims, cosis, losses, and damages (including but
not �imited ta all fees and charges of engineers, architects, attorneys, and other professionals and all
co�art ox other dispute resolution costs) attributable to City's evahaation of and deter�nin�iion to accept
such defective Wark and for the diminished value of ihe Work to the extent not otherwise paid by
Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Oxder will be issued.
incorporat.'rng the necessary revisiorLs in the Contract Docu�nents wi�h respect to fihe Wor�, az�d Ci�y
shall be enti�led to an appropriate decrease in the Contract Price, reflecting the d.nczaix�ished value o£
Wark so accepted.
13.09 City May CoYrectDefective Work
A. If Contracior fails witnui a reasonable time after written notice from City to correct defeetive
Work, ar to remove and replace rejected Work as required by Ciiy in accordance with Paragraph
l 3.06.A, or if Contracfor fails to perforrn the Work in accordance with the Contract Documents,
ox if Contractor fails to comply wi�h any other provision of the Contract Documents, Ciiy may,
after seven {'� days vvritten notice io Contractor, correct, or remedy any such deficiency.
B. In exercising the rig�ts and remedies undex this Paxagraph 13.09, City shall proceed
e�editiously. In connection with such corxective or remedial actioY, City rnay e�clude Contractor
from all or part of ihe Si�e, take possession of all ar part of the Work and su�pend Cantractor's
services relaied thereto, and incorporate izx xhe Work a�l materia�s and equipment icicorporated in
the Worl� siored ai ihe Site or for wh�ich City has paid Contractor but wh�ch are stored eL�ewhere.
Coniracior shali allow City, City's representatives, agents, consuiYants, employees, and City's
other contractors, access to fihe Srte to ena.ble City fo exercise the rights and remedies u�der tl�is
Paragraph.
C. Al� cJaIIns, costs, losses, and damages (including bui not linuied to all fees and charges of
engineers, architects, attorneys, and other professionals and a�i court or other dispute resoluiion
CIT Y OP FORT VVORTH
STl�,NDARDCONSTRUCT]ON SPECIFICATION T70Ci.TMENTS
Revi sion: Ma� 9, 2020
oa�aoa-�
GENERALCONDITION S
Page 52 of 63
costs) incurred or susta.ined by City in exercising the righis and remedies uncler il�s Paragraph
13.09 will be charged against Contractor, and a Change Order wili be z�sued incorporating �lie
necessazy revisions in th� ConYract Documenis with respect to the Work; and City sha1l be entitle d
to an appropriaie decrease in the Contract Price.
D. Contractor shall not be allowed an extex�sion flf the Contract Time because of any delay n� the
performance of the Work attarxbutable to the ex�rcrse of City's rights and remedies under this
Paragraph �3.04.
ARTICLE �4 — PAYMEN'� T4 C4NTRACTOR AND COMPLETION
14.�1 Schedule of Values
The Schedule of Values for lump stiuxa contracts established as provided in Paragraph2.07 will serve
as the basis for progress paymenis and will be incorparated ir�to a for�n of Application for Paymex�
acceptable io City. Progress pay�x�ents on account of Unit Price Work will be based on the nLunber of
units campleied.
14.42 PYogress Payments
A. Applicatians for Payments:
1. Con�ractor is respox�sibie for prov�dirig all inforn�ation as rec�uired io become a vendor of the
City.
2. At Ieast 20 ctays before the date establishec� in the Generai Requ�ements for each progr�ss
payment, Contractor shall submi� to City for re�iew an Application for Payrnent filled out and
signed by Con�ractor covering the Work completed as af �iae date of ihe Application and
accampanicd by such �upporting documentation as i� xequixed by the Contract Documents.
3. If payment is requested on the basis of xnaierials and equipment not incorporated in ihe Work
but delivered and suifably stoxed at the Srte or at another location agreed to in writing, the
Applicaiion for Paymeni sha� also be accompanied b� a bill of sale, invoice, or otlie�
doc�amen�ation waxxanting tha� City has receiv�d the materia Ls and equiprnent free and clear of
alI Lien� and evidence tkaat fihe materia.ls and eq�ipment are covered by appropriate insurance
or other arrangements to pxo�ect City's interesf therein, all of which rnust be �atisfactory to
City.
4. Begifazaing with the second App�ication for Payment, eachApplication shall �nclude az� affidavit
af Contractor stating that previous pragress payxnents received on account af the Work hav�
been applied on account to di�charge Contractor's le�itimate obligatians associated wi�h prior
App�caizons for Payment.
5. The amount of retainage with respect to pxog�ress payments will be as stipulated in the
Cont�act Documents.
CITY OF FaRT WORTH
STANDARbCONSTRUCTION SPECiFICAT]OTI DOCUMLN'i'S
Revision: Madi 4, a02fl
oo�aoo-i
GENERAL CON� ITION S
Page 53 of b3
B. Revievv ofApplications:
1. City wil1, after receipf of each Application for Payment, either indicaie in wri�ing a
recommenc�ation of payment or re�irn the A�plicaiion io Coniractor indicaiing reasons �ox
xe£using payrnent. In the Iatter case, Cont�actor may �nake the necessary correctio� and
resubmit the Appfication.
2. City's processing of any payment requested an a� Application for Paym�nt will be based on
City's observaiions of the executed Work, and on City's review of the Appl�cation �'or Payment
and the accompanying data and schedules, thaf to the best of City's kno�wledge:
a. the Wark has progress�d to the poin� indicated;
b. the quality of the Work is generalty in accordance wrth the Coniract Documents (subject
ta an evaluation af the Work as a functioning whole prior to ox upon Fnnai Acceptance, the
results of any subsequent tests caIled for in the Contract Docurnents, a fmal deternlination
of quantities and classifications for Wark performed un�der Paxagraph 9.05, and any other
q�aalifica�ions siated in the recommendaiion).
3. Processir�g any such payment will not thereby be d�emed to have represented thai:
a. u�spections made to check the q�a�ity ar the qUantity of the Work as it �.as been
performed have be�n ��haustive, extended to every aspect of �he Work in progress, or
involved deta�led inspections of the Work beyond the responsibilit�es specifcal�y assigned
ta City in the Contract Documents; or
b. there may not be other matters or �ssues betweenthe parti�s that might entitle Contractor
to be paid additionaliy by City or entitle City to withhold payment to Confractor, or
c. Contractor has camplied with Laws and Regulations applicable to Contractor's performance
of the Work.
4. City may refi�se to process the whole or any part of any payzx�en�t because of subsequentiy
di�covered evidence or the results of ��bsequent inspectaons or tests, and revise or revoke
any such payment �reviously made, to such extent as xxzay be necessary to protecf City from
loss beca7.rse:
a. the Wark is defective, or the cozx�pleted Wark has been damaged by the Contractor or %is
subcon�ractors, requi�ing correction or replac�ment;
b. discxepancies in quantities contained in previous applicatior�s for payment;
c. the Contract Price has been reduced by C�ange 4rders;
d. City has been required ta correct defective Work or complete Work in accordance with
Paragraph 13.09; or
CITY OF FORT WORTH
STANDARDCONSTRUCTION SPECIF[CATION DOCUMENTS
Revision: Mad� 9, 2{l�
ao�zoo-�
GENERAL CQN� IT10 N S
1'age 54 of 63
e. City has acival l�owledge of the accurr�nce of any of the evenis enumerated in
Paragraph 15.02.A.
C. Retainage.•
1. For contracts less than $400,000 at the t�ne af execu�ion, retainag� shall be ten percent
( Y �%).
2. Far contrac�s great�r than $400,oaa at the titne of execution, re�ainage shall be five pexcent
(5%).
D. Liquidated Damages. For each calendar day that azay woxk shall remain uncompleted after the
time specified in �he Contract Docuzx�.e�is, tl�e sum per day specified in fhe Agreement, wiil be
deducted from the monies due the Contractor, no� as a penalty, but as liquidated damages suffered
by the City.
E. Payrnent.• Contractor will be pa�d p�suanf to the requirements of this Article �4 and payment
will become due in accordance with the Contract Documents.
F. Reduction in Payment.'
1. Ciiy may refuse to mal�e pay�zaenfi of the amaunt requested because:
a. Liens have been filed in connection with the Work, except where Contractor has
delivered a specific bond satisfactory to City to secure the satisfaction and discharge of
such Lieris,
b. there are other items entitling City to a set-off against the arr�ount xeco�ended; ar
c. City has actuai knowledge of �e occurrence of any of the events enutnerated in
Paragraphs 14A2.B.4.a ihraugh 1�.02.B.4.e ox Paragraph 15.02.A.
2. If CiEy refuses to make payment of the amount requested, City wi� give Contractor written
notice stafing the rea�ons for such action and pay Con�ractor any amount remaining after
deduction �f �the amounf so �vithheld. City shall pay Con�ractor the amount so withheld, or any
adjuslment tl�ereto agreed to by City and Contractor, when Contracior re�nedies the reasons
far such ac�ian,
14.03 Contr�acto�'s Wcar�anty of Title
Contractor warrants and guarantees ihat title fo all W�rk, rnaterials, and �quipment covered by any
Application for Payxz�ent, wheiher mcorporated in the Project or not, vvrll pass to City no later than t1�e
time of payment free and clear af all Liens.
CITY OF FORT WORTH
STANDARDCONSTRUCTION SPEC[FICAT[ON DOCUMENTS
Revision; Maeh 9, 2020
OD72D0-1
GENERALCON�ITION S
Page 55 of 63
14.04 Pa�tial Utilization
A. Prior to Final Acceptance o� aJ� the Work, City may use or occupy any substantially comp�eted
part of the Woxk which has specifically been identified r� the Contr�ct Documents, or which City,
deterxnines constitutes a separately functioning and usable part o� the Wark that can be used
by City for its i�rztended pwpose withaut s�gnificanf interferenc� r�i�h Contractor's perforrnance of
the remainder af the Wark. City at any time may �otify Contractor in writing to permit City to use
ox occupy any such part of the Work which City determines to be ready for its intended �ase, suUject
to fhe followrng conclitions:
1. Contractor ai any iime may notify City in writing that Contxactor co�siders any such part of
the Work ready for its intended use.
2. Withul a reasonable ti�n.e after notifzca�ian as enumerated ir� Paragraph 14.05.A.1, City and
Contractar sk�al� make an inspection of that part of the Work to deterrnine its statzas of
completion. If City does not consider that part of the Work to be substantially complete, City
wiJl notify Confractor in writing giving fhe reasons therefor.
3. PartialUtili�ation will not canstitute Final Acceptance by City.
14.05 Finallnspection
A. Upon w�ritien notice from Cantractor that the en��re Work is complete m accordance wi�h the
Contract Documents:
l. within 10 days, City wiIl schedule a Final Inspection with Contractor.
2. City wiil notify Contractor in writing of ali particu.lar,s iva which thi� inspectian reveals that
the Work is incomplete or defective. Contractox shall immediately take such m�asures as are
necessa�y to compleie such Work or rexnedy such deficiencies.
B. No fime charge will be made against the Contractor beiween said daie of notification of �he City
and the date of Final Inspection. Should the City determu�e that ihe Work i� not ready for Final
Inspectior�, City will notify fhe Cantractar rn wri�ir�g of the reasons and Coniract Time will resume.
14.06 Final Acceptance
Upon completion by Contractor to City's satisfaction, of any additional Work identifred in the Final
Inspection, City wi� i�sue to Contractor a letter of Final Acceptance.
CIT Y OF FORT WORTH
STANDARDCONSTRUCTION SPECIFTCATION DOCiJMENI'S
Revision: Marh 9, 20�0
007200-1
GENERALCDI�DITION S
Page 56 of 63
14.07 Final Payment
A. ApplicationfarPayment:
1. Upon Final Acceptance, and in the opinion of City, Confx-acior may make an application for
final paynae�t �ollawing th� procedure for progress payment� in accorclance with the
Cantxact Dacuments.
2. The final Applicaiion for Payfnent sk�all be accompanied {e�cept as previously delivered} by:
a. all dociunentation called for in the Contract Docutnent�, including but not ]irx�ted ta tl�e
e�idence of insurance required by Paragraph 5.03;
b. consent of the surety, if any, to final payment;
c. a Iist of all pending or released Damage Claims against City tl�at Contractor beIieves are
unsettled; and
d. affidavits of payxnents and complete and iegally effective releases or waivers
(satisfactory to City) o� all Lien rights arising out of or Liens f�led in connection wzth the
Work.
B. PcaytnentBecor�aes Due:
1. After City's acceptance of the Application for Paymenf and accompanying documentation,
re�uested by Contractor, less pre�ious paym�nts rnade and any sum City is e�titled,
including but not limiied to liquidaied damages, will become due and payable.
2. Aftex a�l Damage Clauns have been resolved:
a, directly by the Contractor ar;
6. Contractor provides e�idence that �he Darna.ge Claim has been re�orted to Contractor's
insurance provider for resolution.
3. The mal�ig o� the final payment by the City �hall not relieve the Cazatractor of any
guarantees or othex requirements of the Contract Documen�ts which specifica�ly continue
thereafter.
14.08 Fincrl Completion Delayed ancl Partial Retainage Release
A. If final comp�eiion of the Work is significantly delayed, and if Ciiy so conf'�rrns, Ciiy may, upon
rece'rpt of Contractor's final Appl�caiion fox Payment, and without ter�ninating the Con�ract, rnake
payment of the balance due for tk�at porfion of the Work fuliy completed and accepted. If the
remaining balance to be held by City �or Wark nat fully completed or corrected is less than the
retainage sti�ulated in Paragraph 14.02.C, and if bonds I�ave �een fiirnished as required in
Paragraph 5.02, ihe written cox�sent of the sur�ty to the payment of ihe balance due for thai
C1TY DF FORT WORTH
STANl]ARDCONSTRUCTION SPECIFICATION DOCUMF;N'i'S
Revision: Mad� 9, 207A
oo�aoo-�
GENEFiAL CONdfTION S
Page 57 of 63
portion of the Work fully completed and accepted shaIl be submitted by Contractor to Ciiy with
t�e Ap�licaiion. %x �uch payment. Such payment shall be made under the tern�s and conc�itions
govez�n.uag fnai payment, except that it shall not cor�stitute a wa�rer of Contract Clairns.
B. Pa�tial Retainage Release. For a Contract tha# provides far a separate vegetative establishment
and rnaintenance, and test and performance periods following the completion of all other
construcrion ir� the Contract Docurnents for all Work locations, the City may release a portion of
th� amount retained provided that all other wark is completed as deterniined by �he City. Before
the release, all submittals and final quantities musi �e completed and accepted for a11 other work.
An amount sufficient to ensure Cont�act compliance will be retairied.
14.09 YYaiver af Claims
The acceptance of final paymenf �vill cons�it�te a release of the City from al� claims ar liabilit ie s
under the Con�ract for anyt�g done or furnished or relating io ihe work under the Coniract
Documents or an� act or neglect af City related to or connected wiih ihe Contract.
ARTICLE 1� — SUSPENSION OF WORK AND TERMIl�TAT'ION
15.01 City May Suspend Wo�k
A. At any time and wi�hout ca�se, City may suspend the Work or any portion ihereof by written
notice to Contractor and �vhich may fix the date on w�ch Work will be resutned. Contractor shall
resume t11e Work on the date so fn�ed. During te�nparary suspension of the Work covered by these
Contract Documents, far any reason, ihe Ciry will make no extra payment for stand-by time of
construction equipment and/or construciion crews.
B. Sho�ald the Contractor not be able to corz�plete a portion o� the Project due ta causes beyand the
control of and without the fault or negligence of the Confiaraciox, and shouId it be deterinined by
mutual consent of the Contz�actor and City that a soluiian to allow construction fo proce�d is not
available within a reasonable pexiod o� tin�e, Contractor may request an e�tensian in Cantract
Time, di.irec�ly attributable to any such suspensian.
C. If it should become n�cessary to suspend the Work for an indefuute perioc�, ihe Contractor shall
store all materials in such a manner that they will nat obstruct or impede the public unnecessarily
nox became damaged in any rn�ay, and he shaIl take every precaution to �revent damage or
deteriaration o� the �x+ork performed; he sha11 provide s�itable drainage about the work, and erect
temporary structures �vhere necessary.
D. Contractor may be reimbursed for the cost of zx�oving his equipment off the job and returning the
necessary equipment to the job when it is deterxnined by the Ciry �at construction may be
resumed. Such reimbursement shall be based on actual cost to the Cantractor of rnoving the
equipment and no profit wi� be allowed. Reinnbursemenf �.y not 1�e allowed if the equipment is
moved to another construction project fox the Czty.
CITY OF FORT WORTH
STANDAI2DCONSTRUCTIOM SPECIFICATION DOCUMENTS
Rev9sion: Ma�d� 9, 2020
OQ720D-1
G�N�RAL CON�ITION 5
Page 58 of 63
15.02 Cily May Terminate for Cause
A. The occurrence of any one or mo�e of the fol�owing event,� by way of ez�azx�ple, but not of limi�ation,
may justify iermination for cause:
1. Cox�tractor's persistent failure �o perfor�n the Work in accordance with the Coniract Documenis
(inchiding, but not limrt�d to, �ailure to supply sufficient �killed worker� or suiiable materials
or equipment, failure to adhere to the Projeci Schedule established under Paragraph 2.07 as
adjusted �ram time to time pursuant io Paragraph 6.04, or failure to adhere to the City's
BYrsiness Diversity Enterprise Ordinance #20020�12-2011e,stablished �der Paxagraph
6.06.D};
2. Conirac�or's disregard of Laws or Regulatiox�s of any public body having jurisdiction;
3. Contractox's xepeaied clisregard af the autharity of City; or
4. Contracfor's violation in any substantial way of any provisions of the Contract Dacumenis;
or
5. Contractor's failure io prompily make good a�y defect in ma.terial� or workmanship, or
defecis of any nature, the correction of wlai.ch has been directed � writiiig by the City; or
6. Substant�al indication �hat the Contractor has made an unauthorized assignrnent of the
Contxact or any fiinds due therefrom for the benef� of any ereditor or for any other purpose;
or
7. Substantial e�idence thai the Contractor has become insolvent or bankrupt, or othezwise
fir�ancially unable io carry on the Work satisfactorily; or
8. Contractor commences Iegal actio� in a court of campetent jurisdiction against the City.
B. ��one ox naore of t1�e events identified in Paragraph 15.02A. occur, City will provide written notice
to Cantractor and Surety to arrange a conference with Contractor and Sureiy to address
Coniractor's faiture to perforrn the Work. Conference shall be held not later �han 15 days, after
receipt of notiee.
1. If the City, t1�e Coniractor, and the Surety do not agree to allow the Contxactor to proceed ta
perform the construction Coniract, the City may, �o the e�ent perxnitted �ay Laws and
Reguiations, declare a Contractor default and formally terinuiate the Contractox's right to
camplete the Contraci. Contractor default shall not be declaxed earliex than 20 days afterthe
Contractor and �urety have received notice of conference to addxe�s Cox�trac�or's failiare to
perform the Work.
2. If Cont�actor's services are tenvinated, Surety shall be obligat�d to take over and perform the
Work. If Suxeiy does not commence performance thereof within 15 consecuti�ve calendar days
after date of an additzonal written nafice demancling Surety's perfor�nce of its
cz�rY aF �oRT woxTx
STANDAADCONSTRUCTION SPECIrICAT]ON DOCLJM�'N'i'S
Re`+ision: N1a�i 9, 2020
00 7a oo - �
GEiVERALCDNDITION S
Page 59 of 63
obligations, then City, without process or actio� at la.w, zx�ay take over any portion o� fhe
Work and complete it as described below.
a. I� Ciry campletes the Work, C'rty may exclude Contractor and Surety from the site and
ta�e possession of the Work, and all materiaL� and equipment incorporaied into the Work
�tored at the Si�e ar far which City has paid Contractor or Surety bui wl�ich are siored
e�sew�exe, and finish the Work as City may deem expedient.
3. Whether City or Surety completes the Work, Caniracior shall not be entitled to xeceive any
further payment unt.il the Work is finished. If the unpaid balance o� tk�e Cantract Price exceeds
aIl claims, costs, Iosses and damages sustain�ed by City ari�siung a�ai of ar result�ng from
completing the Work, such excess will be paid to Conixactox. I�such cla�ns, costs, losses and
damages exceedsuch unpaid balance, Contractox shaJ� pay the diifexence to Ciry. Such claims,
costs, Iosses and damages izacu.�xed by City will be �corporated 'm a Change Order, pro•vided
�hat when exercising any rights or remedzes iu�der this Paragraph, City shall not be r�qurr�d fo
obtain the lowest price �or the Wark performed.
�4. Neither City, nor any of its respective consultants, agents, officers, directars or employees
shall be in any way liable or accountable to Contractor or Surety for the method by which the
co�x�pletioz� o� the said. Wark, or any portion thereof, may be accomplished or for the price paid
�-�erefar.
City, notwithstanding the method used in compleiing the Contract, shall not �oz�£eit the xight
to recover damages from Coniractor ar Su�rety �Eox Con�ractox's �ailure to timely complete the
entire Contract. Coniractor shall not be entitled to any clai�x� o� account of the method used
by Ciiy in completing the Contraci.
6. Maintenan.ce a� the Wark shall continue to be Cantractor's an� Surety's responsbilrties as
provided for in ihe bond requirements of th� Cor�tract Documents or any special guarantees
prov�idecl. for under the Contract Documents or any other o�aliga�ions otherwise prescr�ed by
iaw.
C. Notwithstanding Paragraphs 15.02.B, Contracior's services will not be terminated if Contractar
begins within s�ven days of receipt of notice of intent to terminate to correct its failizre to perform
and proceeds diligently to cure such failure within no more than 30 days of xeceipt o� said notice.
D. Where Contractor's services have bee�z so texminated. by City, the termination will not affect any
righis or remedies of City against Contractor then e�sting or which may thereaf�er acc�ze. Any
retention or payment of xno�neys due Cantractor by City will not release Cont�actor fram liability.
E. If and fio the e�tent that Coniractor ha� provided a perforrnance bond under the provisions of
Paragxaph 5.02, the termination procedures of that bond shall not supersede the provisions of this
Artzc�e.
CITYOFFORT WORTS
STANI]A.RDCONSTRUCTION SPECIFiCATION DOC�TMEN'£S
Revision: Mad�9,2028
oo7zoa-�
G�IVERAL CONDITION S
Page 60 of 63
15.03 City May Te�mincate Far Convenience
A. City may, without cause and withoui prejudice to any other xight ar xezxaedy of City, tennula�e fhe
Contract. Any �e�•n�itiation sliall be effectedby rr�aiIix�g a x�aiice of the termination to th� Contractor
specifying the exten� to which performance of Work under the con�-act is tennivated, and the date
upon which such terrYuna.tion becomes effective. Receipt of �he notice sha11 be deemed
conclusively presumed and estabIished when the letter is placed in the Unitec) States Postal Service
Mail by the Ciry. Furthex, it shall be deemed conclusively presumed and established that such
terinuiation is zzaade with just caus� as therein stated; and no �roof in any claim, demand or suii
shall be required o� the City regarcling such cliscretionary action.
B. After receipt of a notice of termination, and except as otherwise directed by the Czty, the
Contxactor s�all:
1. Stop work under ihe Coniract on the date and to the extent specified � the nofice of fermination;
2. place no further oxdexs ox subcontracts for materials, ser�ices or facilitie� except as may be
necessary fox corzapletian of such partion o�the Work under the Contraci as is not terminaied;
3. terminate all ord�rs and �u�contract� to the extent thai they relaie to the perforrnance o� ihe
Work �erxninated by notice of termination;
4. transfer title to ihe City and deliver in the zx�ax�nex, at the fimes, and ta the extent, if any,
direcied by the City:
a. ihe fabricated or �abricated parts, Work in progress, completed Work, suppl�es and
ather maier�.l produced as a�art of, or acquired in connection with the performance of,
the Work term�ated by the natice o� the termination; and
b, the completed, or par�ia.]Iy cofnpleted plans, drawings, information and ofihex property
vvhich, if the Contract had been co�npleted, would have beex� xequired to be fiu7�ished to
the City.
5. complete perfornr�ance of such Work as sl�all not ha�re been terminated hy the notice of
terinination; and
6. take s�ch actian as rnay be necessary, or as the City may direct, for the protect�on and
presexvataox� of �he prnperty r�lat�d to it� contract which is in the possession of #�ie
Conlractar and in wh'rch the owner has or may acquire the rest.
C. At a time not later than 30 days after ihe termination date specifed in the notice of terrnination,
the Contractor may �ubmit to the City a list, certifed as to quantity and qua.�ity, af any or all rterr�
of termination inventory not previously disposed of, e�clusx�e o� xtems ihe dispasition of which
has been directed ar authorized by Ciry.
CITY OP FORT WORTH
STANI7ARDCONSTRUCTION SPEC[F[CAT10N DOCUivI�N'I'S
IZev ision: M�h 9, 2{I20
007200-1
GENERAL CON�ITION 5
Page 6I of63
D. Nat later than 15 days ihereafter, the City shall accept title to such rtezns pravided, that th� list
submitted sh�.l� be subject to verification by the City upon removal of the itezns or, if the items are
stored, within 45 days from the date of submissioan of the Iisfi, and any necessary adjustments to
correct the Iisi as submitted, shall be made prior to final settIezx�ent.
E. Not later than 60 days afte�r the natice of termrnation, the Contractor shall submii his termir�ation
claim to the City in the fo� and with the certifica�ion prescr�d by �he C�y. Unless an extension
is made in vvxzting wrth� such b0 ci�y p�riod by the Contractor, and granted by the City, any and
al� such claims shall be conclusively deemed waived.
F. In such case, Contractor shall be paid for {withoui duplication of any items):
1. completed and acceptable Work e�ecuted in accordance with the Can�ract Docurnents prior
to the effective clate of termination, �iz�cluding fair and reasanable surns for overhead and profit on
such Work;
2. e�penses sustained priar to the effective date of tertxiinaiion in performing services and
fiunishing labor, rnaterials, or equi�ment as required by the Contract Doc�ents in� coz�ectian
wikh uncampleted Work, plus fair and reasonable sums for overhead and profit oxz such expenses;
and
3. reasonable e�e�es directly attribufable to termination.
G. �n the event of the fai�u.re of the Contractor and City to agree upon the whole amouni io be paid
to ihe Contractor by reason o�the ternvnation of'the Work, the City shall deterfnme, on the basis
of inforzx�ation available ta it, the amount, if any, due to the Contractor by reasonof the termv-�ation
and shall pay io the Coniractor the amoutits determined. Contractor shall not be paid on account
of loss of anticipated pxafi�s ar revenue ar other economic loss arising out of or resulting from
,such ierm�ation.
ARTICLE ] 6 — DISPUTE RESOLUTION
16.01 Methods and Procedures
A. Either City or Cantractar may request mediation of any Coniract Claim submitted for a decision
under Paragraph 10.06 before such decision becomes fmal and binding. The request for mediation
shall be sub�tted to the other party to the Contract. Timely submission of tiie request shall stay
the effect of Paragraph 10.06.E.
B. C'rty and Contractor shall participate in ihe mediaiion process in good faith. The process shall �e
commenced wiihin 60 days of filing of �he request.
C. If the Contract Claixx� i� not resolved by mecliation, City's action under Paragraph 10.06.0 or a
denial pizrsuant to Paragraphs lO.Ob.C.3 or 10.06.D shall become final and binding 30 days after
tertx�iaiion of the meciiation unless, wifhin that tim� period, City or Contractor:
cITY a� FoxT woxrx
STAI�IDARDCONSTRilCT10M SPECIFICATION DOC�JMENTS
Revision: Madi 9, 20�0
007200-1
GENERAL CON�ITI�N S
Page 62 of 63
1. elects in writing to invoke any aihex dispute resolution process pror�ided for in the
Supplementa�ry Coz�claitions; or
2. agrees with th� o�her party to submit the Contract CIaim to another dispute resolution
praces�;or
3. gi�es written notice �o the other party of fihe intex�� to submit the Contract C1aim to a court of
competent j�risdiction.
ARTICLE 17 — MISCELLANEOUS
17.01 Giving Notice
A. 'Whenever any pravision of the Contract Documents requires the giving af vvritten notice, it will
be dee�ned to have been validiy given i.%
1. delivered 'zn person to the mdividual or fo a member of the f�rtn or to an off'icer of the
coxporatian for whom it is intended; or
2. d�livered at or sent by registered or certified mail, posiage prepaid, to the last business
address known io the giver of the notice.
B. Business address changes musf iae pramptly rnade in wrrting to the other parfy.
C. Whenever the Contract Docurnents specifies giv�ng notice by elecironic means such electronic
z�otzce shall be deemed sufficient upon confirmation of receipt by the receiving party.
17.02 Con�utation ofTimes
When any period of time is refexz�edta � the Contract Documents by days, � vvill be computed to
exclude ihe f�rst and include the last day of such period. I� the last day of any such period falIs on a
Saturday or Sunday or oxz a day mac�e a legal holiday the ne�t Working Day sha� becorne the last day
of the period.
17.03 Cumulative Remedies
The duties and obligations imposed by these General Conditzon�s and ihe xigk�ts and remedies ava�lable
hereunder to the parties hereto are in addition ta, a�d axe not to i�e construed in any way as a lirnitation
of, any rights and remedies available to any ar all of tk�ezx� which are otherwise impased or avai�bl�
�y Laws or Regulation�, by special warraniy or guarantee, ox by other pro�isions of the Contract
Documents. The provisions of this Paragraph wiIl �e a,� e�fec�.ve as �f repeated spec�fically in the
Coniract Documents in connection wiih each particulax dury, abligatian, right, and remedy ta r�l�ich
#hey apply.
CITY OF FORT WORTH
STANDARDCpMSTRUCT]ON SPECTfTCAT10N DOCiIMEP1'TS
Aevision: N1adi 9, 2(T20
oo�aoo-�
GEIVERALCON�ITION S
Page 63 of 63
17.04 Survival ofObligations
All representations, indernnifcations, warranties, and gua.rantees made in, req�red by, or given in
accordance with the Contract Documents, as we�l as all contin�aing obligations indicated in the
Contract Documents, wi�l survive fmal payment, compleiion, and acceptance of ihe Wark or
terminat'ron or complefion af the Contract or termitiation of the services of Contractor.
1`7.05 Headings
Artic�e ar�d paragraph headings are inserfed for convenience onl� and do not constitute parts of these
General Conditior�.
CITYOFFORT WOR"I`H
STANDARDCOMSTRUCTION SPEC[FICATION DOCL]M�N'I'S
Revision: Maeh9,2020
00 73 OD
SiJPPLEMENTARY CpNDITIQNS
Page 1 ofb
1 SECTION 00 '�3 Oa
2 SUPPLEMENTARY CONDITIONS
3 TO
4 GENERAL CONDITIONS
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Supplementary Condifians
These Supplementary Conditions modifj+ and supplezinent Section 00 72 DO - Gen�raI Canditions, and other
proviszons af the Contract Documents as indicate� below. AlI provisions of the General Condi�ions that are
modified or supplexnented remain in full farce and eifect as so modified or supplemented. All provisions
ofthe GeneraI Conditions wbich are not so modified ar supplemented remain in fulI force and effect.
Defined Terms
The terms used in these 5upplementary Go�ndz�ions which are defined in �he General Conditions have the
meaning assigned to them in the General Co�ditzons, un�ess specificaIly nated herein.
ModRfications and 5e�pplements
'I'he fo�lowing are instructions that modify or supplement specific paragraphs in the GeneraI Conditions and
othex Gontract Docnments.
SC-3.03B.2, "Resolving Discrepancies"
PIans govern over Speci�cations.
SC-4.OlA
Easement limits shown on the Drawing are approximate and were provided to estabIish a basis for bidding.
Upon receiving the imal easements descriptions, Coniractor shall compare them to the lines shown on the
Co�atract Drawings.
SC-�t.0� A.l., "Availability of Lands"
The following is a tist of known oufstanding r�ght-of-way, and/ar easements to be acquired, if any as of
JAN [7ARY 2021:
Outstanding Right-Of-Way, andlor Easements to Be Acquired
PARCEL OWNER
N [.]IVIBER
NONE
TARGET DATE
OF POSSESSION
The Contractar understands and agrees that the dates �isted abave are estimates only, are not guaranteed,
an� do not bind the City.
Jf Gontractor considers the final easernents provided to differ material�y from the representations on the
Contract Drawings, Contractor shall within five (5} Business Days and before proceeding with the Work,
�otify City in writing associated with t�e differing easernent line �ocations.
SC-4.01A.2, "Availabilily of Lands"
C1TY OF FORT WORTH W52 to W53 Pressura Plane Transfer
3TANDARD CONSTRUCTION SPECIFICATIOM DOCUMENTS . Ciiy Praject No. 01468
Revised March 9, 202Q
OQ 73 00
SUPPL�NI�NTARY CONDTTIONS
Page 2 oi6
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U�ilities or obstructions to be remoWed, adjnsted, and/or relacated
The following is list of utilities ancl/or obstructions that have not been removed, adjusted, andlor relocated
as of JAN [JARY 2021
EXPECTED UTiLTTY AND LOCATION
OWNER
TARGET DATE OF
ADJUSTMENT
NONE
6
7
8
9
IO
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IS
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The Contractor understands and agrees that the dafes listed above are estitnates onIy, are not guaranteed,
and do not bind the City.
SG4.02A., "Subsnrface and Phys'rcal Conditions"
The following are repor�s of e�plorations and tests of subsurface conditions at the site of the Work:
A Geotech�ical Engineering Study, Report Na. 143-19-330, dated June 26, 2019, prepared by CMJ
Engineering, Inc. a sub�consultant of Kimley-Horn and Associates, Inc,, a consultant of #he City, providing
additiona� ir��ormation on e�sting soils at the Site.
The following are drawings of physical conditions in or relating to existing surface and subsur�ace
structures {except Underground Facilities) whiclz are at or cor�tiguous to the site of the W or�C:
NONE
5C-9.06A., "Hazardous En�ironmental Conditians at Site"
The following are reports and drawings of existing hazardous environmentai conditions known to the City:
NONE
SC-5.03A., "Certificates of Insura�ce"
The entities ]isteci belaw are "additionai insureds as their interest may appear" including their respective
officers, dYrectors, agents and emplayees.
(1} City
(2} Consultant: Kimley-Horn and Associates, Inc.
(3} Other: None
SC-5.04A., "Cantractor's Insurance"
The limits of liabiIity for the insurance required by Paragraph GG-5.04 shall provid� the %llowing
coverages for not less than the following amounts or greater where rec�uired by laws and regulatians:
5.04A. Workers' Compensation, under Paragraph GG5.04A.
Statutary limits
Ernployer's liabiIity
$100,000 each accident/occurrence
$100,000 Disease - each emplayee
$500,000 Disease - policy iimit
SC-�.04B., "Contracfor's Insurance"
CITY OF FORT WORTH
STANDARD CdNSTAUCTTOT� SP�CTPTCATION DOCUMENTS
Revised March 9, 2020
WS2 to WS3 Pressure Plane Transfer
Cety Praject No. OlRb8
DD 73 00
SUPPLEMENTARY CON]]ITIONS
Page 3 of 6
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5.O�tB�. Commercial General Liability, under Paragraph GC-5.048. Contractor's I,iability Insurance
under Paz'agraph GG5.04B., which shall be on a per project basis covering the Contractor vvith
minununa limits oF:
$1,OOQ,000 each occurrence
$2,000,000 aggt'egate limit
The poIicy must ha�e an endarsement (Amendment — Aggregafe Limits of Insurance) making the
General Aggregate Lim�ts apply separateiy to each job site.
The Cammercial General Liability Tnsurance policies shall provide "X", "C", and "LT" coverage's.
Verification of such coverage must be shown in the Remarks Article of the Certificate of Tnsurance.
SC 5.O�C., "Contractor's Insurance"
�.04C. Autonnobile Liability, �nder Paragraph GC-5.04C. Contractor's LiabiIity Tnsurance under
Paragraph GC-5.04C., which shall be in an amount not less than the following amounts:
(I} Automobile Liability - a commercial business poIicy shall provide coverage on "Any Auto",
deimed as autos owned, hired and non-ovvned.
$1,000,000 each accident on a cambined single limit basis. SpIit limits are acceptable if limits are at
leas�:
$2SO,aao Bodily Injury per person /
$500,400 Badily Injury per accident /
$100,Q00 Property Damage
SC-5.04D., "Confractor's Ynsurance"
The Contractor's consfi.�-uction actir�ities �will NOT require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks.
'I'he Gontractor shall conduct its operations on railroad properties in such a manner as noE to interfere with,
�ainder, or obstruct the railroad company in any rnanner whatsoever in the use or operation of its/their trains
or othez- properiy. Snch operations on railroad properties may require that Contractor to execute a"Right of
Entry Agreement" vvith the particular railroad company or companies involved, and to tla�is end the
Contractor should satisfy itself as to the requirements of each railroad company and be prepared ta ea�ecute
the right-of-entry (if any) required by a railroad company. The requirements specified herein likewise relate
to the Contractar's use of private and/or construction access roads crossing said railroad company's
properties.
The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shaIl provide
coverage for not less than the following amounfs, issued by companies satisfactory to the City and to ihe
Railroad Company for a term that cont�nues for so long as the Contractor's operations and work cross,
occupy, or touch railroad property:
(1) General Aggregate:
(2) Each Occurrence:
Required for this Contract
NONE
NONE
X Not reyuired for tlus Contract
With respect to the above outlined insurance requirements, the following shall govern:
CiTY OF FORT WORTH
STANBAIiI� GONSTRUGTIpN SPECIPICATION T]OCUMENTS
Revised March 9, 2020
WS2 to WS3 Pressure Plane Transfer
City Project t�Io. 01468
00 �3 oa
ST]PPLEMENTARY CONDITTONS
Page 4 of 6
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1. Where a single railroac� company is in�vol�ved, the Cont7-actar shal� provide one insurance policy in
the z�ame of the railroad company. However, if more than one grade separatian or at-grade
crossing is affected by the Project at entirely separate locations an the Iine or Iines of the sanne
raz�road company, separate coverage may be required, each in the amaunt stated above.
2. Where more than one railroad company is operating on the same right-of-way or where se�eral
railraad com}�anies are in�olved and operated on their own separate rights-of-way, the Contractor
may ba required to provide separate insurance policies in the name of each railroad connpany.
If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a
railroad company's right-of way at a location entirely separate from thc grade separation or at-
grade crossing, insurance co�verage far this work must be included in the policy cavering tha grade
separatian.
4. if no grade separat�on is involved but othei• wark is proposed on a railraad compaary's z-ight-of
way, a11 such other work may be covered in a single policy for that railroad, even though the work
may be at two or more separate loeations.
No work or acti�ities on a railroad company's property to be performed by the Contractor shail be
commenced �antil t�e Gon#ractar has furnished the City with an original policy or policies of the insurance
£ar each railroad company named, as required above. All s�zch insurance must be appro�ed by the City and
eact� afFec�ed Railroad Company prior to fhe Contractar's beginning work.
The insurance specified above must be carried until all Wark ta be perfarmed on the railroad right-of way
k�as been completed and the grade crossing, if any, is no Ionger used by ihe Contractor. In addition,
insu�rance must be carried during alI mainfenance andlor repair work performed in the railroad right-of-way.
Such insuranc� must name the railroad company as the insured, together with any tenant or lessee af the
railxaad company operating over tracks in�valveci in the Project.
SC-bA4., "Proj�et Schedule"
Project schedule shall be tier 3 far the project.
SC-6.0'�., "Wage Rates"
'�he foltowing is �Iie prevailing wage rate table(s) applicable to this project and is pro�ided i� the
Appendices:
2.013 Prevailing Wage Rates {Heavy and Hig�way Constructian Projeets)
2013 Pre�ailing Wage Rates {Commercial Canstruction Projects)
A capy of tl�e tables are also a�vailable by accessing the City's website at:
http s:l/ auns. �o�-twor�h�egas. �ov/P ro i ectResourcesl
You can access the file by following the directory path:
02-Construction Documents/�pecifcations/Div00 — General Conditions
SC-6.09., "l�ertnits and Utilities"
SC-6.09A., "Cantractor obtained permits aad licenses"
The following are known permits and/or licenses required by tl�e Contract to ba acquired by �Iie Cor�tractar:
1. Citv ofBenbrook Excavation/Ri�ht_of-vvav Permit
CITY OF FORT WORTf3
STANDf�RD CONSTRUGTIpN SPECIFICA"f'lON DOCUME3�TS
Revised March 9, 2020
WS2 to VVS3 Pressure Alane Transfer
City Praject No. 01�168
00 73 00
SUPPLEMENTARY CONDITIONS
Page 5 of 6
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SC-6.09B. "City nbtained permRfs and lice�ases"
The following are known permits and/or licenses required by the Contract to be acquired by the City:
1. TxDOT Utidity Installation Request �errrait (Water Lirae C�
2. TxDOT Utilitv Instadlataon Request Pe�mit (YYater Line D�
3. TxDOT Utilitv Installation Request Permit (YYater Line E�
4. TxDOT Utiditv Installation Request Permit (6I'ater Line F�
5. TxDOT Utilitv Installation Request Permit (Wate� Line G�
t5 TxDOT Utilitv Installatiora Request Permit (YYateY Line H�
SG6.09C. "Outstand�ng Permits and licenses"
The following is a list of known outstanding permits and/or licenses to be acquired, if any as of JANiJARY
2fl21:
Outstanding Permits andlor Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCATION
TxDOT
Utility Installatipn Request for WL-G
SG7.02., "Coordination"
TARGET DATE
OF POSSESSION
January 20z].
The individuals or eniities listed be�ow have conlxacts with the Gity for the pe�r£o�nance of oiher work at
the Site:
Vendor Sco e of Work Coordinat'ron Authori
NONE
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3$
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SC-8.01, "Communicat�ons fo Contractor"
ParEians of the proiect site are within the Citv of Benbrook and will require coordination
vvxth the City of Benbrook.
o All trench backfill, trench repair, and surface repair associated with Proposed 16-
x�ch Watex Line A vvill be required to be inspecYed bv City of Benbraok. Fai�ure to
provide adequate notice and access to City of Senbrook to perform inspectfons may
result in Contractor being required to re-excavate the r�i�e �rench at Contractor'�
own expense. No separafe payment will be made for any additional worl� associated
with re-excavation.
SC-9.OT., "Ci[y's Praject Manager"
'I'he Gzty's Project Manager for this Contract is Liam Conlon, or his/her successor pursuant to written
not[�cation from the Director of the Water Department.
5C-I3.03C., "Tests and Inspectinns"
NONE
CITY OR FORT WORTH
STANDARD CONSTRUCTION SPECIFICA TION DOCU[v�ENT3
Revised March 9, 2020
WS2 to W53 Pressure Plane Transfer
City Project No. 01468
oa �3 00
SUPPLEIvIE1�TARY CONI]ITIONS
Page b of 6
�C-16.O1C.1, "Methods and Procedures"
NONE
END OF SECTIQN
Revision Log
QATE NAME SUMMARY OF CHANGE
1/22/2016 F. Griffin $C-9.01., "City's Project Represen#ative" wording cf�anged to Gity's Pro�ect
Manager.
3/9l2D2D �.V. Magana SC-6.a7, Updated the link s�ch that files can be accessed �ia the City's websife.
CIT�' OF FORT WORTH WS2 to WS3 Pressure P[ane Transfer
STANDARD CdNSTRiJCTTON SAECIFICATION DOCUMENT,S City Project No. DT468
Revised Msrch 9, 2020
011100-1
SUMMARY OF WORK
Page 1 of 3
1
2
3 PART 1 - GENERAL.
4 1.1 SUNIlVIARY
��
7
S
SECTTON Ol 1100
SUMM�#RY OF WORK
A. Section Includes:
1. Summary of Work to be pez�oriczzed zn accorda�zce wiih the Contract Documents
B. Deviations from this City of Fort Worth Standard Speci�tcation
l. None.
9 C. ReIated Specification Sections include, but are not necessarily lunited to:
10 1. Division 0- Bidding Requirements, Coniract Forxns, azad Conditions of the Cantract
I I 2. Divis�an l� General Requirements
12 1.2 PRYCE AND PAYMENT PROCEDURES
13 A. Measurenaent and Payment
14 1. Work associated with this Item is considered subsidiary to the various items bid.
15 No separate payment wilI be allowed for this Item.
16 1.3 REFERENCES (NOT USED]
17 1.4 ADA'IINI�TRATIVE REQUYREMENTS
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A. Work Covered by Contract Documents
1. Work is to include furnishing a111abor, materials, a�nd eq�ipz�ae�t, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications.
B. Subsidiary Work
1. Any a�nd all Wark specif cally governed by documentary requirements for the
pro�ect, such as conditions imposed by the Drawings or Contract Documenfis in
which no specific item for bid has been provid�d for in the Proposal and tk�e ite�n is
not a typical unit bzd itezxz included on the standard bid item list, then the item shall
be considered as a subsidiary ifiem oi Work, the cast af which shall be included in
th� price bid rn the Proposal for rraxious hid ite�ns.
C. Use of Prert�ises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping oi mate�ials and
equipment stared on the Site.
3. Use and occupy only portions of the pubIic streets and atleys, or other public places
or other rights-of-way as provic�ed %r in the ordinances of the City, as shown in the
Contract Dacurnents, or as �nay be specifically authorized in writing by ihe City.
a. A reasonable asnount of tools, materials, and equipment for construcfion
purposes rnay be stared in such space, but zao more than is necessary to avoid
delay in the construction operations.
CITY QF FpRT �VORTH WS2 ta WS3 Fressure Plane Transfer
STANDATZ)J CONSTRUCTION SFECIFICATION DOCUMEI+ITS Cify Project No. 01�468
Revised T]ecember 20, 2012
01 �r oo-a
SUMMARY OF WORK
Page 2 of 3
1 b. E�cavatied and waste materials shall be stared in suc� a way as not to interfere
2 with the use of spaces that may be designated to be left free and unobsiructed
3 and so as not to inconvenience occupants of adjacent pz'operty.
4 c. If the street is accupied by railroad trac�Cs, the Work shall be carried on in such
5 manner as not to interfere with ihe opera�ion of the railz'oad.
6 1) All Work shall be in accordance with raiiroad requirements set forth in
7 Division 0 as we11 as the railroad permit.
D. Work within Easements
9 1. Do not enter upon private property for any pu�ose without having previously
10 obtained permission fram the owner af such praperty.
11 2. Do not store equipment or material on private property unless and untal the
12 specified approval of the property owner has been secured in writing by the
i3 Contractor and a copy furnished to the City.
14 3. Unless specifically provided otherwise, clear all rights-o� vvay ar easezaae�atis of
15 obsiructions vvhich must be removed to make possible praper prosecution af the
16 Work as a part of the praject construction operations.
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4. Preserve and use every precaution to prev�nt darr�age ta, all trees, shrubbery, plants,
lawns, fences, cul�erts, cuz'bing, and a�l other �ypes of structures ar improvements,
to alI water, sewer, ai�d gas lines, to a11 conduits, overh�ad pole Iines, or
appur�enances �ereof, including the cozastruction of temporary fences and to a11
other public or private property adjacent to the Work.
5. Notify the proper representatives of the owners or occupa�ts of the public or pri�ate
lands of i�lterest an lands which x�ig�t be affecied by �the Work.
a. Such notice shaIl be made at least 48 hours in advance of the begiruiing of the
Work.
e.7
c.
Natices shal� be applicable to both public and private utility companies and any
corporation, company, indi�iduaI, ar other, ei�er as owners or occupatzts,
r�vhose land or interest in land mighi be affected by the Work.
Be responsible for a11 damage or injury to property of any character resulting
frona any act, o�aission, neglect, or misconduct in the �nanner or method or
execution of the Work, or at any time due to defective work, material, or
equipment.
6. Fence
a. Restore all fences encountered and removed during construction of the Project
to the original or a better than original condition.
b. Erect temporary fencing in place of the fencing remaved whenever tJ�e Work is
not in progress and when the site is �acated o�er�aigh�, aa�d/or at all tiznes to
pro�zde site security.
c. The cost for all fence work within easements, including remaval, temporary
closures and replacetnent, shall be subsidiary io the vario�s items bid in the
projact pro.posal, unless a bid item is specifically provided in the praposal.
CITY OF FORT WOIiTF3
STANDE�ZD COI�ISTItUCTION SPECIFTCATJaN DQGUMENTS
Revised December 20. 20I2
WS2 Yo WS3 Pressure P[ane Transfer
City Project No. 01468
011100-3
SUMtv1AlZ'Y OF WORK
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBNli'i'TALS/INFOTtMATIONAL SUBNIITTALS [NOT USED]
3 l.i CLOSEOUT SUBMITTAL� [NOT USED]
4 1.8 M�INTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASS�JRANCE [NOT USED]
b X.IU DEL�VERY, STOR.AGE, AND IIANDLING [NOT USED]
7 111 FIELD [SITE] CONDITIONS [NOT USED]
8 112 WARRANT'Y [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUT�ON [NOT USED]
11
12
I �1►! 1Z�] 3i.�-3Ci11 Y-C�7►1
Revision Log
DATE NA.ME SUMMARY OF CHANGE
13
CITY OF FORT'4�VOlZ7'H WS2 to WS3 Pressure PIane Transfer
STArIDARD CDNSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01468
Revised December 20, 2012
OI25Q0-1
SUBSTITUTTdN 1'120CEDURES
Yage I of4
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3 PART 1 - GENERA.L
4 1.1 SUNIlVIARY
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SECTTON Ol �5 00
SUBSTITUTION PROCEDURES
A. Sectian Includes:
1. The procedure for requesting the approval af substitution of a product that is not
equivalent to a product which is specified by descriptive or perfortnazzce criteria or
defined by reference to 1 or more of the following:
a. Name of �aaa.nufacturer
b. Name of vendor
c. Trade naa�e
d. Cata�og nurnber
2. Substitutions are not "or-equals".
B. Deviations from this City of Fort Worth Standard Specification
1. Nane.
C. Related Specifcation Sections inc�ude, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Coniract F�rms aald Conditions of the Contract
2. Division 1— General Requiremer�ts
PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payment
21 1. Work associated with this Item is cozlsidez'ed subsidiary to the various items bid.
22 No separate payment will be allowed for this Ttem.
23 1.3 REFERENCES [NOT USED]
24 1.4 ADMYNrSTRATIVE REQUIREMENTS
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A. Request far Sub�titution - General
l. Within 30 days after award oiContract {unless noted othex�wise}, the City will
consider formal requests fro:trn Co�tractor far substitution of products in place of
those specified.
2. Certain types of equipment and kinds of material are dascrihed in 5pecifications by
means of references to names of manufacturers and vendors, trade names, or
ca#alog numbers.
a. When this methad of specifying is used, it is not intended to excIude from
consideration other products bearing other manufaciurer's or vendor'� names,
trade names, or catalog nuznbers, provided said products are "or-equals," as
determined by City.
3. Other ty�es of equipment and kinds of material may be accepiable substitutians
under the following conditions:
a. Or-equa�s are unavailable due to strike, disconiinued production of products
meeting specified requieements, or other factars beyond control of Contractor;
ar,
CIT'I' OF FORT WORTF� W82 to W93 Pressure Plane Transfer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project I*Io. 0146$
Revised 7uly 1, 2021
ai as oo - z
SUBSTITUTiON PRQCEDT]RES
Page 2 of 4
b. Contractor proposes a cost and/or time reduction incentive to the Ciry.
2 1,S SUBMITTALS
3 A. �ae Request for Substitution Form (attached)
4 B. Procedure for Requesting Subs�itution
5 1. Substitution shall be considered only:
6 a. After award of Con�ract
'� b. Under tiie conditions stated herein
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2. Subnait 3 copies af each written request for substitution, including:
a. Dacumentatian
1} Complete data substantiatir�g compliance of proposed subsiitution with
Contract Dacuments
2} Data relating to chat�ges in construction schedule, when a reduction is
proposed
3} Data relating to changes in cost
b. For prad�zcts
1} Product idei�tificatio�
a) Manufacturer's name
b) Telephone nuznber a��d representative contact name
c} Specificataon Section or Drawing reference of originally specified
product, including discrete name or tag number assigned to original
product in the Contract Documents
2} Manufacturer's literature clearly marked to show compliance of proposed
product with Contract Docunnents
3} Itemized camparison of original and proposed product addressing product
characteristics including, but not necessaxily lix� ited to:
a) Size
b) Composition or materials of constructian
c) Weight
d) Electrical or mechanieal requiremen�s
4} Product experience
a) Location of past projects utilizing produc�
b) Naxne and te�ephone number of persons associated with referenced
projects knowledgeable concerning �raposed product
c) Available field data and reports associated with proposed product
5} Samples
a) Provide at request of City.
b) Samples become the property of the City.
c. For construction �rzetik�ods:
1} Detailed description of pgoposed method
2} Illustratior� dravvings
C. A�proval or Rejection
l. Written approval or rejection o�substitntion gi�en by the City
2. City reserves tlae right to 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 appro�ed, the rasul�ing cost and/or time reduction
will be documen�ed by Change Order in accardance with the General Canditions.
C1TY OF FORT WORTH
STANDARD CpTISTRLTCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
WS2 to WS3 Pressure Plane Transfer
Ciry Project No. 01468
OI2540-3
SUBSTITUTION PROCETaURES
Page 3 0#'4
i
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4. No additional contract time wi11 be given for substitution.
5. Substiiution will be rejected if:
a. Submittal is not through the Contractor with his siamp of appx'oval
b. Requesi is ilot made i�a accordance with this Speci�cation Section
c. I�a the City's opinion, acceptance will require substantial revision oithe original
c�esign
d. In tiZe City's opinion, subst�tution will not perform adequately the iunction
consistent with the design intent
9 1.6 ACTION S[TBMITTALS/iNFOItMATrONAL SUBNIITTALS [NOT USED]
14 1.7 CL��EOUT SUSMITTALS [NOT U�ED]
11 1.8 MA�NTENANCE MATERIAL SiJBNIITTALS [NOT USED]
12 1.9 QUAL�TY ASSLTRANCE
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A. In maki�ag request far substitution or in using an approved product, the Coniractor
represents t.�at the Contractor:
1. Has investigated prQposed product, and has determined that it is adequate or
superiar in all respec#s to that specified, and that it wiIl perform function foz' which
i� is intended
2. Wilf provide same guarautee for substltute item as for product specified
3. WiII coordinafie installation of accepted substztuiion i�zfa Work, to include building
rnodifications if necessary, malcir�g such changes as may be required for Work to be
coinplete in aI� respects
4. Waives a11 claitns foz' additional costs related to substitution which subsequen�ly
arise
1.10 DELIVERY, ST�RAGE, AND IIANllLING [NOT IISED]
1.11 FIELD [S�TE] CONDITION� [NOT USED]
1.1� WARRANTY [NOT USED]
27 PART 2 � PRODUCT� [NOT USED]
28 PART 3- EXECUTION [NOT USED]
29
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CIIANGE
31
CITY OF FO1ZT WORTI3 W52 to WS3 Pressure Plane Transfer
STANDAItD COI�STRUCTION SPEGIFICATiON DOCi_]M�NTS City Froject Na. 41468
Revised 7uly 1, 2D11
oizsoo-a
SUBSTIi'iJTIpN PROCEBURES
Page 4 of 4
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EXIiIBIT A
REQUEST FOR SUSSTITUTIDN FORM:
TO:
PAOJECT: DATE:
We hereby submit far your consideration the following product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Propased Substiti�tion:
Reason for Substitution:
IncIude complete information on changes io Drawings andlor Specifications which proposed
substitutian will require for its proper installataon.
Fill in Blat�cs Bela�w:
A. Will the undersigned contrac�or pay for changes to the building design, including engineeri�g
and detailing costs caused by the reyuested substitution?
B. What effect does substitution have an other trades?
C. Differences hetween proposed substitution and s�ecified item?
D. Differences in product cost or product delivery t±.me?
E. Manufacturer's guarantees of the proposed and specified iiems a�e:
Equal Better (explaxn an aitachment)
The undersigned states that tha fiu�ction, appearance and quality are eyui�alent or superior to the
specified item.
Submitted By: For Use by City
Signature
as noted
Recommended Recom�nended
Firm
Address
Date
Telephone
Not recammen�ed Received late
By �
Date
Remarks
For Use by Cify:
Approved
City
Date
Rej ected
CITY OF FORT WORTH
STAND� CONSTRi1GTIpN SPECIFICATION DdCL3N1�NTS
Revised Jnly 1, 2011
WS2 to WS3 Pressure Plane Transfer
City Project No. d 14b 8
O1 31 19 - 1
P�CON57'12iJCTION MEETCNG
Page 1 of 3
1
2
3 PART1- GENERAL
!il��Y�Ju�� r����l
SECTION 0131 19
PRECONSTRUCTION MEETING
5 A. Section Includes:
6 1. Pravisions for the preconstruction meeting to be held prior to the start of Work to
7 clarify construction contract adminis�ration procedures
8 B. Deviations from this City af Fort Worth Standard Specificatioza
9 1. None.
10 C. Related Speci�catioz� Seciians include, but are not necessarily limited to:
1� 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1-- General Requirements
13 I.� PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 1. Work associated wiih ihis Itezn is considered subsidiary to the various items hid.
16 No separate payment will be allowed for this Item.
17 �.3 REFERENCES [NOT USED]
18 1.4 ADM�N�STRA.T�VE REQUIREMENTS
19 A. Coordin ation
20 1. Attend preconstruction meeting.
21 2. Representatives oiConiractor, subcontractors and suppliers atte�ding meetings
22 shall be qualified az�d authorized io act an behaIf af the entity each represents.
23 3. Meeting administered by City may be tape recorded.
24 a. If recorded, tapes will be used to prepare minutes and r�tain�d by City for
25 future reference.
26 B. Preconstruction Meeting
27 1. A preconstruction meeting wiil be held within 14 days after fihe execution oithe
28 Agreemer�t and before Work is started.
24 a. The nn.eeti�g will be scheduled and administered by the City.
30 2. The Project Representative will preside at the meeting, prepare fihe notes of the
31 meeting and distribute copies of same to al� participants who sa request by fuIly
32 completing the attendance form fo be circulated a� the beginning of the meeting.
33 3. Attendance shall include:
3� a. Projec� Representative
35 b. Co�tractor's project manager
36 c. Contracfior's superiniendent
37 d. Any subcontractor or supplier representatives whom the Contractor may desire
38 to invite or the Cify may rey�est
CITY OF FORT'VirORT�-T WS2 to WS3 Pressure Plane Transfer
STANDP RD CONSTRUCTION SP�CIFICATIO�T AOCUMENTS City Project No. 0146&
Revised August 17, 2D12
oi 3i �9-z
PRECONSTRUCTIaN MEETING
Page 2 of 3
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e. Other City represen�atives
£ Others as appropriate
4. Construction Schedule
a. Prepare baseline construction schedule in accordance with Sectian Ol 32 16 and
provide at Preconstruction Mee�ing.
b. City will notify Contractor af any schedule changes upon Natice of
Preconstruction Meeting.
5. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description af Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor's vvork pian and schedule
e. Contract Time
� Notic� ta Proceed
g. Construction Staking
h. Pragress Payments
i. Ext�ra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Matexial
1. Insurance Renevvals
m. Payro3l Certificatian
n. Material Certi�catians and Quality Control Testing
a. Public 5afety and Convenience
p. Documeniatzon o�'Pre-Canstruction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Tre�ch �afety Plans
t. Confined �pace Entry Standards
u. Coordination with �e City's representative for operations of existing water
system s
v. Storm Water Pollution Preve�ttzon Plan
w. Coordinatian with other Contractors
x. Early Warning System
y. Contractor Evaluation
z, Special Conditions a�plicable ta the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substi�ution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. M/WBE oz' MBE/�BE procedures
hh. Fina1 Acceptance
ii. Final Payment
jj. Ques�ions or Com�nents
CI"I'�C OF PORT WdATH
STAI�IDAK.D CONSTRUCTI�N SFECIFICATION DOCUMEIVTS
Re�ised Augusf 17, 2012 �
WS2 to WS3 Pressure Plane Transfer
City Project No. 0 F 468
OI 31 19 - 3
PREGONSTRUCTJON MEETING
Page 3 af 3
1 1,5 SUBMITTALS [NOT USED]
2 L6 ACTION SLTSMITTALS/INFORMATIONAL SUSNIITTALS [NOT USED]
3 ].7 CLOSEOUT SUBMITTALS [NOT USED�
4 l.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUAL�TY ASSURANCE [NOT iTSEDJ
6 1.10 DELNERY, STORAGE, AND HANDLING �NOT USED]
7 1.11 FIELD �SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART � - PRODUCTS [NOT USED�
10 PART 3- EXECUTYON [NOT USED�
�
12
END OF SECT�ON
Rer+ision Log
DATE NAME Si JMMARY OF CHANGE
13
CITX QF FpRT WORTH 4V52 to WS3 Pressure 1'lane Transfer
STANDA.Rb CONSTRiICTTON SPECIFiCATION DOCiJMENTS City Project No. 01468
Revised August 17, 2012
D13L20-1
PROTECT MEETING5
Page i of3
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4 1.1 SUMMARY
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SECTYON 0131 �0
PR�JECT MEETINGS
A. Section Inclucles:
1. Provisions for project meetings throughout ihe const�-�rction period to enable orderly
review of the progress of the Work and to provide %r systematic discussion of
potential problems
B. Deviations this City of Fort Worth Standard Specification
I. No�e.
C. Relaiec� Speci�catian Sections incl�de, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Confiract
2. Division 1-- General Requirements
14 1.2 PRICE AND PAYIVIENT PROCEDURES
IS A. Measurement and Payment
16 1. Work associated with this Item is considered subszdiary to the varlaus items bid.
17 No separate pay�nent will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMiN�STRAT�VE REQUIREMENTS
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A. Coordinatzon
1. Schedule, attend and administer as specified, periodic progress meetings, and
specially called naee�ings throughout progress of the Work.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall he qualified and authorized to act on behalf of the entity each represents.
3. Me�tings 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. Meetings, in addition io thos� specified in this Sectzon, znay be h eld when requested
by the City, Engineer or Contractor.
B. Pre-Construction Neighborhood Meeting
1. After the execution of the Agreeme�t, b�t before construction is alIowed to begin,
attend i Public Meeting with af�ected residents to:
a. �resent projected schedule, including construction start c�ate
b. Answer any construction reIated questions
2. Meetzng Location
a. Location of ineeting to be determined by the City.
3. Attendees
a. Contractor
CITY OF FOI2T WORTH WS2 to WS3 Pressure Plane Transfer
STANDARD COI�STRi1CTTON SPECIF[CATIOAI DOC[JMENTS Ciry Project No. 01468
Revised July I, 20ll
013120-2
PItOJECT MEETTNGS
Page 2 of 3
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b. Project Representative
c. Other City representatives
4. Meeting �chedule
a. In general, flle neighborhaod meeting will occur wiihin the 2 weeks followi�g
the pre-construction canferez�ce.
b. In no case will construction be allow�d to begin until this meeting is held.
7 C. Progress Meetings
8 1. Formal project coordil�ation xt�eefings wi11 be held periodically. Meetings will be
9 schedu�ed and administered by Project Representative.
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2. Additional progess meetings to discuss specific topics will be conducted on a� as�
needed basis. Such additional m�eiings shall include, but rzot be liz�aited to:
a. Coordinating shutdowns
b. Installatian of piping and equipment
c. Coordination between ather co�stiruction projects
d. Resolution of construction issues
e. Equipmeni approval �
3. The Project Representativa will preside at progress meetings, prepare the notes of
fihe meeting and distri6ute copies af the same to all participants who so request by
fully completing tl�e attenda�ace form ta be circulated at the beginning of each
meeting.
4. Attendance shall include:
a. Contractor's project manager
b. Contractor's superintendent
c. Any subcontractor or supplier representatives whom the Contractor may desire
ta invite or the City may request
d. Engineer's representatives
e. City's representatives
£ Others, as requested by the Project Representative
5. Preliminary Agenda may inc�ude:
a. Review of Work progress since previous meeting
b. Field observations, problems, conflicts
c. Itexns wl�ich iznpede construction schedule
d. Review of off-site fabricatian, deIivery schedules
e. Review of construction interfacing and sequencing requirements �vi�h ot�er
constru.ction contracts
f. Correcti�e measures and procedures to regain projectad schedule
g. Revisions to constraction schedule
h. Pt'ogress, scheduIe, during succeeding Work period
i. Coardination of schedules
j. Review sub�ittal schedules
k. Maintenance of quality standards
l. Pending changes and substitutions
m. Re�viern� propased changes for:
1} Effect on construction schedule and an completion date
2} Effect o� other contracts of the Project
n. Review Record Documents
o. Review monthly pay request
p. Review status ofRequests fbr Information
CITY OF PORT W012TH
STA�IDARD CdNSTRiTCTION SP�CIP1CATlOhT T70CLTMEI�ITS
Revised July 1, 2011
VJS2 to WS3 Pressure P[ane Transfer
City Project No. 01468
013120-3
FR07ECT MEETINGS
Page 3 of 3
1 6. Meeting Schedule
2 a. Progress meetings will be held periodically as determined by the Project
3 Representative.
�E 1) AdditionaI meetings may be held at the reyuest of the:
5 a) City
6 b) Engineer
7 c) Contractor
S 7. Meeting Location
9 a. The City will establish a meeting location.
10 1) To the exient practicai�le, meetings will be held at the Site.
11 L� 5UBMITTALS [NOT USED]
12 1.6 ACTION SUBMITTALS/INFOItMATIONAL SiJBMITTAL� [NOT USED]
13 1.'� CLOSEOUT SUBMITTALS [NOT USED]
14 1.8 MAINTENANCE MATERIAL SUSNIITTALS [NOT U�ED]
15 1.9 QUAL�TY ASSiTR.ANCE [NOT USED]
lb 1.10 DEL�VERY, ST�RAGE, AND HANDLING [NOT USED]
17 1.11 FIELD [SITE] CONDT.I'�ONS [NOT USED]
18 1.1� WARRANTY jNOT U�ED]
19 PART 2- PRODUCTS [NOT USED]
20 PART 3- EXECUTION [NOT USED]
21
22
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
23
CITY OF PORT WORTH WS2 to WS3 Pressure Plane Transfer
STANpARD CpNSTRUCTIQI�f SPECIFICATION DOCUMCNTS City Project No. 01468
Revised 7uly 1, 2011
oi 321s-1
CpNSTKUCTION PROGTtE�5 SCHEDULE
Page 1 of 5
SECTION 013� Ib
2
3 PART1- GENERAL
CONSTRUCTION PROGRESS SCHEDULE
4 I..l. SUMMARY
5 A. Section Includes:
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1. General requirements for the preparation, submittal, updating, status reporting and
management of the Constrtaction Progress Schedule
2. Specific requirements are presented in fihe Ciiy ofFort Worth Schedule Guidance
Document
B. Deviations from this City of Fort Worth �tanc�ard 5pecifcation
12 C. Related Speci�catian Sections include, but are not necessarily limited to:
13 1. Division 0— Bidding Requirements, Contract Forms and Conditians of the Contract
14 2. Division 1-- General Require�aaents
1S 1.2 PRICE AND PAYMENT PROCEDLTRES
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A. Measurement and Payment
19 1.3 REFERENCES
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A. Definitions
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3.
1. None.
1. Work associated vwit� this Item is considered subsidiary to the various items bid.
No separate payment wilI be alIowed for this Item.
Schedule Tiers
a. Tier i- No schedule subznittal required hy contract. 5ma11, brief dura�ion
projects
b. Tier �- No schedule subznittal required by contract, but will require some
miles�o�e dates. Small, brief duration projects
c. Tier 3- Schedule submitial required by contract as describec� in the
Specificatiozz and herein. Majority of City projects, including all bond progra�n
projects
d. Tier 4� Schedule submittal required by confiract as described in t1-�e
Specification and herein. Large andlor complex projects with long d�rations
1) Examples: large water pump statzon project and associated pi�eline with
int�rconnection to another governmental entity
e. Tier �- Schedule submiital rec�uired by con�tract as described in the
Specificatio� and hez'ein. Large andlor very complex projects wifih long
durations, high public visibility
1) Examples might include a watex' or wastewater treahnent plant
�aseline Schedule -�nitial schedule submitted before work begins that will serve
as the baseline for measuring progress and departures from the sc�aeduIe.
Progress Schedule - Monihly submittal of a progress schedule documenting
progress on the project and any changes anticipated.
CIT'Y OF FORT WORTH
STANDARD CONSTRUCTION SP�CIFTCATiON DOCUMENTS
Revised 7uly 1, 2011
WS2 to WS3 Pressure Plane Transfer
Ci[y Project No. 014G8
D 1 32 16 - 2
CONSTRTJCTION' PROGRESS SCTiE17[TLE
Page 2 of 5
1
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4. Schedule Narrative - Concise narrative of the schedule including schedule
changes, expected delays, key schedule issuas, critical path items, etc
B. Reference 5tandards
4 1. City of �'ort Worth Schedule Guidance Document
5 1.4 ADMiNISTRATIVE REQUIREMENTS
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A. Baseline Schedule
General
a. Prepaz'e a cost-loaded baseline Schedule using approved software and #he
Critical Path Method {CPM) as required in t�e City of Fort Warth Schedule
Guidance Document.
b. Review the drai� cast-loaded baseline Schedule with the City to demonstrate
understanding of the wark to be performed and knorn�n issues and constraints
related to the schedule.
c. Designa#e a� authorized representative {Projec� Scheduler} responsible for
de�eloping and updating the schedule and preparing reports.
lb B. Progress Scheduie
17 1. Update ihe pragress �chedula monthly as required in the City of Fort Worth
18 Schedule Guidance Document.
19 2. Prepare �he Sch�dule Narrative to accoznpan� tihe monthIy progress Schedule.
20 3. Change Orders
21 a. Incorporate approved change orders, resulting in a change of contract tim�, in
22 the baseline Schedule in accordance vvith City of Fort Worth Schedule
23 Guidance Document.
24 C. Responsibility for 5chedule Compliance
25 1. Whenever it becomes apparent from the cuirent progress Schedule and CPM Status
26 Report that delays to the critacal path have resulted and the Contract completion
27 date wi11 not be met, or when so directed by �he City, make some or all of the
28 following actions at no additiional cost to the City
29 a. Submit a Recovery Plan to the City for approval revised baseIine Schedule
30 autlining:
31 1) A written statement of the steps intended ta take to remove or arrest �e
32 delay to the critical path in the approved schedule
33 2) Tncrease construction manpower in such quantities a�ad crafts as �ill
34 substantially eIiminate the backlog af work and return current Schedu�e fio
35 meet projected baseline completion dates
36 3) Increase tl�e nuz�ber of working hours per shift, sf�ifts per day, working
37 days per week, the amount of constr�zction �quipment, or any combination
38 , of the foregoing, suf�ciently to substantially eliminaie ihe backlog of work
39 4) Reschedule activities to achieve maximum practicaI concurrency af
40 accomplishment of activities, and comply with the revised scheduIe
41 2. If no written staiementi oft�e steps intended ta take is submitted when sa requeste�
42 by the City, iha City �nay direct the Contractor to increase t�e level of effort in
43 manpower (trades), equipment and work schedule (overtime, weekend and ho�iday
44 work, etc.) to be emp�oyed by the Co�atxactor in order ta remo�e or arrest the delay
45 ta the critical path in the appraved schedule.
46 a. No additional cos� for such wark will be considez'ed.
GITY QF FpRT WQRTH WS2 to WS3 Pressure Plane Transfer
STAi�lf�ART� CONST1Zi3CTTON SPECiFICATIOT�I DOCUMENTS Ciiy Project I�a. 01�168
Revised July 1, 2011
013216-3
CpNSTRi3CTIQN PROGRESS SCH�BULE
Page 3 of 5
l D. The Contract completion time will be adjusted only for causes specified in this
2 Contract.
3 a. Requests for an extension of any Contract complerion date rnust be
A supplemented with the following:
S I) Furnish justification and supporting evidence as tl�e City may deem
6 necessary to determine wi�ether the requested extension oifiime is entitled
7 under the pravisions of this Contract.
S a) The City will, after receipt of such justificafiion and supporting
9 evidence, make findings of fact and wili advise the Contractor, in
10 writing thereof.
11 2) If the City finds that the requested extension of time is entitled, the City's
12 deter�nination as to tt�e tatal nuzaaber of days allowed for the extensians
13 shall be based upon the approved total baseline schedule and on all da#a
14 reIevant to the extension.
15 a) Such da�a shall be included in the next upda#ing of the Progress
16 schedule.
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b} Acival delays in activities which, according to the Baseline sck�edule,
cio not affect any Cor�tract completion date shown by the critical path in
the network will not be the basis for a chaszge therein.
2. Submit each requesi for change in Contract completion date to the Ci#y within 30
days after the beginning of the deIay for which a time extension is requested but
be%re �he date oi final payment under this Contract.
a. No time extension will be gran#ed for reqUests which are not submitted within
the foregoing time limit.
b. Frozn time to ti�xze, it may be necessary for the Coniract schedule or complet�on
time ta be adjusted by #�ie City to reflect the effects of joh conditions, weather,
technical difficulties, stri�Ces, unavoidable delays on the part af the City ar its
representaiives, and other unforeseeabte conditions which may indfcate
schedu�e adjustments or completion time extensions.
1) Under such conditions, fi11e City will direct the Contractor to reschedule the
work or Contract completion time to ret�ect �he changed conditions and the
Coniractor shalI revise his schedule accordingly.
a} No additional compensation will be made to the Contractor for such
scheduie cl�anges except far unauoidable overall contract tim�e
exte�tsians beyond the actual comple#ion of unaffected work, in which
case the Contractor shaII take all possible action to minimize any time
e�tension� and any adc�it�onal cost ta the City.
b) Available float time in the Baseline schedule may be used by the City
as welI as by �he Contractor.
40 3. Float or slack time is defzned as tilae amount of time between the earliest start date
41 and the Iatest start date or between the ear�iest finish date and the latest finish date
42 of a chain of activities on the Basetine Sc�Zedule.
43 a. Float or slack time is not for the exclusive use or benefit of either the
44 Contractor or #he City.
45 b. Proceed with wor� accarding to early start dates, and the City shall have the
46 right to reserve and apportion float ti�ne according to the needs of the projec�.
CITY OF FORT WORTH WS2 fo W53 Pressure Plane Transfer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projec# No. 0146$
12evised July l, 20I 1
oi3z16-4
CONSTRLrCTTON PROGRESS SCHEDULE
Page 4 of 5
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c. Acknowledge and agree that actual delays, affectiz�g paths of activities
containing float time, wilI not kta�e any effect upon contract campletion times,
pz'oviding that the actual delay does not exceed the floaC time associated with
those activities.
E. Coordinating Schedule with Ot�aer Coniract Schedulas
18 1.� SUSNIITTALS
19 A. Bas�line Schedule
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C. Schedule Narrati�e
26 B. Progress Schedule
27 1. Submit progress Schedule in natii�ve �Ie format and pdf forma# as required in the
28 Ciiy af Fort Worth Sched�le Guidance Dacument.
29 2. Submit progress Schedule monthly no later than the last day of the tno�tk�.
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1. Where work is to be perforrned under this Contract concurrently with or cantzngex�t
upon work perforrned on the same faciIities oz' ax'ea under other contracts, the
Baseline Schedule shalI be coordinated with the schedules of the other con�racts.
a. Obtain the schedules af �he other a�propriate contracts from the City for the
preparation and updating of Baseline schedule and make the required changes
in his schedule when indicated by c�ianges in corresponding schedu�es.
2. In case of interference between the operatians oidiff�r�nt contraciors, the City vvil]
de�ermine the work priority of each contractar a�nd �he sequence of work necessary
to expedite �Iie completion ofthe entire Project.
a. In such cases, the decision of the City shall be accepted as �nal.
b. The temporary delay of any ovor� due to such circuanstances shall not be
considered as justifcation for claims for additional compensation.
1. Submit Schedule in native file format and pdf format as required ir� the City of Fort
Worth Schedule Guidance Document. .
a. Native file format includes:
I} Primavera (Pb or Primavera Con1i'actor)
2. Submit draft baseline Schedule io City priar to the pre-construction meeting and
bring in hard copy to the meeting for review and discussion.
Subrnit the schedule narrati�e in pdf format as required in the City af Fort Worth
Sch�dule Guidance Document.
Sub�nit schedule narrati�e monthly no later than the last day of the month.
D. SubznittaI Process
1. The City acl�ninisters and manages schedules tliraugh Buzz.saw.
2. Contracfior shall subinit doc�unents as required in the City of Fort Worth ScheduIe
Guidance Document.
3. Once the project has been completed and Final Accepta��ce ha,s been issued l�y the
City, no furth�r progress schedules are required_
CITY OF FORT WOIt'I'H
STANDARD CONSTRUCTIdN SPECTFTCATIQN DOCLJT/EI�iTS
Revised Jnly 1, 2Q 11
WS2 to WS3 Pressure Plane Transfer
Gity Project No. 01468
oi 3z 16 - s
CONSTRUCTION P�20GRE5� SCHEDULE
Page 5 of 5
1 1.6 ACTION SUBNIITTAL�/INFORMATIONAL SUBNIITTALS [NOT USED]
2 1.7 CLOSEOUT SUBNIITTALS [NOT USED]
3 1.8 MAINTENANCE MATERIAL �UBNIITTALS [NOT USED�
4 1.9 QUALiTY ASSiJRANCE
S A. The person preparing and revising the construction Progress Sched�ale shaIl be
6 experienced in the preparafiion oischedules of simiIar complexity.
7 B. Schedule and suppotrting documents addressed in this Specification shall be pz'epa�'ed,
8 updated and revised to accurately reflect t�e perfonnance of the construction.
9 C. Contractor is respo�sible �ar the quality of all submittais tn this section meeting the
] 0 standard of care for the construction industry for similar projects.
11 110 DELIVERY, STORAGE, AND I�ANllLING [NOT USED]
12 l..11 FIELD [SITE] CONDITION� [NOT USED]
13 1.X2 WAR.R.ANTY [NOT USED�
14 PART 2� PRODUCTS [NOT USED]
15 PART 3- EXECUTION [NOT USED]
16
17
END QF SECTION
Revision Log
DATE NAlVIE ST_]MMARY OF CHANGE
18
CITY OF FQRT WORTH WS2 to WS3 Pressure Plane Transfer
STANI7ARD CONSTRUCTTON SPECIFICATION DOCUMENTS Ciiy Project Mo. 01468
Revised ]uly 1, 2011
013233-1
PRECONSTRUCTIQN VIBEO
Page 1 of 2
1
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3 PART1� GENERAL
4 l.l ,SLTMMARY
SECTYON 013� 33
PRECONSTRUCTTON VIDEO
S A. Section Includes:
6 1. Administrative and procedural requirements for:
7 a. Preconstruction Videos
8 B. Deviations from this City of �ort Worth Standard Specificatian
9 1. None.
10 C. Related 5pecification Sections include, but are not necessarily limited to:
1 T 1. Division 0— Bidding Requirements, Contract Forms and Condi�ions ofthe Contract
12 2. Division I— Genera� Reyuirements
13 1.� PRICE AND PAYlVIENT PROCEDURES
14 A. Measurement and Payment
15 1. Work associated wiih this Item is considered subsidiary to the various ifems bid.
16 No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT USED]
I S 1.4 ADMIN�STRATIVE REQLTIREMENT�S
19 A. Preconstt-uction Video
20 1. Produce a preconstruction video of the site/aIigninen�, including all areas in the
21 vicinity of and to be afFected by construciion.
22 a. Provide digital capy of video upan request by the Czty.
23 2. Retain a copy of the preconstrucfion video until the end of the maintenance surety
24 period.
25 1.5 SUL'NIITTALS [NOT USED]
26 1.6 ACTTON SUBMTTTALS/TNFOTtMATrONAL SUBMITTALS [NOT USED]
27 1.i CLOSEOUT SUBNIITTALS [NOT USED]
28 1.8 MAINTENANCE MATERiAL SUBMITTALS �NOT U�ED]
29
30
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1.9 QUALITY ASSUItANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND UANDLING �NOT USED]
1.11 F�ELD [SITE] COND�TIONS [NOT USEDj
1.12 WARRANTY [NOT USED�
PART 2 - PRODUCTS [NOT USED]
C1TY OF PORT WORTH WS2 to W53 Press�re Plane Transfer
STANDARD CONSTRUCTION SPECIPICATION DOCi3MENTS Cify 1'roject No. 01468
Revised Ja]y 1, 2011
�13233 -2
PI�CONSTRiJCTION VIDEp
Page 2 of2
PART 3 - EXECUTTON �NOT USED]
END OF SECTTON
Re�ision Log
DA'�'E NA.ME SUMMARY OF CHANGE
CITY OF NO1tF '1�VORTH WS2 to WS3 Pressure Plane Truisfer
STAI�iDARD CONSTRUCTION SPBC1kICA'I�ON DOGUMEI�TS Ci[y ProjectNo. 01468
Revised July 1, 2011
OI3300-I
SUBMI'f�'ALS
Page I of 8
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�t� 7\ :711f �!� �l►1_�1 �7�_!,
� 1.1 SUNINiARY
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SECTION fl133 00
SUBMITTALS
A. Section TncIudes:
1. General methods and requiremenis of submissions applicable to the following
Work-related submittals:
a. Shop Drawings
b. Product Data (including Standard Product List submittals)
c. Samples
d. Mock Ups
B. Deviations from this City of Fort Wo�th Sta�dard Spec��catio��
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Reyuirements, Contract Forms and Conditions of the Contract
2. Division 1— Gen�ral Requirements
PRYCE AND PAYMENT PROCEDURES
IS A. Measurement and 1'ayment
19 1. Wark associated vvith t�is Item is considerea subsidiary ta the various items bid.
20 No separate payment will be allowed for this Item.
21 ]..3 REFERENCES [NOT USED]
22 1..4 ADNII�TISTRATIVE REQUIREMENTS
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A. Cooxdination
1. Notify the City in wrifing, at the time of s�abmii�al, of any deviations in the
subtxzittals from the requiremenis of the Contract DocLunents.
2. Coordination of Submittal Times
a. Yrepare, prioritize and transmit each submittal sufficiently in advanc� of
perfarming the related Work or other applicable activities, ar within the time
specified in t�e individua� Work Sections, ofthe �pecifications.
b. Caniractor is respo�asib�e such tha� the installation wil� not he detayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (iirequired)
b} Caordination vviih other submittaIs
c} Testing
d) P�rchasing
e) Fabricatio�
fl Delivery
g) Srmilar sequenced activities
c. No extension of time will be authorized hecause of the Contractor's failure to
transmit submittals suff ciently in advaz�ce of the Work.
CITY OF FORT WORTH WS2 to WS3 Pressure Plane Transfer
STANDARD CbNSTRUCTION SPECI�TCA7TON DOCUIviENT5 City Project No. 01468
Revised December 20, 24I2
O1 33 00 - 2
ST7BMITTALS
Page 2 of 8
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d. Make submit�ais promptly in accordance with approved schedule, and in such
sequence as to cause no delay it� �he Woz'k or in the work of any other
coz�tractor.
B. Submittal Numbering
1. When submitEing shop drawings or samples, utilize a 9-character s�bnnittal cross-
xeference identification numbering sys�em in the fo�lowing manner:
a. Use the first 6 digits oithe applicable Specification Section Nunrzber.
b. Far the next 2 digits ��uz�aber use numbers O1-99 to saquentially number eacI�
znitial separate item or drawing submitted under each specific Section munber.
c. Last use a letter, A-Z, indicating the resubrnissio�a of the same drawing (i.e.
A=2nd subnrkiss�o�, B=3rd suhmission, C=4th submissian, etc.). A typicaI
submittal number would be as fallows:
03 3� 00-08-B
1) 03 30 QO is the Specification Seciion for Concrete
2) 48 is tl�e eighth initial submittal under this S�eeification Sectian
3) B is the third submissian (second resubmission) oithat particular shap
drawing
C. Contractor Cer�ificaiion
21 1. Review shop drawings, product da�a aud samples, including those hy
22 subcan�ractors, priar fio submission to determine and verify tlae follovving:
23 a. Field measurennents
24 b. Field constrtzction criteria
25 c. Catalog numbers and sinnilar d.ata
26 d. Conformance with the Contract Documents
27 2. Pro�ide each shop drawing, sample and product data submitted by the Contractor
28 with a Certification Statemen� aff'ixed including:
29 a. The Contrac#or's Company name
3D b. �ignature of submittal re�iewer
31 c. Certii�cation Statement
32 1) `By this submit�al, I hereby represent that I have determined and verified
33 field mea,suz'e�aents, fietd canstruction criteria, materials, dimensions,
34 catalog numbers and simi�ar data and I have checked and coordinaied each
35 item with other applicab�e approved shap drawings."
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40
41
42
43
44
45
D. Submittal Format
1. Fold shop drawings larger than 81/z inches x 11 inches to S%2 inches x 11 inches.
2. Bind shop drawings and product data shaets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Conients
c. Product Data /Shap Drawings/Samples /Calculations
E. Submittal Content
46 1. The date of submission and the dates of any pre�ious submissions
CITY OF FORT WORTI-I W52 to 'WS3 Pressure Flane Transfee
S�ANDAKI3 CpNSTRUCTION SPECIFICATION 170CLTMENTS City Project No. O1�}68
Revised December 20, 2012
Ol 33 00 - 3
SUBMITTALS
Page 3 of&
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2. The Project title and number
3. Contractor iden�ification
4. The names of:
a. Contractar
b. Supplier
c. Manufacturer
7 5. Identi�cation of the product, with the Specif cation Section number, page and
S paragraph(s)
9 6. Fzeld diznensions, cIeaarly identifed as sucla
10 7. Reiat�on to adjacent or criticat features of the Work or materials
l 1 8. Applicable standards, such as ASTM or Federal Specification numbers
12 9. Iden#i�cation by highlighting of deviations from Contract Documents
13 10. Tdentification by highlighting of revisions on r�submittals
14 11. An $-inch x 3-inch blank space for Contractor and City stamps
]5
lb
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4b
F. Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily Iimited fo:
a. Custom-prepared data such as iahricafiion and erecfion/installation {working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwork manufacturing instructions
e. Custom templates
f Special wiring diagrams
g. Coordination drawings
h. Individual system or equip�nent inspection and test reports including:
1} PerFormance curves and certifications
i. As applicable to t1�e Wark
2. Details
a. Relation of the various parts to the main members and lines of fhe structure
b. Where correct fabricatiion of ihe Wor� depends upon feld measurements
1} Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. Foz' submittals af product data for products included on ttie City's Standard Product
List, clearly iden#ify each item seIected for use on the Project.
2. For submittals of praduct data far products not included on the City's Standat•d
Product List, submittal daia �nay include, but is not necessarily limited to:
a. Standard prepared data for inanufactured products (sometimes referred to as
catalog dafia}
1) Such as the manufacturer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicabitity
4) Roughing-in diagrams and templates
S) Catalog cuts .
6} Product photographs
CITY OF FORT WORTH W52 to 'LVS3 Pressure Plane Transfer
STANDARD CONSTRl7CTION SPECIFICATTOtd DOCiTMENTS City Frojectl*Io. 01468
Revised December 20, 2012
oi �3oo-a
SCIBMTT"I'ALS
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7) Standard wiring diagrams
S} Printed performance cu�-ves and operatianal-range diagrams
9} Production or quality cantrol inspectian and test reports and certifications
10} Mil1 reports
11} Product operating and maintenance instruc�ions and recommended
spare-parts listing and print�d product warranties
12) As applicable to the Work
H. �amples
l. As specified in individual Sections, include, but are nat necessat'ily lizttited to:
a. Physical examples of the Wark such as:
1} Secizons ofmanufaciurecE or fabricated Work
2} SmaIl cuts or containers of materials
3} Co�plete utziis of repetitively used products color/texture/pattern swatches
and range sets
4} Specimens for coardination of visual effect
S} Graphic symbols and uni�s of Work to be used by the City for independent
inspection and testing, as applicable ta the Work
1 S I. Do not start Work requiring a shop drawing, sample or product data nor any material to
19 be iabricaied ar ins�alled prior to the appro�al or qualiixed a�i�roval oi suc�i iierr�.
20 1. Fabricatioa� pe�ormed, �naterials purchasad or on-site construction accomplished
21 which daes not conform �o approved shop drawings and data is at the Contractor's
22 ris�.
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2. The City will not be liable for any expense or delay due to corrections or rem�dies
required to accomplish conformity.
3. Complete project Work, taaaterials, fabrication, and installations in conformance
with approved shop drawings, appiicable samples, and praduct data.
J. �ubmittal Distribution
l. Electronic Distribution
a. Confirm development of Project directory for electronic submittals to be
up�oaded to City's Buzzsaw site, or another external FTP site approvecE by the
Ci�y.
b. Shop Drav;Tings
1} UpIoad submittal to designated project di:rectoxy a�r�d �otify appropriate
City representatives via email af submittal posting.
2} Hard Copies
a) 3 copies for alI subznittals
b) If Contractor requires more than i hard copy af Shap Drawings
� re�urned, Contractor shalI submit more than the nurnb�r of copies listed
abova.
c. Product Data
1} Upload submittal to d�signa�ed praject directory and naii�'y appropriate
City representatives via email af submittal pos�ing.
2} Hard Copies
a) 3 copies for all subrnittals
d. Sannples
1} Distributed to the Project Representative
2. Hard Copy Dist�'ibution (if required in lisu of electronic distribution)
CITY OF F�RT WORTH WS2 to WS3 Pressnre Plane Transfer
STANDARD CONS"TKUC"TI03V SPECTHTCATTON DdCiIMENT5 Ciry Project No. 01468
Revised December 20, 2012
013300-5
SLTBMI7TALS
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a. Shop Drar�vings
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 refiurned,
Contractor shall subinit more tha�t the n�amber of copies Iisted 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 staied in the respective Specification Sections.
3. Distribute r�produciions of approved shop drawings and copies of approved
product daia and samples, w�ere 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 n�rnbez'
previously specifed.
K. Submittal Review
1. T�e review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to he consirued as:
a. Fennitting any departure from the Coniract requirements
b. Refievulg the Contractor of responsibility for any errors, including details,
dimensions, and materials
c. Approving deparlures from details furnished by th€e City, except as otherwise
provided herein
2. The review and approval ot� shop d�awings, samples or product data by the City
does not relieve the Contractioz' frozn his/her responsibility with regard to the
fulfillment o,f the terms of the Contract.
a. AIl risks of error and omission are assumed by the Contractor, and the City will
have no respansibility therefore.
3. The Contractor remains responsible for details and acc�racy, for caordinating the
Work with alI other associated work and trades, �or selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shap drawings, data or samptes as submitted describe variations and show a
departure from the Coniract requirexnents which Czty finds to be in the interest of
the City and to be so minor as not to involve a change in Contraci Price or time for
performance, the City may return the reviewed dravvings without noting an
exception.
5. SubmittaIs wzll be returned to the Contractor �nder 1 of the following cod�s:
a. Code i
1} "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
camments on the submittaI.
a) Wl�en returned under this code the Contractar may release the
equipment and/or material for manufacture.
b. Code 2
CITY OP PORT 1�V012T�-I
STAt�IDARD CONSTRUCTION SPECIFICATIpN DbCUMENTS
Revised Decemher 20, 2012
W52 to WS3 Pressure Plane Transfer
City Projact Ido. Ol�}68
O133RO-6
SiJBMTTTALS
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1) "EXCEPTIONS NOTED". This code is assigned �vvhen a confirxzaation of
ihe notations and camments IS NOT required by the Contractor.
a} The Cantractor may release the equipment or material for manuiacture;
however, all notations and comments must be incox'porated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations atzd conaaaents are extensive enough to require a
resnbmittal of the package.
a} The Contractor may release the equipment or material for manufaciure;
however, all notations and comments must be incorporated into the
final product.
b} TI�is resubmittal is to address ali comments, omissions and
non�conforming ite�ns that were nated.
c} Resubmittal is to be received by the City within I S CaIendar Days of
the dat� of th� City's iransmittal requiring ihe resubznzttal.
d. Code 4
1) "NOT APl'ROVED" is assignec� when th� submittal does not meet ihe
intent of tl�e Contract Documents.
a} The Contractor �ust resuhmit the entire package revised to bring the
submittal into conformance.
b} It may be necessary to resubmit using a different manufacturer/vendor
to meet rhe Contract Documents.
b. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by tl�e City
2) Marked with revision triangle or o�er similar method
a) At Contractor's risk if not marked
b. Submittals for each item will be reviewed no more than twiee at the City's
expense.
1) All subsequent reviews will be performed at times convenient to tl�e City
aa�d at t�Ze Contractor's expense, based on the City's or City
Representative's ihen prevailing rates.
2) Pro�ide Contractor reiznbursezzient to ihe City wiihin 30 Calendar Days for
all such fees invoiced by the City.
c. TI�e need for more than 1 resu�mission or any other c�elay in obtaining City's
review of submittals, will not entitle the Contrac#or to an extension of Contract
Time.
7. Paxtial Submittals
a. City �'eset'ves the right to not review submittals deemed partial, at ihe City's
discre#ion.
b. Subixzittals deenned by the City to he not complete will be retizrned to the
Contractor, and wi11 be considered "Not Ap�raved" un�il resubmitted.
e. The City rr�ay at its aption provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any carrectian indicated on the shap drawings to
constitute a change to the Contract Documents, then written notic� must be
pravided thereof �o �he City at least 7 Calendar Days prior ta reiease far
manufac�t►are.
CITY QF PbRT WORTH
STANDARD CONSTRUCTION SPECIFICATION DQCUM�NTS
Revised }7ecem6er 20, 20l2
WS2 to WS3 Aressure F1ane Transfer
City Project I�io. 01468
p13300-7
SUSMIT7'ALS
Page 7 of S
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Mock Up units as specified in individual Sections, include, but are not necessarily
liznited to, complete units of the standard ofi acceptance for that type o� Work to be
used on the Project. Remove at ihe con�pletion o£the Wark or whe� direc#ed.
10 M. Qualifications
11 1. If specifically required iz1 oihex' Sections of ihese Specifications, submit a P.E.
12 C�rtification for each item required.
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When the shop drawings have been corripleted to the satisiaction of the City, t�e
Contractor may carry out the construciion in accordance therewith and no further
changes therein except upan writ�e�a instructions from the City.
Each submittal, appropriately coded, wfll be returned within 3d Calendar Days
following receipt of su�mittal by the City.
L. Mock ups
N. Request for Inforination {RFI)
1. Contractor Request for additio�al inforxnation
a. CIarification or interpretation of the contract documents
b. When the Contractor believes there is a conflici b�tween Contract Documents
c. When the Contiractor iaelieves there is a conflict between the Drawings and
Specifications
1) Identify tl�e conflict and request clarification
2. Use the Request for Info�tnation (RFI) form provided by the City.
2T 3. Numbering ofRFI
22 a. Prefix with "RFI" foIlowed by series number, "-��", beginning wifli "O1" and
23 increasing sequentially with each additional transmittal.
24 4. SufFcient information shall be attached to permit a written response without further
25 informafion.
26 5. The City wilI log each request and will review �he request.
27 a. If review of t.�e projec� infortnafiion request indicates that a change to the
28 Contract Doc�unents is required, the Ciiy will issue a Field Order or Change
29 Order, as appropriate.
30 1.5 SUSNIITTALS [NOT USED]
31 1.6 ACTION SUBNL�TTALS/INFORMATIONAL SUBNIITTAL� [NOT USED]
32 1.7 CLOSEOUT SUENLiTTALS [NOT USED]
33 1.8 MAINTENANCE MATERIAL ,�UBM�TTALS [NOT USED]
34 1.9 QUALITY ASSIIItANCE [NOT USED]
35 L10 DELIVERY, STORAGE, AND HANnLING [NOT USED]
36 1.11 F�ELD [SITE] CONDITIONS [NOT USED]
37 l.l.� WARiZANTY [N�T USED]
CI�'Y OF FOItT WORTH WS2 to WS3 Pressure Plane Transfer
STANDAItD CONSTRUCTION SPECiFTCATIdAI 170CiJIvIENTS City Project No. 01468
Revised December 20, 2012
D1330D-8
SUBMITTAT.S
Page 8 of 8
1 PART 2- P1�ODUCTS [NOT USED]
2 PART 3- EXECUTION [NOT USED]
3 END OF SECTION
4
Re�ision Log
DATE NAME SUMMAR.Y OF GHANGE
12/20/2012 D. .Tohnson 1.4.K.8. Working Days modif ed to Caiendar Days
GITY OF FORT WORTH WS2 to W53 Pressure P[ana Transfer
STANDAKD CONSTRUCTION SYECT�'iCATTON DOCiJMENTS City Project No. Oi468
Revised I}ecem6er 20, 2012
013513-1
SPECIAL PROJEGT PRQCEDURES
Page 1 of8
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SECTION 013513
SPECIAL PROJECT PROCEDURES
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
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T. The procedures for special project circumstances that includes, but is not limited to:
a. Coordination with tk�e Texas Department of Transportation
b. Work near High Vo�tage Lines
c. Confined Space Entry Program
d. Air Pollution Watch Days
e. Use of ExpIosives, Drop Weight, Etc.
f. Water Department Notificatiia�a
g. Public Notification Prior to Beginning Constructian
h. Coordination with United States Army Corps of Engineers
i. Coordination� vvithin Railroad permits areas
j. Dust Con�i-ol
k. Employee Par�Cing
B. Deviations from this City o�Fort Worth Standard 5pecification
1. None.
20 C. Related Speci�cation Sections incIude, bu# are nofi necessaxily limiied to:
21 1. Division 0— Bidding Requirements, Contract Forms aa�d Canditions of the Contract
22 2. Division 1�- Gen�ral Requirezaaents
23 3. Section 33 12 2S — Connection to Existing Water Mains
24 1.� PRICE AND PAYMENT PROCEDi1RES
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A. Measurement and Payment
1. Coordination within RaiIroad permit areas
a. Measurement
1} Measurement �or this Item wil� be by Iump sum.
b. Payment
I) The work perfortx�ed and materials furnished in accordance with this Ite�n
wiIl be paid for at the l�mp sum price bid for Railraad Coordination.
c. The price bid shall incluc3e:
1) Mobilization
2} Inspection
3} Safety training
4j AdditionalInsurance
5) Insurance Certificates
6) �ther requirements associated witt� general coordination wit� Railroad,
including addifiional err�ployees required to protect the right-of-way and
property of the Railroad from damage arising out of and/or from the
construction of the Project.
2. 1Zailroad �'lagmen
GITY OF FORT WORTT�
STAAII"]ARD CONSTRUCTION SPECIFICATION DpCUMEN"I�S
Kevised L3ecember 20, 2012
WS2 to W53 Press€�re Plane Transfer
Cify Project No. 01�468
D1 3S I3 -2
SPECIAL PROJECT PROCE17T7T�E5
Page 2 of 8
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a. Measurement
1) Measurement for this Ite� will be per warking day.
b. Payment
1) The work performed and mafierials furnished in accordance with ihis Itex�
will be paid for each working day that Railroad Flagmen are present at the
Site.
c. The p rzce bid shall include:
1) Coordinaiion for scheduli�g flagmen
2) FIagmen
3) Other requiremen#s associated with Railroad
3. All otlier items
a. Work associated with these Items is considered subsidiary to the variaus Items
bid. No separate payment wiIi be aIlowed far this Ttem.
14 l.3 REFERENCE�
15 A. Re£erence �tand.ards
16 1. Reference standards cited in this Specification refer io the current reference
17 standard published at ihe time of the Iate,si :revision date logged at the end of this
18 Specificatio�, unless a date is specifically cited.
19 2. Health and Safety Code, Title 9. �afety, Subtitle A. Public Safety, Chapter 752.
20 High Voltage Overhead Lines.
21 3. North Centra.( Texas Council af Governments (NCTCOG) --- Clean Construction
22 Specification
23 1.4 ADNiINISTRATNE REQUIREMENTS
24 A. Coordinatian with the Texas Department of Transporiation
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1. When work in the right-of way vv�aich is under the jurisdiciion of the Texas
Depart�ent af Transportation {T�OT):
a. Notify the Texas Department oi Transportation prior to commencing any work
t�Zez'etn in accordance with the pravisions of the permit
b. All work performed in the TxDOT right-of-way sha11 be performed ii1
coznplzance with and subject to approval from the Texas Deparhnent af
Transpartation
B. Work near High Voltage Lines
1. Regulatory Requirements
a. All Wark near High Voltage Lines {more than 600 valts measured between
canductors or between a canductor and the ground) sha11 be in accardance wi�h
Health and 5afety Code, Title 9, Subtitle A, Chapter 752.
2. Warz�zng sign
a. Provide sign of sufficient size meeting all OSHA requirements.
3. Equipment operating within 10 %et of high voltage lines will require the follawing
safety features
a. Insulating cage-type of guard abou� the baom or arm
b. Tnsulator links on the lift hook connections £or back hoes or dippers
c. Equipaaent znust meet the safety requirements as set forth by 05HA and the
safety requirements of th� owner af the high voltage I ines
4. Work within 6 feet o£high valtage electric lines
Cl'TY OF FORT WOR'iH WS2 to WS3 Pressure Plane Transfer
STANI]ARD CONSTRUCTiOT�f SPBCTFICA"1'ION DOCUII�NTS City Project Na. 01468
Re�ised December 20, 2012
013513-3
SPECIAL PROJECT PROCET]TJ1�S
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a. Notification shall be given to:
1) The power company (example: ONCOR)
a) Maintain aza accurate log af atl such calls to power company and record
action taken in each case.
b. Coorc�ination with povver cozxapany
1) After naiif�cation coordinate with ihe power company to:
a) Erect temporary naec�anical barriers, de-energize the lines, or raise or
lower the lines
c. No personnel may work within 6 feet of a high voliage line befox'e the above
requireznents have been met.
C. Coniined Spac� Entry Program
1. Provide and follow approved Confined Space Entry Program in accordance with
OSHA requirements.
2. Confined Spaces include:
a. Maz�holes
b. All other confined spaces iz� accordance wiih OSHA's Permit Required for
Confined Spaces
D. Air PolIutian Watch Days
1. General
a. Obsetve fihe %llowing guidelines z'elating to �vorking an City construction sites
an days designa#ed as "AIR POLLUTTON WATCH DAYS".
b. Typical Ozone Season
1} May 1 tiiroug� October 31.
c. Critical Emission Time
T) 6:00 a.m. ta 10:Q0 a.�n.
2. Waich Days
a. T�ie Texas Co�n�nission on Environmeiztal Quality (TCEQ), in caardination
with the Natianal Weather Service, will issue the Air Pollution Watch by 3:00
p.m. on the afternoon prior to the WATCH day.
b. Requirements
1) Begin work after 10:00 a.m. whenever construction phasing reqUires the
use oimoto�ized equipment foz' perzods in excess of 1 hour.
2) Hawever, t�e Cantractor may begin work prior to 10:00 a.rn. i%
a) Use oimotorized eqnipment zs Iess than l hour, or
b) If equip�zent is new and certified by EPA as "Low Emitting", or
equipment burns Ultra Low Sulfur Diese� {UI,SD), diesel emulsions, ar
aIternative fixels such as CNG.
E. TCEQ Air Pern�it
1. Obtairz TCEQ Air Permit for construction activities per requirements of TCEQ.
F. Use of E�plosives, Drop WeigI��, Etc.
1. When Contract Documents permit on the project the following will apply:
a. PubIic Notification
I) Submit notice to City and proof of adequafie insurance coverage, 24 hours
prior to commencing.
2} Minimum 24 hour pubIic natification in accordance with Section O1 31 13
�}6 G. Water Departtxzent Caordination
CT1'Y OF FORT WORTH
STANDARD COI�ISTRUCTIQI�i SP�CIFICATION DOCiTMEI+ITS
Re�ised December 20, 2012
W52 to W53 Pressare Plane Transfer
Giiy Project No. 01468
O135I3-4
SPECIAL PROJECT AROCEDURES
Page 4 of 8
1 l. During the construction ofthis praject, it wzll be necessary to deactivate, for a
2 period of t�izzae, existing lines. The Contractor shall be required to coordinate with
3 the Water Department ta determine the best times for deactivating and activatitig
4 those lines.
S 2. Coordinate any event that will require connecting to or the operation of an existing
6 City waier lin� system with the City's �•epresentati�ve.
7 a. Coordination shall be in accordance with Section 33 12 25.
& b. If needed, obtatn a hydrant water meier from the Water Depari�nent for use
9 during ihe life of named praject.
I D c. In the event tha� a water valve on an existing live system be tu�ned off and on
l I to accommodate the construction of the praject is requ�red, coordinate this
12 activity through the appropriate City representative.
13 1} Do not operate water line valves of existing water system.
14 a) �ailure to conc�ply vvill rezader the Contractor in �iolation of Texas Penal
1 S Code Title 7, Chapter 2$.03 {Criminal Mischie�} and the Contrac�or
16 will be prosecuted to �e fulI e�tent of the Iaw.
17 b) In addition, ihe Contractar will assume allliabilities and
1& respansibilities as a result of these actio�ns.
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H. Public Na�ification Prior to Beginning Construction
1. Priar to beginning construction on any block in the project, on a block by block
basis, prepare and deliver a notice or flyer of the pending construction to the front
door of each residence or business t�►at wiIl be impacted by construction. The notice
shall be prepared as follaws:
a. Pos� notice or flyer 7 days prior to beginning any construction acti�iiy on each
block in the project area.
l} Prepare flyer on the Contractflr's letterhead and include the following
information:
a) Name af Project
b) City Project No (CPN}
c) Scope of Projeci (i.e. type of construction ac#ivity)
d) Act�al construction duration within tl�e blocl�
e) Nazne of the contractor's foreman and phane nurnber
� Name af tl�e City's inspector and phone number
g) City's after-�ours phone number
2} A sample ofthe `pre-construction notif�cation' flyer is attached as Exhibit
A.
3} Submit schedule showing the canstruction start and fnish time for eac�
block of the project to the inspector.
4) Deliver flyer to the City Inspector for rer�ievv prior to distributian.
b. 1Vo consteuc#ion will be allowed to begin on any block until ihe flyer is
delivered to all resic��nts of the block.
42 I. Public Notification aiTemporary Waier Service Interr�ption during Constz'uct[oz�
43 1. In the evenfi it becomes necessary to temporarily shut down �%vater service to
44 residents or businesses during construction, prepare and deliver a notice or flyer of
45 the pending interruption io the front doar af each affected res�dent.
46 2. Prepared notice as follows:
47 a. The notification or flyer shall be posted 24 hours prior to the temparary
48 interruption.
CITY OF FORT WORTH WS2 #o WS3 Pressure Plane Transfer
STANI7ARTJ CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. p 14b8
Revised llecember 20, 2012
4I3513-5
SPECIAL PROJECT PRdCEDURES
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Prepare flyer on the coniractor's Ietterhead azzd include the following
infor�aaation:
1) Name ofthe project
2) City �roject Numiaer
3) Date of the interruption of service
4) Period the interruption will take place
5) Name of flie contractor's fareman and phone number
6} Name oifihe City's insp�ctor and phane number
A safnple of the tezzaporaty water service interruption notification is attached �s
Exhibit B.
Deliver a capy of the ternporary inte;rruption natification to the City inspector
for revievv prior ta being distributed.
No intetruptior� of water service can occur until the flyer has been delivered to
alI affected residents and b�asinesses.
Electronic versions of the sample flyers can be obtained from the Pr�ject
Construction Inspector.
J. Coordination with Unzied States Army Corps of Engineers (USACE)
At locatians in the Project where cor�struction activities occur in areas where
USACE permits are required, maet aIl requirements set foirth in each designated
permit.
K. Coordination within Railroad Permit Areas
1. At locatians in the project where constructio� activities occur in areas vvhere
railroad permits are required, meat alI requirements set forth in each designated
railroad pernnit. This incl�des, but is not limited to, provisions for:
a. Flagmen
b. Inspectors
c. Safety trainis�g
d. Additional insurance
e. Insurance certificates
f. Other employees required to protect the right-of-way a�d property of the
Railroac� Company froin damage arising out of and/or from the construction of
the project. Proper ufiility clearance procedures shall be used in accordance
wath ihe p�rmit guideIines.
2. Obtain aay supplemental information needed to comply with the raiIroad's
requ�rements.
3. Railroad Flagrz�e�n
a. Submit receipts to City for verification oiworking days that raiiroad flagmeza
were present on Site.
L. Dust ControI
1. Use acceptable measuxes to control dust at the Site.
a. If water is used to controI dust, ca�ture and properly dispose of wastewater.
b. If wet saw cutting is perFormed, captare and properly dispose of slurry.
M. Err�ployee Parking
1. Provide parking fox employees at locafions approved by the City.
CITY OF FpRT WORTH
3TANbAT�D CONSTRUCTIOI*I SPECIFICATION I30CUIvIEN"�'S
Revised becember 20, 2012
WS2 to WS3 Pressnre Plane Transfer
City Praject No. 0146$
013513-6
SPECIAL PROJECT PRQCEBUR�S
Page 6 of S
1 1.� SUBMTTTALS [N�T USED]
2 1.6 ACTYON SUBMITTALS/INFORMAT��NAL SUBMITTALS [NOT USED]
3 l.i CLOSEOUT SUENIITTALS [NOT USED]
4 1.8 MA�NTENANCE MATER�AL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSLTR.A.NCE [N�T USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [N�T USEDJ
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
S �.12 W�RRANTY INOT USED�
9 PART 2� PRODUCTS [NOT IISED�
10 PART 3- EXECUTION [NOT U�ED]
I1
I2
END OF SECTION
Re�ision Log
DATE NAME 5�_]1VIIVIARY �F CHANGE
I.4.B — Added requirement of campliance with Health and Safety Code, Title 9.
813ll2012 D. Johnson Safety, Subtitle A. Public Safety, Chapfer 752. High Voltage Overhead �ines.
1.4.E — Added Contractor responsibility for obfaining a TCEQ Air Permit
z3
CITY OF RQRT WORTH W52 to WS3 Pressure Plane Transfer
STAT�lDARD CONSTRUCTIaN SPECIFICATION DOCUMENTS City Project No. 014fi$
Re�ised December 20_ 2012
013513-7
SPECIAL PRO]ECT PiiOCEDURES
Page 7 of 8
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Date:
ePN No.:
Project Name:
Mapsca Locatfor�:
�imits of Construct�on:
EX�3ISIT A
(To be printed on Contractor's Lett�rhead)
�
� - � �
i
,
�
,
� i � ��
i
�
1
f HIS IS �O IPl�OF�l9lI YOIi THAi UNDI�R � COi�TV�ACT 1�lT'H 71-�� CfYY O� �ORi
IiVORTb, OU� C011�PAPlY !�[LL I�O�F'C OfV U�IL.I f Y�IN�S OiV O� AROUf�9 YOUfi
P�OF+�R7Y,
cor�sr�uc�ron� �iL� ����� ����oxin�����v s�v�� �,�vs ��o� T�� �Ar�
OF iHIS AIO�IC�.
I� YOU Hi4V� QU�S�'IONS �oBOUi i�CC�SS, S�CURIiY, SA��iY OR ,�RlY 07'Fi�R
[SSI��, PL�AS� C�►��:
��, CCONTRACTOR'S StJPERIh'TENOENT> A� <TELEPHONE NO.�
�7:7
fVflr. �CI�Y 1NSPEC70R� Al' � TEL.�PHO�IE NO.�
A���R 4:50 �Ri� OR ON 16V��K�iVDS, P�EASI� CR�.LL (�17� 392 83Q6
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
CITY OF k'ORT WORTH
STANDARD CONSTRTJC7'ION SPECIFICATION DOCUNI�NTS
Revised Decemher 20, 2012
WS2 to WS3 Pressure Plane Transfer
City Project No. OI468
a� 3s i3 - s
SPECIAL PR07ECT PROCE]�UItES
Page 8 of 8
1
2
E�BiT B
Fo��r �����
�:
�o� r�s. ���
�� �:
�O°P��� O�` 1��I�����C �L��°�� �l��I��
I��'����P"����
D�JE Td IJTILITX IMPL20VE1ViENTS TN YOUR I\T�IGHS012HOOD, YOiTR
WAT�R SERVICE WILL R� INT�.RYtLJPTED ON
SETWE�N 3'k�� HOIIRS OY�' A�ND
IF'YOiT HAVE QTJESTIONS ABOL7T THIS SHUT-OUT, PL�ASE CAL.I.:
�g, AT
(CQI�TTRACTORS SUPERIl�T'I'ENDENT} (TEI.,EPHONE 1�TiT14YSER)
a�z
IIKR.
(CITY Y�iSP�CTQR)
AT
(TELEPI30NE 1�ii3MBER)
T�S IIVCdNVENIE3VCE WILL $E AS S1iOR"1' AS POSS�BLE.
THAIV�K YUII,
CON"�'RAC�'UR
3
4
CITY OF FORT WORTH
STANDAA.D CONSTRIICTTQN SPECIFiCATION DOCUNIENTS
Revised I}ecember 20, 2012
WS2 to WS3 Pressure Plane Transfer
City Project No. 01468
Ol 45 23 - 1
TESTING AND 1NSPECTfON SE7cVIGES
Page 1 of2
1
2
3 PART1- GENERAL
SECTION Q14� 23
TESTING AND 1NSPECTION SERVICES
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Testing and inspection services procedures and coordinaiion
7 B. Deviations from ihis City of Fort Worth Standard Specificat�on
8 T. None.
9 C. Related Specifcatzon Sections incl�de, but are not necessarily Iimited to:
I O l. Division 0— Bidding Requirernents, Contract Forms and Condifiions oithe Contract
11 2. Division 1-- General Requirements
12 1.2 PRICE AND PAYNIENT PROCEDURE�
13
14
15
16
i7
18
19
20
21
22
23
24
A. Measurement and Paymenfi
1. Work associated wrth ihis Iteix� is considered subsidiary to the various Iteins hid.
No separate payment wi116e allowed for this Item.
a. Contracfor is responsible for per%rming, coardinating, and payment of all
Quality Control testing.
b. City is responsible for performing and paymen� for firsi set of Quality
Assurance testing.
T) If t�Ze �rst Quality Assurance test performed by the Cify fails, the
Contractor is responsible far payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Fi�al acceptance will not be issued by City until a11 required paymenis
for testi�g by Contractor have been paid in full.
25 1.3 REFERENCES [NOT USED]
26 1.� ADMCNISTRATIVE REQTJ�REMENTS
27
28
29
30
31
32
33
34
35
36
37
38
A. Testing
T. Co�aapiete testing in accordance with the Contract Documents.
2. Coordination
a. Wiien testing is required ta be perfor�ned by t�e City, noiify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Co�atractor, notify City,
sufFzciently ita advar�ce, that tesiing will be performed.
3. Distribution of Testing Reports
a. EZectronic Distribution
1) Confirm development of Project directory �or electronic submittals ta be
upZoaded to City's Buzzsaw site, or another external FTP site approved by
the City.
CITY OF FORT WORTH W52 fo WS3 Pressure Plane Transfer
STANDEIRD COIdSTRUCTiOI�I SPECIFICATION DOCUMENTS City AmjectNo. D1468
Revised July 1, 20I Z
O 1 45 23 - 2
TESTING AND INSPECTION SERVICES
Page 2 of 2
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14
2) Upload tesi reparts ta desig�zated praject directory and notify appropriate
City representatives via email of submittal posting.
3} Hard Copies
a} 1 copy far all subtnittals submitted to the Project Representative
b. Hard Copy Distribution {if required in lieu of electronic distribution)
1) T�sts performed by City
a) DistriUute 1 hard capy to the Contractar
2} Tests perfarix�ed by tk�e Cantractor
a) Distribute 3 hard copies to City's Project Representative
4. Provide City's Project Representative with trip tickets for each delieered load of
Concrete or Lime material incIuding the foIlovvi�g information:
a. Name of pit
b. Date af delivery
c. Material delivered
15 B. Inspection
1b 1. Inspection or Iack of inspectian daes not relieve the Contractor from obligation to
17 perfor�n work in accardance with the Col�tract Documents.
18 L� SUBNIITTALS [NOT USED]
19 1.6 ACTION SUBMITTALS/INFO1tMATI�NAL SUBMT.�TAL� [NOT USED]
20 1.�' CL05EOUT SLTENIITTALS [NOT USED]
2I 1.8 MAINTENANCE MATERIAL SITSMITTALS [NOT USED]
22 1.9 QUAL�TY ASSUR.ANCE [NOT USED�
23 1.14 DELIVERY, �TORAGE, AND IIANDLING [NOT USED]
24
25
111 FIELD [SITE] CONDITIONS [NOT USED]
1.1� WARRANTY [NOT USED]
26 PART 2- PRODUCTS [NOT USED]
27
28
29
PART 3 - EXECUTION [NOT USED]
END OF SECTYON
Revision Log
D1�TE NAME StJMMARY OP CHANGE
T
CITX OF FORT WORTH
STAAlDARb CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 f
WS2 to WS3 Pressure Plane Transfer
City Project No. 0 T 468
OI5000-1
TEMPOKARY PACILITIES ANI3 CONTROLS
T'age 1 of 4
�
2
sECTrorr oi sa ao
TEMPORARY FACILITIES ANT� C�NTROLS
3 PART 1 - GENERA.L
4 1.1 SiJ 1VIMARY
5 A. Section Includes:
6
7
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9
10
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12
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14
1. Provide temporary facilities and cozatx'ols needed far the Work including, but not
necessarily limited to:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the coiistruction site .
B. Deviations from this City of Fort Worth Standard Speci�cation
1. None.
15 C. Related Specification Sections include, bui are noi necessarily lunited to:
16 1. Division 0— Bidding Requirements, Contract Porms and Conditions ofthe Cantract
17 2. Division 1— General Requirements
18 1.2 PRICE AND PAYIVIENT PROCED�JRES
19 A. Measuremen# and Payment
20 1. Work associated with this Item is considered subsidiary to the various Items bid.
21 No separate payment will be allowed for tl�is Ite�n.
22 1.3 REFERENCES [NOT USED]
23 1.4 ADMiNISTRATIVE REQUIREMENTS
24
25
26
27
28
29
30
3l
3z
33
34
35
36
37
38
39
40
A. Temporary UtiIities
1. Obtaining Temporary Service
a. Make arrangements with utility service companies for tet�aporary services.
b. Abide by rules and xegulatians of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service casts until Wark is approved for Fina1
Acceptance.
1) Tncluded are fuel, power, light, heat a�d other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and i� connection vvith Work io be
pe:rfor��ed and for specified tests of piping, equipment, devices or other use as
required for the completion oithe Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City's Project Represe�tatives.
c. Coordination
1} Contact City l week before water for construction is desired
CITY DP I'ORT WORTIi WS2 to WS3 Pressure Plane Traasfer
STANDARD CONSTRUCTION Sl'ECIFICATION DOCUMENf S City Project Ido. 0146$
Revised 7uly 1, 2D11
oisoao-z
TEMPORARY FACILITIES AT�D CONTRQLS
1'age 2 of 4
1
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34
40
4l
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5.
d. Contrac#or Payment for Canstruction Water
1) Obtain construction water meter frozn City for payment as billed by Cify's
estabIished rates.
3. Electricity and Lighting
a. Provide and pay for e�ectric powez'ed service as required for Work, including
#esting of Work.
1) Provide power for lightiz�g, operation of equipment, or other use.
b. Electric power sarvice includes temparary power service or generator to
maintain operaiions during scheduled shutdown.
Telep�one
a. Provide einergency te�ephane service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
Temporary H�at and VentiIatian
a. Provide temporary heat as necessary far protection or completion of Wark.
b. Provide temporary heat and vel�tilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Camply with regulations af State and loca] deparimants of health.
2. Enforce use af sanitary facilities by consf�uction perso�el at job site.
a. Enclose and anchor sanztiary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
prabiem.
d. Haul sewage and waste of� site at no less than weekly inter�als and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Si#e and keep clean and mainiained througlaout Project.
4. Remove facilities at completian of Project
C. Starage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facili�ies with floor
above ground level for materials and equipment susceptible to weather damage.
2. Starage of materials not susceptible to weather dazxzage may be on blocks ofF
ground.
3. Stare materials in a neat and orderly mann�r.
a. PIace materials and equipmez�t to permit easy access for identificatian,
inspection and inventory.
4, Equip building with lockable daors and lighting, and provide electrical se:rvzce �or
eyuipmen# space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary struc�ures �o pz'o�ide draznage away from
temparary and existing buildings.
6. Remove buildan�g from site prior to Final Acceptance.
�42 D. Temporary Fencing
43 �. Provide and maintain for the duration or canstruction when requir�d in contraci
44 docu�nents
4S E. Dust Cantral
CITY OF FORT WORTH
STA,NDARD CONSTRUCTION SPECIFICATIOI�T 1�OCi3MENTS
Revised 3uly l, 2011
WS2 to W53 Pressure Plane Transfer
City Project No. � 1468
1
2
3
4
5
6
7
8
7
10
11
015000-3
TEMPOT2AItY FACILiTfES AND CONTROLS
Fage 3 of4
1. Contractor is responsible for maintaining dust cantrol thraugh the duratian ofthe
project.
a. Gontractor remains on-call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weathe r.
1.5 SUBNIITTALS [NOT USED]
1.6 ACTYDN SUSMITTALS/INFORMATIONAL SUBNIITTALS [NOT USED]
�.7 CLOSEOUT SUL'1VIITTALS [NOT USED�
1.8 MAINTENANCE MATERIAL SUENIITTALS jNOT USEDj
12 1.9 QUALITY ASSIJ�tANCE [NOT USED]
13 1.I0 DELNERY, STORAGE, AND IIANDLING [NOT USED]
l4 I.11 FIELD [SITE] CONDITIONS [NOT USED]
15 1.1� WARRANTY [NOT U�ED]
16 PART 2- PRODUCTS [NOT USED]
17 PART 3- EXECUTION [NOT USED]
1 S 3.1 INSTALLERS �NOT USED]
19 3.� EXAMINATION [NOT USEDJ
24 3.3 PREPARATION [NOT USED]
21 3.4 INSTALLATION
22 A. Temporary Facilities
23 1. Maintai� all temporary facilities far duration of canstruciion activities as needed.
24 3.5 [R.EPAIR] / [R.ESTORATION]
25 3.6 RE-INSTALLATI�N
26 3.'� FIELD [ou] SITE QUALITY CONTROL [NOT USED]
27 3.8 SYSTEM STARTUP jNOT USED]
28 3.9 ADJUSTING [NOT USED]
29 3,10 CLEANING [NOT U�ED]
30 3.11 CLOSEOUT ACTIVITIES
31 A. Temporary Facilities
CITY OF FORT WORTH WS2 to WS3 Pressure Plane Transfer
STAN]�AI� CONSTRUCTIOI� SPEGIFiCATIQN DbCUMENTB City Project No. 01468
ILevised July 1, 2011
OI5000-4
TEMPORARI' FACILITIES AND CONTROLS
Page 4 of 4
1 l. Remove all temporary facilitzes and restare area after completion of ihe Work, to a
2 condition eq�al to or better than priar to start of Work.
3 3.1�. PROTECTION [NOT LTSED]
4 3.13 MA�NTENANCE [NOT USED]
5 3.14 ATTACHIV�NT� [NOT USED]
6 END OF SECTZON
7
Revision Log
DATE Nf1ME SUMMARY OF C1�.NGE
CITY OP FORT WORTH WS2 to WS3 Pressure Plane Transfer
STANDARD CONSTRUCTTON SPECiFICATION DOCUMENT� City Project No. OI468
Revised Jnly 1, 2011
O 1 55 26 - 1
ST�ET USE PERMIT AND MODIFICATIOI�S TO TRAFFIC CONTROL
Page 1 of 3
1
2
SECTION O1 5� �6
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART ]. - GENERAL
4 1.1 SUMMAitY
5
6
7
8
9
10
1]
12
13
14
15
A. Section Tncludes:
1. Administraiive procedures for:
a. �treet Use Permi�
b. Modification of approved iraffic control
c. Removal of Street Signs
B. Deviafions from this City of Fort Wort� Standard Specification
1. None.
C. Relafied Specifica�ion Sections include, but are not necessarily limited to:
1. Division 0— Biddi�g Require:rnents, Contract Forms and Conditiozls of Y1�e Contraci
2. Division 1— General Requirements
3. Section 34 71 13 — Traf�xc Control
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associafed with this Item is considered subsidiary to the various Items bid.
l9 No separate pay;nent will be alIowed �or this Item.
20 l.3 REFERENCES
21 A. Reference Staa�dards
22 1. Reference standards cited in this specification refer to tlie current referenae standard
23 pubIished at the fiime oifihe latest revision date logged at the end of fihis
24 specification, unless a daie is speci�Zcally cited.
2S 2. Texas Manual on Uniform Traif c Control Devices (TM [ JTCD).
26 1.4 ADMiNISTRATIVE REQUIREMENTS
27
2S
29
30
31
32
33
34
35
36
37
38
A. Traffic Control
L General
a. When traffic control plans are �ncluded i� the Drawi�gs, provide Traf�ic
Control ir� accordance with Drawings and Section 34 71 13.
b. When traffic conteol plans are no� included in the Drawings, prepare traffic
control plans in accordanee with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days for review ofproposed Traff'ic Control.
B. Street Use Permit
1. Prior to installation of Traff'ic Confrol, a City 5treet Use Permit is required.
a. To obtain Streei Use Permi�, s�bmit Traffic Control Plans to Ciiy
Transportation and Public Works Departnrzent.
GiTY QP FORT WORTH W52 to WS3 Pressure Plane Transfer
S'T'AN17AR17 CONSTitUC7'ION SPECIFICATION DOCiTMENTS City Project No. 01465
lZevised July 1, 201I
01552G-2
STREET USE PERMIT AND MODIPICATIdNs TO TRARFIC CONTRdL
Page 2 of 3
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2
3
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7
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25
1} Allow a minimutn of 5 working days for pennit review.
2) Contractar's responsibility to coordinate review of TrafF'ic Control plans for
Street Use Perxzait, such that construction is not delayed.
C. Modification to Approved TrafF'ic Control
1. Priar #o instaIlation trafFic control:
a. Submit revised traffc control plans to City Department Transportation and
Public Works Departmet�t.
1) Revise Traff'ic Control plans i� accordance with Section 34 71 13.
2) A11ow minimum 5 working days for re�iew of revised Traffic Control.
3) It is t�ie Con#ractor's responsibility to coordi�ate review of Traffic Control
plans for Street Use Pertxait, such that construction is not delayed.
D. Removal of Street Sign
1. If �t is determined that a street sign must be removed for construction, fihen contact
City Transportation and Public Works Departzn�ent, Signs and Markings Division ta
remove ihe sign.
E. Texnparary Signage
l. In the case of regulatory signs, replace permanen� sign �ith temporary sign �neeting
requirements oFthe latest edition o�the Texas Manual on Uniform Traffic Control
Devices (MUTCD).
2. Tnsta�l temporary sign befare the removal af permanent sign.
3. Whe�l construction is complete, to �he extent that the permasient sign can be
reinstalled, contact the City Transportation and Public Works Depart�ient, Signs
and Markings Di�ision, to reinstall the permanent sign.
F. Tr�c Control Standards
1. Traffic Control �tandat'ds can be found on the City's Buzzsaw website.
26 1.5 SiJBMITTALS jN4T USED]
27 l.b ACTIQN �[TBMITTAL�/INFOTtMATIONAL SUBMTTTALS [NOT [TSED]
28 1.7 CLOSEOUT SUBMIT'TALS [NOT USED]
29 1.8 MAINTENANCE MATERIAL SUSMITTALS [NOT USED]
30 19 QUAL�TY ASSURANCE [NOT USED]
31 110 DELIVERY, STORAGE, AND HANI}LING [NOT USED�
32
33
1.11 FIELD [�ITE] CONDITIONS [NOT USEDI
1.1� WARRANTY [NOT USED]
34 PART 2- PRODUCTS [NOT USED]
35 PART 3- EXECUT�ON [NOT USED]
3b END OF SECTION
CITY O�' FORT WORTH
STANDARD CONSTRUCTIOI� SPECIRICATION DOCUMENTS
Revised duly 1, 2d 11
WS2 to WS3 Pressure Plane Transfer
City Project No. 01468
015526-3
STREET US� PERM17't�ND M017TPTCATIONS TO TRAFFIC CONTROL
Page 3 of 3
Revisian Log
DATE NAi1� SUMMARY OF CHANGE
2
CIT'Y OF FORT WORTH WS2 to WS3 Pressure Plane Transfer
STANDARD CONSTRUCTION SPEGiF�CAT[OI*I DOCLTMENTS City Project I�Io. Di468
Revised July 1, 2011
015713-1
STORM WATERPOLLUTION PILEVETTTION
Page 1 of 3
1
2
SECTION 01 �913
STORM WATEIZ POLLUTION PREVENTION
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 �. Procedures for Storm Water Pollution Prevention Plans
7 B. Deviations from this City of Fort Worth Standaxd Speci�cation
8 1. No�ne.
9 C. Related Speci�cation Sections include, but are not necessarily limited to:
10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the
1 � Contract
12 2. Division 1— GeneraI Requzrements
13 3. Section 31 25 00 — Erosion and 5edimen� Control
14 1..2 PRICE AND PAYMENT PROCEDiJI2ES
15
lb
17
18
19
aa
A. Measurement and Payment
l. Consfruction Activities resuiting in less than 1 acre of disturbance
a. Work associated with this Itein is considered subsidiary ia 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 Paymeni shall be in accordamce vvith Section 31 2S 00.
21 1.3 REFERENCES
22 A. Abbreviaiions and Acronyms
23 1. Notice of Intent: NOI
24 2. Natice of Termination: NOT
25 3. Sform Water Pollution Prevention Plan: SWPPP
2b 4. Texas Commission on Enviroz�.tnenta� QuaIity: TCEQ
27 5. Natice of Change: NOC
28
24
30
31
32
33
A. Reference Standards
1. Reference standards cited in this Specification refer to the current referenc�
standard published at th� time of the latest revision date �ogged at the end of this
Specification, unless a date is specifically cited.
2. Integrated Storm Managemeni (iSWM) Technical Manual for Co�zstruction
Conirols
34 1.4 ADMINISTRATIVE REQUIR.EMENTS
35 A. General
36 l. Contracto r is responsible for resolution and payment of any fines issued associated
37 with compliance to Stormwater PoIIution Yrevention Plan.
CITY OF FORT WORTH WS2 to W53 Pressure Plane Transfer
STANDARI] CONSTRUGTION SPECIFICATIOAI DOCUMENTS City Project No. 01468
Revised 7uly 1, 2011
015713-2
STO1tIvI WAT�R POLLUTION PREVENTIDN
Pa$e 2 of 3
B. Construction Activities resuitirig in:
2 1. Less than 1 acre of disturbance
3 a. Pror+ide ez'osion and sedimeni contral in accardance with Section 31 25 00 and
4 Drawings.
5 2. I to less than 5 acres o� disturbance
b a. Te�as Pollutant Discharge Elimination System (TPDES} General Constructian
7 1'ermit is required
8 b. Complete S WPPP in accordance with TCEQ requirements
9 1) TCEQ 5ma11 Construction Site Notice Required under general permit
10 TXR150Q00
11 a) Sign and post at job site
12 b) Prior to Preconstruction Meeting, send 1 co�y to City Department of
13 Transportation and Public Works, Environmental Division, {S 17) 392-
14 60�8.
15 2) Provide erosion and sedimen� cantrol in accordance with:
16 a) Section 31 25 00
17 b) The Drawings
18 c) TXR150000 Gez�eral Perx�it
19 d) SWPPP
20 e) T�EQ requirements
21 3. 5 acres or more of Disturbance
22 a. Texas Pollutan� Discharge EIimination System (TPDES) General Constnzction
23 Permit is required
24 b. Complete SWPPP in accordance with TCEQ requirements
25 1) Prepare a TCEQ NOI form and submit to TCEQ along witl� required fee
26 a) Sign and post at job site
27 b) Send copy io City D�parfinent of Transporiatian and Public Warks,
28 Environ�aental Dz�ision, (8J 7) 392-6088.
29 2) TCEQ Natice o�Change required if making changes or updates to NOI
30 3} Pravide erosioz� and sedi�nae�t co�trol in accordance with:
31 a) Section 31 25 00
32 b} Tt�e Drawings
33 c) TXRI50000 General Permit
34 d) SWPPP
35 e) TCEQ requirements
36 4) Once the project has been completed and all the closeout requirements of
37 TCEQ have baen met a TCEQ Notice of Tern2ination can be submitted.
38 a) Send copy to City Department of Transpartation and Public Works,
39 Enviranmental Dieision, ($17) 392-60$8.
40 1.5 SUBMITTALS
41
42
43
44
45
46
A7
A. S WPPP
l. Submit in accordance with Section 01 33 00, except as stated herein.
a. Prior to ihe Preconstruction Meeting, subnEait a draft copy of SWPPP io the City
as follows:
1) 1 copy to the City Projec� Manager
a) City Project Manager wi11 forward to the City Department of
Transportation and Public Works, En�ironrnentaI Division for re�iew
CITY OF FORT WOATH
STI�NAAI2D GONSTRUCTTON SPECIPICATIdN DdCUMENTS
Revised 7uly 1, 20I 1
WS2 to WS3 Pressure Plane Transfer
Ciry Project No. 01468
015713-3
STORM WATER POLLUTIQN PREVENTTON
Page3 pf3
1 B. Modified SWPPP
2 1. If ihe SWPPP is revised during coz�struction, resubznit �odifed SW��� to the City
3 in accordance with Section Ol 33 Q0.
4 L6 ACTION SUBMITTALS/INFORMATIONAL SUBNIITTAL� [NOT USED]
5 1.7 CLOSEOUT SUBNIITTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUSNIITTAL�S [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.1a DELIVERY, STORAGE, AND HANDLTNG [NOT USED]
9 L11 FIELD [SITE� CONDITIONS jNOT USED]
10 1.1Z WARRANTY [NOT USED]
I I PART �. - PRODUCTS [NOT USED]
i2 PART 3- EXECUTION [NOT USED]
13
14
END OF SECTION
Revision Log
DATE NAME SL)MMARY OF GHANGE
l5
CITY OF FORT WdKTH W52 to WS3 Pressure Plane Transfer
STANDARD CONSTRUCT'ION SPECIFICATION DOCUMENTS Ciry Project No. 01468
lZevised 7aly 1, 2011
015813-I
T�MPOKARY PROJ�CT SIGNAGE
Page 1 of 3
1
2
3 PART1- GENERAL
4 l . ]. SUMMARY
�ECTION U15813
TEMPQRARY PROJECT SIGNAGE
5 A. Sectioz� i�acludes:
6 1. Temporary Project Signage Requirements
7 B. Deviations frorn this City of Fort Worth Standard Specifcation
8 1. None.
9 C. Related Specificat�on Sections include, but are not necessarily Iimited io:
IO 1. Divi�ian 0— B�dding Requiretnents, Cantract Forms and Condiiians of the Cantract
11 2. Division 1— GeneraI Requirements
12 1.2 PRICE AND PA�ZMENT PROCEDiTRES
13 A. Measurement and Payment
14 1. Work associated with this Ttem is considered sui�sidiary to the various Ttems bid.
15 No separaie payme�t will be allovved for this Ite��.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT U�SED]
18
19
20
2I
i.� �UBIVIITTAL� [NOT USED]
1.6 ACTION SITBNIITTAL�/INFORMATIONAL SUBMITTALS [NOT USED]
l.i CLOSEOUT SUBNIITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUSMITTALS [N�T USED]
22 1.9 QUALITY ASSiJRANCE [NOT USED]
23 1.1Q DELIVERY, STORAGE, AND IIANDLING [NOT USED]
24 111 FIELD [SITE] CONDITIONS [NOT USED]
25 1.1�. WARRANTY [NOT USED]
26
27
28
29
30
31
PART 2 - PRODUCTS
2,.1 OWNER-FURNISHED �oa] OWNER-�UPPL7EDPRODUCTS [NOT USED]
2.2 EQUIPMENT, PRODUCT TYPES, AND MATERTALS
A. Design Criteria
1. Provide free sianding Project Designation Si� in accordar�ce with City's Standard
Details for project signs.
CIT'I' OF FORT WORTH WS2 to W53 Pressure Plane Transfer
STANDARD CONSTRUCTION SPECIFICATION TaOCU MENTS City Project No. 01465
Revised July 1, 2011
O1 58 13 - 2
TENfPOR.ARY PRO.TECT SIC',NAGE
Page 2 of 3
1 B. Materials
2 1. Sign
3 a. Constructed of 3/4-inch �r plywood, grade A-C {exterior) or better
4 �.3 ACCESSORIES [N�T USEDJ
5 �.4 SOURCE QUALITY CONTROL [NOT USED]
6 PART 3 - EXECUTI�N
7 3.1 �NSTALLERS [NOT USED]
S 3.2 EXAII�TATION [NOT USED]
9 3.3 PREPAI�ATION [NOT USED�
10 3.4 INSTALLATION
11 A. General
12 1. Provide �+ertical installation at extents of project.
13 2. I�elocaie sign as n�eded, upori requesi oii iize Ciiy.
14 B. Mounting options
15 a. Skids
16 b. Posts
17 c. Ba�zcade
18 3.5 REPAIIt. l RESTORATION [NOT USED]
19 3.6 RE-INSTALLATI�N [N�T USED]
20 3.i FIELD [ox� SITE QUALITY CONTROL €NOT U�ED]
21 3.8 SYSTEM STARTUP [NOT USED]
22 3.4 ADJUSTING [NOT USED]
23 3.10 CLEANING [NOT USED]
24 3,11 CLOSEOUT ACT�VITIES [NOT U�ED]
25 3.1� PROTECTION [NOT U�ED]
26 3.13 MAINTENANCE
27 A. General
28 1. Maintenance will include painting and repairs as needed or directed by �he City.
29 3.14 ATTACHIVV�NTS [NOT USED]
30
31
END OF SECTYON
CIT'Y OP FORT WORTH W52 Eo WS3 Pressure Plane Transfer
STAN]�AIt7] C�NSTRUCTION SPECIFICATION DOCUMENTS City Projeci No. 01468
Revised July 1,2011
O158I3-3
TEMPOR.ARY PROJ�CT 51GNAGE
Page 3 oi3
Revision Log
DATE NAME SUMMAFZY OF CHANGB
CITY OF FORT' WORTH W52 To W53 Pressura Plane Transfer
STANDARD CONSTRUCTION SPECIFICATION DOCLJIvIENTS Ciry Praject Na. 01468
RevisecE 7uly 1, 20ll
016000-]
PRODUCT REQUIRENIENTS
Page 1 of 2
1
2
3 PART1- GENERAL
SECTION 0160 00
PRODUCT REQUIREMENTS
4 L 1 SUMMA RY
5 A. Section Includes:
6 l. References for Froduct Requirements and City Standard Products List
7 B. Deviations from this City af Fort Worth Standard Speci�cation
8 1. Nos�e.
4 C. Related Speci�catioz� Sectians include, but are not necessarily Iirr�ited to:
I O 1. Division 0— Bidding Requirements, Confract Forms and Conditions of the Contract
11 2. Division 1-- Generat Requirements
12 J..2 PRICE AND PAYII�NT PROCEDiIRES [NOT USED]
13 1.3 REFERENCES [NOT USED]
14 1.4 ADMINISTRATIVE REQUIREMENTS
15
16
l7
I8
19
20
21
22
23
24
25
26
z�
2S
29
30 �..5
A. A list of City approved products for use is located on Buzzsaw as follows:
1. Aesources102 - Construction DocumentslStandard Products List
B. Only products specifically included on City's Standarc� Peoduct List in these Coniract
Documents shall be aIlowed far use on the Project.
I. Any subsequently approved products wilI only be allowed for use upon specific
approval by the City.
C. Auy speci�c product requirements in the Contract Documents supersede sixnilax
producis included on the City's S#andard Product List.
1. The City reserves the right fio not allow products to be used for certain projects even
though the praduct is listed on the City's Sta�ndard Product List.
D. Although a specific proc�uct is incIuded on City's Sta�adard P:roduct List, not aIl
products from that manufacturer are approved for use, including but not Iimited to, that
rnanuiact�arer's standard product.
E. �ee Section 01 33 00 for submiital requiremenis of Praduct Data included ora City's
Standard Product List.
SUBMITTALS [NOT USED]
31 1.G ACTION SUBMITTALS/IlVF�RMATIONAL �UBM�TTALS [NOT USED]
32 i.'� CLOSEOUT SUBNIITTAL� [N�T USED]
33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
34 1.9 QUALITY ASSURANCE [NOT U�ED]
CITY OF FORT WORTH W52 to W53 Pressure Plane Transfer
STAI�DARD CONSTltUC7TON SPECIFICATTON DOCUMENTS City Froject No. 01468
Revised Dece►nber 20,2012
oi6000-z
PRpDUCT REQUIREMENTS
Page 2 of 2
L10 DELIVERY, STORAGE, AND HANDLING [l�QT USED]
2 1.11 FIELD [SITE] CONDYTYONS �NOT USED]
3 1.1Z WARRANTY [NOT USED]
4 PART 2- PR�DUCTS [NOT USED]
5 PART 3- EXECUTION [NOT USED]
6 END OF �ECTION
7
Revision Log
DATE Nf1ME Si7MMARY OF CI�ANGE
I 0/12/l2 D. Johnson Modified Location of City's Standard Producf List
C1TY OF FORT VJOFZTH WS2 to WS3 Pressure Plane Transfer
STANDARD CDNSTRUCTION SFECIFICATION TJOCiJNCENTS City Projectl�Io. U1468
Revised Dace,nber 20, 2012
oi6soo-1
1'RObYJC�' S7ORAGE AND � IANDLIT�IG REQUIREMENTS
Page 1 of 4
1
2
SECT�ON Ol 66 00
PRODUCT �TORAGE AND IIANIDLING REQi.JIREMENTS
3 PART1- GENERAL
4 ].� SLFMMARY
5
6
7
8
9
10
�1
12
I3
14
15
16 1.2
A. Section Includes:
1. ScheduIing of p�oduct deiivery
2. Packaging of product� �or delivery
3. Protection af products against dainage from:
a. Handli�g
b. Exposure to elements or harsh enviromnents
B. Deviatians from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections incIude, but are not necessaxily Iixzaited to:
1. Division U— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRiCE AND PAYLI�NT PROCEDURES
17 A. Measure�x�ent a�ad �ayment
18 �. Wark associated with this Item is considered subsidiary to the various rtems bid.
19 No separate payznent will be aIlowed for this Item.
20 1.3 REFERENCE� [NOT USED]
21 1.4 ADMIl�IISTRATIVE REQUYREMENTS [NOT USED]
22 1.5 SUSNIITTALS [NOT USED]
23 1.6 ACTION SUBMITTALS/INFORMATTONAL SUBNIITTALS [NOT USED]
24 1.7' CLOSEOUT SUBNIITTALS [NOT USED]
25 1.8 MAiNTENANCE MATERIAL SUBNIITTALS [NOT USED]
26 1.9 QUALITY ASSiJ1tANCE [NOT USED]
27 1.10 DELNERY AND HA.NDLING
28
29
30
31
32
33
A. Delivery Requirements
1. Schedule delivery oi products or equipment as required to allow timely installation
and to avoid prolongec� storage.
2. Provide appropriate personneI and equiprnent to receive deliveries.
3. Delivery trucks will not be permitted to wait exfended periods of time on the Site
for personnel or equipment io receive the delivery.
CiT1' OF FORT WOR�'H WS2 to W83 Pressure Plane Transfer
STANDARD CONSTItUCTJQN SPECIFICATION DbCi.]MEI*�TS CiTy i'raject 1�Co. 014G8
Revised 7uly 1, 2011
OI6b00-2
PROIaUCT STORAGE AND HANDLING REQUIT�Iv1EN'f5
Page 2 of 4
I 4. Deliver products or equipment in �nanufacturer's original unbroken cartons oz' ot�er
2 containers designed and constructed to pro�ect the contents from physical or
3 environmental damage.
4 5. CIearly and fu11y mark and identify as to manufacturer, iiem and installatio�
5 location.
6 6. 1'rovide manufact�rer's anstructions far storage and handling.
7 B. Handling Raquirements
8 1. Handle products or eq�ipment in accordazace vvith these Contract Docuu�nnents and
9 manufaciurer's recoxn�aaendations and instructions.
la
lI
12
13
14
zs
I6
I7
I8
14
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
3$
C. Storage Requirements
1. Store materials iz� accordance with manufacturer's recommendations and
requirements of �ese Specifications.
2. Make necessary provisions for safe storage of naaferials and equipmant.
a. Place loose soil mate;rials and materials to be incorporated into Work to prevent
damage to auy part of Wark or existin� facilities and to t�aaintain free access at
all times to all parts of Work and to utili�y setvice company installations in
vicinity of Work.
3
4.
5
S
9.
lfl
Kee� i-r�aief-ials aiid ec�ui�iiiei�t i�eaily aiid cor�i�acily sto�ed ii� locatio�s tlaat will
cause minimum inconvenience io other contractors, public travel, adjoining owners,
tenants and occupants.
a. Arrange storage to provide easy access for inspection.
Restrict storage to areas available on construction site for storage oi material and
equipment as shown on Drawings, ar approved by City's Project Represex�taiive.
Pro�ide ofF site storage and protection when on-site storage is not adequate.
a. Provide addresses of and access to off-site storage locations for inspection by
City's Projeci Representa�ive.
6. Do not use lawns, grass plots or other pxivate property for storage purpases without
writteza pertnission of owner or ather person in possession or control of premises.
7. Store in manufacturers' unopened containers.
Neatly, safely and compactly stack materials deli�ered at�d stored alox�g Iine of
Work to a�oid inconvenience and danaage to property owners and general pub�ic
ancl. maintain at least 3 feet from fire hydrant.
Keep public and prieate driveways and street crossings open.
Aepair or replace damaged lawns, sidewalks, streets or other zts�pro�ernents to
satisfaction af City's Project Representative.
a. Total length which materials may b� distrib�zted along route o£construction at
one time is 1,a00 linear feet, unless otherwise approved in writi�g by City's
Project Representative.
CiTY OF FdRT WORTH
STANDARD CONSTRUCTION SPECIRICATION BdCi3M�NTS
Revised July 1, 2011
WS2 to 'VJS3 Pressure Plane Transfer
City Project No. 01468
016600-3
PRODUCT STORAGE AND HANDLING RCQilIREMENTS
Page 3 of4
� 1.11 FrELD [SITE] CONDITIONS �NOT USED]
2 1.1� WARRANTY [NOT USED]
3 PART � - PRODUCTS [N�T USED�
4 PART 3 - EXECUTION
5
6
7
8
9
10
11
3.1 INSTALLERS [NOT USED]
3.2 EXANIINATION [NOT U�ED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.S REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [ox] STTE QUALITY CONTR�L
12 A. Tests and Inspections
13 1. Znspect aIl praducts or equipment delivered to the site priar to unloading.
14 B. Non-Conforming Work
15 1. Reject all products or equipment that are damaged, used or in any ot�er way
16 unsa�isfactory �'or use an the project.
17 3.8 SYSTEM STA R.TUP [NOT USED]
18 3.9 ADJUSTING [NOT USED]
19 3.10 CLEANING [NOT USED]
20 3.11 CLOSEOUT ACTIVITYES [NOT USED)
21
22
23
24
25
26
27
28
29
3�
3.12 PROTECTION
A. Protect a11 products or equipment in accordance with manufachu-er's written directions.
B. Store products or equipment in location to a�otd physical damage to ifiems while in
storage.
C. Protect equipaaaent from exposure to eiements and keep thoroughly dry if required by
the manufact�rer.
3.13 MAiNTENANCE [NOT USED]
3.14 ATTACHMENTS [N�T USED�
I �l►11=�] �.� �L�]! Y. C�]►1
CITY OF FORT WORTH WS2 to WS3 Pressure Plane Transfer
STAI�IDARD CONSTRUCTTON SPECIFICATIQN DOCUMENTS City Project No. 01468
Revised July 1, 2011
016600-4
PRQDFJCT STORAG� AND HANDLING REQ1[JTREMENTS
Page 4 of4
Revision Log
DA'I'� NAME SUMMARY OF CI�NGE
CTTI' OF PORT WORTH 'WS2 to WS3 Pressure Plane Transfer
STANDARD CONSTRUCTIOTT SPECIPICATIpN DOCUMENTS Cily Project No. 01468
Revised 7uly 1, 2011
OI7000-1
MOBILIZATION ANA REMOBILiZATIpN
Page 1 of4
2
SECTYON 01 q0 00
MOBILIZATION AND REMOBILIZATION
3 PART1- GENERAL
4 l.l SUMIHIA.RY
5
6
7
8
9
10
lI
12
13
14
15
15
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
�1�1
45
A. Section Includes:
1. Mobilizatio�a aa�d DenaobiIiza�ion
a. Mobilizafiion
1) Transportaiion ofContracto:r's pe�•so�anel, equipzaaer�i, and operating s�pplies
to the 5ite
2} Establishmeni of �ecessary general :Facilzties for tbe Contractor's operatio�a
at the S ite
3) Premiums paid for perfor�nance and payment bonds
4) Transportation of Contractoi�'s personnel, equipment, arid operating supplies
to ano#her location wifhin the designated Site
5) ReIocation of necessary generaI facilities for the Cantractor's operation
from I location to another Iocation on the Site.
b. Deinobilizat�on
1) Transpot�ation of Contractor's personnel, equ�pment, and operating supp�ies
away from the Site including disass�mbIy
2) Site Clean-up
3) Removal of aII buiIdings and/or other facilities assembled at the Site for this
Contxact
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contraci.
2. Rer�obilization
a. Remobilization for Suspension of Work specificalIy required in the Cont�act
Docu�nents or as required by City includes:
1 } Demobilization
a) Transportaiion af Cantractor's personnel, equipmeni, and operating
supplies from the Site including disassembly or temporarily securing
equipment, s�appIies, and other facilities as designated by the Contract
Documents necessary to suspend �he Work.
b) Site Clean-up as designated in the Contract Documents
2} Remobilizaiion
a) Transportation of Contt�actor's personne�, equipment, and opet•a#ing
supplies to the Site necessary to resume the Wark.
b) Establishznent of necessary gezaeral facilities �or the Contractor's
operation at the Site necessary to resume the Work.
3) No Payments will be mad� far:
a) Mobflizatian and Demo�ilization from 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 DemobiIization for M�scellaneous Projects
a. Mobilization and Demobilization
ciT�. a� xonr woRTx
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 22, 2016
W52 to WS3 Pressure Plane Transfer
City Praject Na. 01468
o� �000-z
MOBILIZATIOM AND RCMdB1L1ZATTON
Page 2 of 4
1
2
3
4
5
6
7
8
9
1D
11
12
i3
]4
15
l6
17
rs
19
20
1) Mobilization shall consist of the activities and cost on a Work Order bas�s
necessary for:
a) Transportation of Co�tractor's personnel, equipment, and operating
supplies to the Site %r the issuec� Work. Ordez'.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site for the issued Work Order
2) DeinobiIization shall cansisi of the activities and cost necessary for:
a) Transpor-tation af Contractor's personnel, equipment, and ape�'ati�ag
supplies from the Site including disassembly for each issued Wor1c
Order
b) Site Clean-up far each issued Wark Order
c) Removal of all buildings or othez' facilities assembled at the Si�e for
each Work Oder
b. Mobilization and Demobilization do not it�.ciude acti�ities for specific items of
work for which payment is pro�ided elsewhere in the contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobiliza�ion for Miscellaneous Projecis when directed by the City and the
mobilizatioz� occurs wiihin 24 haurs of t.�ie issuance of the Work Order.
B. Deviatians fronci tihis City of Fort Worth �tandard Specificatian
1. Nane.
21 C. Related Specifica.tion �ectians include, but are not necessarily limited �o:
22 1. Division 0--- Bidding Requirements, Contracf Forms and Conditions of the Contract
23 2. Di�isian 1— General Requirements
24 1.� PRTCE AND PAYN�NT PROCEDiTRES
25
26
27
28
29
30
31
32
33
34
35
3b
37
38
39
40
41
42
43
44
45
A6
A. Measurement and Paymeni
1. Mobilization and Demobilization
a. Measure
1) This �tem is considered subsidiary to the various Ttems bid.
b. Payment
1) The work perform�d and materials fi�rnished in accordance with this Item
are subsidiary to the �arious rtems bid and no ot�er connpensation �%vill be
allowed.
2. Remobiliza�ion for suspension of Wark as specifically required in the Contract
Documants
a. Measurement
I) Measurement for this Item shall be per each remobilization performed.
b. Payment
1) The vvark performed and �naterials furnished in accordance with this Item
and measured as pravided under "Measurement" will be paid for ai the unit
price per each "Specified RemohiIizatian" in accot•d.ance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remabilization as described in Section I.1.A.2.a.2)
d. No payments will be xnad� for standby, zdle time, or lost profits associated this
Item.
CITY O� FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 22, 2016
VVS2 to 'V(�53 Pressure P[ane Transfer
City Project No. 01468
ol�ooa-3
MOBILiZATION AND REIV�OBILIZATIOI*I
Page 3 of4
1
2
3
4
5
6
7
S
9
10
11
12
13
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21
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23
24
25
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32
33
34
35
36
3. Remobilization for suspension of Work as req�ired by City
a. Measureinent and Payment
1) This shaII be subnnztted as a Contract Claim in accardance with Article 10
of se�tfo� oa �2 ao.
2) No payt�ents vviil be nriade for standby, idle time, or lost profits associat�d
with this Item.
4. Mobilizations and DemobiIizations for Miscellaneous Fro�ects
a. Measuxem�enti
1} Measurement #'or this Ttem shall be for each Mohilization and
Decniobilization required by the Contract Documents
b. Payment
1) The Work performed and materials iurnished in accordance with this Item
and measured as provided unde�� "Measurezxient" will be paid for at the unit
price per each "Work Order Mobilization" in accordance with Contract
Documents. DennobiIization shaIl be considered subsidiary to mobilization
and shall not be paid for separately.
c. The price shall include:
1) Mobiliza#ion as described in Section 1.1.A.3.a.1)
2) DemobiIization as described in Section 1.1.A.3.a.2}
d. No payments wiIl be made for standby, idle tun�, or lost profits associated this
Tfie�n.
5. Emergency Mabilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Itein shall be for each Mohilization and
Demabilization required by ihe Contract Docuzalents
b. Payment
1) The Work perfortned and mafierials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for a.t the �nit
price per each "Work Order Emergency MobiIization" in accordance with
Con�tract Docuzn�ents. Demobiiization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shalI include
1) Mobi�ization as described in Section 1.1.A.4.a)
2) Demabilization as described in Section 1.i.A3.a.2)
d. No payments will be made for standby, idle time, or Iost pro�fs assaciated tl�is
Item.
37 1.3 REFERENCES [NOT U�ED]
38 i.4 ADNIlNISTRATIVE REQUIREMENT� [NOT USED]
39 1.5 �UBNIITTALS [NOT USED]
40 1.6 INFORMATIONAL SUSNIITTALS [NOT USED]
41 i.i CLOSEOUT SUBNIITTALS [NOT USED]
42 �.8 MAINTENANCE MATERiAL SUBMITTALS [NOT USED]
43 1.9 QUALITY ASSURANCE [NOT USED�
44 1.14 DELNERY, STORAGE, AND HANDLING jNOT USED]
CITY OF FbRT WORTH WS2 to WS3 Pressnre Plane Transfer
STANDARD COI�STRUCTION SPECfFICATION DOCUIvfENTS City Project No. 01468
Itevised November 22, 2016
01�000-4
MdB1LIZATION A?�ID REMOSILIZATIOI�I
Page 4 of 4
1 1.11 FIELD [SYTE] CONDITI�NS [NOT USEDI
2 1.12 WARRANTY [NOT USED]
3 PART � - PRODUCTS [NOT USED]
4 PART 3- EXECUTION [NOT USED]
S END UF SECTION
6
Revision Log
DATE NAM.E SUNIMf#RY OF CHANGE
11/22/1b Michael Owen 1.2 Price and Payment Procedures - Re�ised specificatian, including blue text, to
maEce s�ecification fle�ble for e[ther subsidiary or paid bid item for Mobilization.
7
CITY OF FORT '1rirORTH WS2 to W53 Pressure Plane Transfer
STAt�IDAAD CONSTRUCTION SYECIFiCATIpN DOCUM�NTS Ciry Project No. 01468
Revised November 22, 201b
O17123-1
CONSTRUCTiON STAKING ANp SURVEY
Page 1 of 8
2
3 PARTI- GENERAL
SECTION Ol. 7l. 23
CONSTRUCTION STAI�lNG AND SLTRVEY
4 1.1 SiJMMARY
5 A. Section Includes:
6 1. Requirements for construcfion staking and constrUction survey
7
&
B. Deviations from this Cify of Fort Worth Standard Speci�tcation
I. None.
9 C. Related Specifcation Sections incIude, but are not necessarily limited to:
10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1— General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
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A. Measurement and Payment
l. Constr�action Staking
a. Measurement
1) Measurement for this Item shall be by lump sum.
b. Payment
1) The wo:rk pe�orzx�ed aaad the naaterials furnzshed in accordazice wiih this
Item shall be paid far at the lump sum price bid for "Construction Sfa[cing".
2} Payment for "Construction Siaking" shalI be made in partiai payments
prorated by work completed compared to tota� work included in the lump
sum item.
c. The price bid sha11 include, but not be Iimited ta the following:
1) Verification of contro� data provided by City.
2) Placement, maintenance and replacement of required stakes and rrzarkings
in the field.
3) Prepaxation a�d submittal of consfruction staking docume�tation in the
�Ok111 O� "cuti sbeets" using the City's sta�nda:rd template.
2. Construction 5urvey
a. Measurement
1} This Item is considered subsidiary to the various �tems bid.
b. Payment
1) The work perfo�ned and ihe materials furnished in accorda�ce with this
Item are subsidiary to the vaxious Items bid and no other compensation will be
al�owed.
3. As-Built Su;rvey
a. Measurement
1) Measurement for this rtem shall i�e by lump sum.
b. Payment
1) The work performed and the materials fu�nished in accord�nce with this
Item ,shall be paid for at the lump sum price bid for "As-Built Survey".
CITY OF FORT WOKTH . W52 to WS3 Pressure Plane Transfer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01468
I2evised February 14, 2018
Ol 71 23 - 2
CONSTRUCTION STAKING AND SURV�Y
Page 2 of $
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A. De�nitions
10 1.3 REFERENCES
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1. City af Fort Worth — Construction Staking Standards (aeailable on City's Buzzsavv
website} — 0� 71 23.16.01_ Attachrr�ent A Survey Staking Staaadards
2. City of Fort Worth - Standard Survey Data Callector Library {fa�l) files (available
on City's Buzzsaw website}.
3. Texas Deparhnent of Transportation {TxDOT) Survey Manual, latest revision
4. Texas Society of Pro%ssional Land 5urveyors {TSPS), Manual of Practice for Land
Surveying in the State of Texas, Category 5
34 1.� ADMINiSTRAT�VE REQUIREMENTS
35 A. The Contractor's selection af a surv�yar must comp[y with Texas Go�ernment
36 Code 2254 (qualifications �ased selectian) for this project.
37 1.5 SLTSM�TTALS
38 A. St�bmfttals, if required, shall be in accordance with Section 01 33 00.
39 B. AII submittals shall be received and revtewed by the City prior to deIz�vexy of wark.
40 1.� ACTION SUBMITTALSIINFORMATIONAL SUEMITTALS
41 A. Field QuaIity Cantrol �ubmittals
1.
2.
3.
4.
2) 1'ayment for "Construct[on Staking" sha11 be made in partial payments
prorated by work completed compared to total wark included in the lump sum
item.
c. The pz'ice bid shall include, but not be limited to the following::
1) Field �neasurements and survey shots to identify locaiian of completed
iacilities.
2) Dacumentation and submittal of as-built survey data onta contractor redline
plans and digital sur�ey files.
Constructian Survev - The survey measureznents made prior #o or while
canstruction is in progress to conirol elevation, horizon�al positian, dimensions and
configuration of structureslimprovements included in the Project Drarvings.
As-built Surve —The measurements made after the construction of the
improvement %atures ar� complete to provide pasition coordinates for �he features
af a project.
Construction Stakin� — Tl�e placemen� of stakes and markings #o pro�ide affsets
and elevations io cut and �ill in order to lacate on the ground the designeci
stxuctures/improvements included in the Project Drawings. Const�'uctiion staking
shall include staking easements andlor right o�vvay if indicated on the plans.
SurveX "Field Chec�s" — Measurements made after construction staking is
completed and before construction work beg��zs to ensure that structures marked an
the ground ar� accurately located per Project Drawings.
B. Technical References
C1TY QF FORT WORTH
STANDARD CbNSTRUCTTOi�I SPECIFICATION DOCUM�NTS
�2evised Februxry 14, 2018
WS2 to WS3 Pressure Plane Transfer
CEty ProjecE Nn. D 1458
017123-3
COIVSTRUCTION STAKII�ICy AND SURVEY
Page 3 of 8
1 1. Documentafion verifying accuracy of field engineering work, incIuding coordinate
2 conversions if plans do not indicate grid or ground coordinates.
3 2. Subnnit "Cut-Sheets" cozafornr�ing to t�e starzdard tenr�plate provided by t.�e City
4 {refer to 01 7 i 23.16.01 — Attachment A— Survey �taking Standards).
5 1.'� CLOSEOi�T SUSNIITTAL�
6 B. As-buiIt Rec�line Drawing �ubmittal
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1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of
constnzcted improveinents signed and sealed by Registered Professional Land
Surveyor (RPLS) responsible for the work (refer to O 1 71 23. i 6.01— Attachment A
— Survey Staking Standards) .
2. Contractor shall submit the proposed as-built and completed redline drawing
submittal one (1) week prior fio scheduling fihe project fnal inspection %r City
revievv and conanaezat. Revisions, if zzecessary, shall be nnade ta tk�e as-built redline
drawings and resubmitted to tile City prior to schedu�ing the construction final
inspection.
�6 1.8 MAINTENANCE MATERIAL SUBNIITTALS [N�T USED]
17 1.9 QUALITY AS�URANCE
18 A. Construction Staking
19 1. Cansiruciion staking will be perfarmed by ihe Contracior.
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2. Coordination
a. Contact City's Project Representative at least one week in advance notifying
the City ofwhen Construction Staking is scheduled.
b. It is the Contractor's responsibility to coordinate staking such that
coz�struction activities are not delayed or �zegativeI� i:mpacted.
3. General
a. Contractor is responsible for preserving and maintaining stakes. Tf City
surveyors are required to re-stake for any reason, the Contractor wiIl be
responsible for costs to per%rm staking. If in the opinion ofthe City, a
sufficient numher of stakes or markings haue been last, destrayed disturbed or
amitted that the contractad Work cannot take place then the Contractor will be
required to stake or re�stake the def cient areas.
B. Construction Survey
Constructian Survey will be per�ormed by the Co�ztractar.
2. Coordination
a. Contracfior to verify that horizontal and verEical control data established in the
desig� surve� a�nd requixed for canstructiaza survey is ar�aiIable and in place.
3. General
a. Construction survey will be per%rmed in oeder to construct the work shown
on the Construction Drawings and specified in the Contraci Documents.
b. For construction methods other than open cut, the Coni�actor shall perform
construction survey and verify control data including, bui not limited to, the
follovving:
1) Verifcation that estabiished benchmarks and conErol are accurafie.
CITX OF FORT WORTH WS2 to WS3 Pressure Plane Transfer
3TANDA.Rb COI�! STKUCTIOI� 5T'ECTFTCATTOI�i DOCUMENTS City Project No. 414G8
Revised February 14,2018
017123-4
CONSTRUCTION STAKII�G ANI7 SURVEY
Yage 4 of &
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2} Use of Benchmarks to furnish and maintain all r�ference lines azzd grades
far tunneling.
3} Use of line and grades to establish the location of th� pipe.
4} Submit �o the City copies of field notesused to establish a111ines and
grades, if requested, and allow ihe City ta check guidance system setup prior
to beginning each tzuineling drive.
5) Provide access far the City, if reyuested, to �erify the guidance system and
the line and grade of the carrier pipe.
6) The Contracior remains fully responsible for the accuracy of the work and
carrection of it, as required.
7} Monitor line and grade continuously during constx'uction.
S) Record deviatioil with respect to design line and grade once at each pipe
joint and submit daiIy records to the City.
9) If the installation does not meet the specified tolerances {as outlined in
Sections 33 OS 2,3 and/ar 33 OS 24), immediately notify the City and correci
t�e insiallation in accordance with the Cor�tract Documents.
As�Built Survey
1. Required 1�s-Built Survey will be performed by the Contractor.
2. Coordina�ian
a. Contractor is to coordinate with City to confirm which featuz'es require as-
built suraeying.
b. It is the Confractor's responsibility to coordinate the as-built survey and
required measurem�nts for iieFx�s that are to be buried suc�i that construction
activities az'e not d.elayed or negatively impacted.
c. For sewer mains and water mains 12" and under in diameter, it is acceptable
to physically measure depth and mark the Iocation d�aring the progress of
cansiruction and take as-bu�it sutvey after the facility has been bu;ried. The
Contractor is responsible for th� q�ality controI needed ta ensure accuracy.
3. General
a. The Contractor sf�all provFde as-built survey including the elevation and
location {and pro�ide wri.tte�n documantaiion to the Cify} of construction
features du�ring the progress of the construction including ihe followitig:
1) Water Lirtes
a} Top of pipe elevations and coordinates for wateriines at the following
Iocations:
2}
3}
{1) Mini�num every 250 lit�ear feet, including
(2) Horizontal and vertical points of inflectian, curvafiure,
etc.
(3) Fire line tee
{4) Plugs, stub-outs, dead-end lines
(S) Caszng pipe {each end} and all buried fittings
Sanitary Sewer
a) Top ofpipe elevations and coordinates for force mains and siphon
sanitary sewer lines (non-gravity facilities) at the following locations:
{1) Minimum every 2541inear feet and any buried fittings
{2} Horizantal and vertical points of inflection, curvature,
etc.
Stormwater — Not Applicable
CITY OF FORT WQRTH
STANDARD CONSTRUCTfON SPFGIFICATION DOCUMENTS
Revised Fchruary 14, 2018
WS2 to 'V`iTS3 Pressure Plane Transfer
City Projact No. 01468
OI7123-5
CONSTRYJCTTOTT STAT�ING ANII 51URVE'Y
Page 5 of 8
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b. The Contractor sha11 provide as-built survey inctudi�g the elevatio�a azzd
location (and provide written doc�amentation to the City) of construction
features after the construcNon fs completed iz�cluding the follovving:
1) Manholes
a) Rim and flowline elevations and coordinates for each manho�e
2) Water Lines
a) Cathodic protection fiest stations
b) Saznplix�g sta�ions
c) Meter boxes/vaults {All sizes)
d) Fire hydrants
e} Valves (gate, butterfly, etc.)
� Air ReIease valves (Manhole rim and vent pipe)
g) Blow o�f valves {Manhole rim and valve lid}
h) Pressure pla�ie vaIves
i} Underground Vaults
(1} Rim a�d �owli�ae elevatio�as and coordznates for each
Underground Vault.
3) Sanitary Sevver
a) Cleanouts
(1) Rim and flowline elevations azzd coord�inates for each
b) Manholes and Junction Structures
(1} Rim and flowline eleva�ions and coordinates for each
manhole and junction structure.
4} �tormwafer — Not Applicable
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
26 111 FIELD �SITE] CONDITIONS [NOT U5ED]
27 1.1.2 WARRANTY
28 PART 2 - PRODUCTS
29 A. A construction survey will produce, but wilI not be Iimited to:
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1. Recovery of relevant control poinfis, points of curvature ar�d poinfis of intersection.
2. EstabIish temporary horizontal and vertical controI elevatians {benchmarks)
sufficiently perrr�anent and located in a manner to be used throughaut construction.
3. The location of planned facilities, easements and improvements.
a. Establishing final line ana grade stalces for piers, floars, grade beams, parking
areas, utiIities, streets, highways, tunnels, and other construction.
b. A record of revisions or corrections nai�d in an orderly manner for refer�nce.
c. A drawing, when required by ihe client, indicaiing the harizonial and vertical
location of facilities, easements and 'unprovemenis, as built.
4. Cut sheets shall be provided to the City inspector ar�d Survey Superintendent for aII
constructian staking projects. These cut shee#s shall be on the standard city template
which can be obtained from the Survey Superintendent (817-392-7925).
5. Digital survey fiI�s in the following formats shall be acceptable:
a. AutoCAD (.dwg)
b. ESRI Shapefile (.shp)
C1TY OF FORT WORTH
STANDARD GONSTRUCTION SPECIFICATION DOCUIvI�NTS
Revised Fcbruary I4, 2D18
WS2 to WS3 Presswre Plane Transfer
City Project No. 01468
ainz3-6
CONSTRUCTION ,STAKING AND SUiZVEY
Page 6 of 8
2
c. CSV file (.csv}, formatted wiY�a X and Y caordinates in separate columns {use
standard templates, if available�
3 6. Survey files shall include vertical and horizontal data tied to original projeci
4 control and benchmarks, and shall incIude feature descriptions
5 PART 3 - EXECUTZON
6 3.1 INSTALLERS
7 A. Tolerances:
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The staked location of any improvement or iaciIity should b� as accurate as
practicaI aud necessary. The degree af precision required is dependent on many
factors all of which mus� renc�ain judgmenial. The �alerances listed hereafter are
based on genera�ities and, under certain circumstances, shall yzeld to specific
requirements. The surveyor shall assess any situaiion by review of the overall plans
and through consultation with responsible parties as to the need for specific
tolerances.
a. Earthwork: Grades �or eat�thwork or rough cut shouId not exceed 0.1 ft. veriical
tolet'anca. Horizontal alignment for earthwork and rough cut should not e�ceed
I.0 ft. tolerance.
b. Hoz'zzantal alignment on a structure sha�l be within .0.1ft tolerance.
c. Pa�ing or concrete for sireets, curbs, gutters, parking areas, drives, alleys and
walkways shall be located vaithin the confines of the site baundaries and,
occasionally, along a boundary or any other restz'icti�e lzne. Away from any
restrictive line, these faczlities should be staked witl� an acc�aracy producing no
more t�an O.QSft. iolerance from their specified locations.
d. Underground and overhead utilities, such as sewers, gas, vvater, telephane and
electric Iines, shall be located horizontally within �heir prescribed areas or
easements. Withir� assigned areas, these utilities shou�d be staked with an
accuracy producing no more than 0.1 ft tolerance from a spacified location.
e. The accuraey required for the verticaI locatian of utilities �aries widely. Many
underground utilities require only a�ninitnuzn caver and a tolerance of 0..1 ft.
should be maintained. U�dergraund and overhead utilities on planned profile,
but not depending on gravity flow for performance, should not exceed 4.1 ft.
tolerance.
33 B. Sur�eying instruments shall be kept in close adjustment according to manufacturer's
34 specifications or in compliance ta standards. The City reser�es the right to request a
35 cali�ration report at any time and recommends reguIar maintenance schedule be
3b performed by a certified techzzician every 6 months.
37 1. k'ield measuremen#s of angles and distances shall be done in such fashion as to
38 satisfy the closuees and tolerances expressed in Part 3.1.A.
39 2. Vertical locations shall be established from a pre-established benchmark and
�0 checked by closing to a dif�ereni bench mark an the satne dat�am.
41 3. Construction survey field work s1�all correspond to the cli�nt's plans. Irregulaxities
42 flr conflicts found shaIl be reported promptly to the City.
43 4. Revisions, correc�ions and other pertinent data shall be logged far future reference.
44
CIT3C OF FOI2T WORTH WS2 to WS3 Pressure Plane Transfer
STAI�DARD CQNSTIZUCTTON SPECIRICATION DdCLTMENTS Ciiy Project No. 0146$
Revised Februxry 14, 2018
017123-7
CONSTRl3CT10I�3 STAi{ING AND SU�VEX
Page 7 of 8
I 3.2 EXANIINATION [NOT USED]
2 3.3 PREPARATION [NOT USED]
3 3.�4 APPLICATION
4 3.� REPAYR / RESTORATION
5 A. If the Contractar's wark darnagas or desiroys one or more of the coz�trol
6 irzont�aaents/poi�ts set by ihe Ciiy, the monuments shall be adequately referenced for
7 expedient resioraiion.
8 1. No�ify City if any contirol data needs to be restored or replaced due to damage
9 caused during construction operations.
10 a. Contractor shall perform replacements and/or restorations.
11 ia. The City may require at any time a survey "Field Check" of any monument
12 or benchmarks that are set be verified by the City surveyors b�fore furt�ier
13 associated work can inove forward.
�4 3.6 RE-INSTALLATION [NOT USED]
15 3.i FIELD [ae] Sri'E QUALITY CONTROL
16 A. Tt is the Contractor's responsibility to maintain all stakes and control data placed by t�e
17 City in accoz'daa�ce r�vith this Specifcation. This includes easements and right of way, if
1 S noted on the plans.
19 B. Do not change or relocate stakes or control data without appraval froxn the City.
20 3.8 SYSTEM STARTUP
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A. Survey Checks
1. The City reserves the right to perforxn a Survey C�aecic at any time deemed
necessary.
2. Checks hy City personnel or 3`d party contracted surveyor are not int�nded to
relieve tha contractor of his/her responsibility for accuracy.
3.9 ADJU�TING [NOT USED�
310 CLEANING [NOT USED]
3.11 CLO�EOUT ACTIViTYES [NOT USED�
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACIIIVIENTS [NOT USED]
END OF SECTION
Revision Log
CITY QF FORT WORTkI VirS2 to UVS3 Pressure Plane Transfer
STANDAR.D CQNSTRUCTIQN SPECIFTCATTON DOCUMENTS City Project No. 01468
Revised February 19, 2018
017123-8
CO3�ISTRUCTTON ST'ATCTT�IG AND SURVEY
Page 8 of S
DATE NAl1� SUMMARY OF CHANG�
8/31/2012 D.7ohnsan
Added instruction and modified measuremenf & payment under 1.2; aclded
8/31/2417 M. Owen definitions arAd references under 1.3; modified 1.b; added 1.7 cIoseout submittal
requirements; modified 1.9 Quality Assurance; added PART 2— PRODUCTS ;
Added 3.1 Ynstallers; added 3.5 Repair/Resforation; and added 3.8 System Startup.
Removed "6lue text"; revised measurement and payment sections for Construction
5taking and As-Suilt Survey; added reference ta selection cornpliance with TC�C
2/14/2078 M Owen 2254; revised action and Closeout submiital requirements; added acceptable depth
measuret�ent criteria; revised list af items requiring as-built s�uvey "during" and
"after" consfa•uction; and revised acceptable digital survey file format
CITY OF FORT WORTH WS2 to W53 Aressure Plane Transfer
STANDARB CONSTRUCTION SPECT�'TCATTOi•1 T70C[JMENTS City Project No. 01968
Revised February lA, 2018
�
Se�i�io� 01 71 Z3.01- �ttach�e�t A
Sur��y S��ki�� S�andards
February 2�17
Documentl
Page 1 of 22
These procedures are iniended to pra�ide a standard method for constructian staking services
assocEated with the City of Fort Warth projects. These are not to be considered all incl�si�e, but only as
a general guideline. Fvr projects an TXDOT right-of-way or through joint TXDOT participation,
adherence to the TXDOT Survey IVlanual shafl6e followed and if a discrepancy arises, the TXDOT
manualshall prevail. (htt : onlinemanuals.txdot. o� txdotmanuals ess ess. df}
lf you ha�e a unique cirtumstance, please consult with the praject manager, inspettor, ar survey
department at 817-392-7925.
Table o�r Con�en�s
I. City of Fort Worth Contact inforrnation
II. Construction Colors
III. Standard Siaking Supplies
IV. Survey Equipment, Control, and Datum Standards
V. Water 5taking
VI. Sanitary Sewer Staking
VII. Storm Stakin�
VIII. Curb and Gutter Staking
IX. Cut Sheets
X. As-built 5ur�ey
Dacurnentl
Page 2 of 22
1. Surve�+ �epar�ment Contact In�orma�ion
Physical and mailing address:
8851 Camp Bowie West Boulevard
5uite 300
Fort Worth, Texas 7611b
Office: (S17) 392-7925
Survey Superintendent, direct line: (81.7) 392-8971
II. Cons�ruction Colors
The fo[lowirtg colors shall be used far staking or identifying features in the field. This
includes flagging, paint of laths/stakes, paint of huf�s, and any identification such as pin flags
ifi necessary.
Utility� Cofor
PROP05ED EXCAVATION WHI`f�
ALL ELECTRfCAND COfVDLJ17S ' �
POTABI�E WATER ��
GAS OR �IL YFLLC}UU
TEI.EPH�NE/FIBER OPTIC ORAiUGE
SURVEY CON7ROL POINTS, BENCFIMARKS,
PROPERTY CORNERS, RiGHT-OF-WAYS, AND f IP�I�
ALL PAVING INC�UDING CURB, SfDEWALK, BUILDING GORNERS
SANlTARYSEWER �� _��
IRRIGATIO[� AND RECiAIMED WATER
III. Sfandard SYakin� Supplies
ltem �fiinimum size
Lath/Stake 36" tall
Wooden Hub {2"x2" min. square preferred) 6" tall
Pin Flags (2.5" x 3.5" preferredJ 21" long
Guard Stakes Not required
PK qr Mag nails 1" long
lron Rods (1/2" or greater diameter) 18" long
Survey Marking Paint Water-based
Fiagging 1" wide
Marking Whiskers (feathers) 6" iong
Tacics {for marking hubs� 3/4" long
Dacumentl
Page 3 of 22
IV. Sur�e� �quipment, Conirol, and I]aium S�andards
A. City Benchmarks
All city benchmarks tan ba found here: http://fortworthtexas.go�/itsolutions/GIS/
Lookfor `Zoning Maps'. Under'�ayers', expand'Basemap Layers', and check on
Benchmar[�s'.
B. Con�entional or Robotic Total Station Equipment
I. A minimum of a 10 arc-secand instrument is required.
II. A copy of the latest calibra�ian report may be requested by fhe City at any time.
It is recommended that an instrument be calihrated by certi�ed technician at
least �. occurrence e�ery 6 months.
C. iVetwork/V.R.S. and static GPS Equipment
I. It is critical that the surveyor �erify the correct horizontal and �crtical da�um
prior commencing work. A site calibration may be required and shall consist of
at least 4 con#rol points spaced evenly apart and in �arying quadrants.
Additional field checks of the horizantal and �ertical accuracies shall be
comp[eied and �he City may ask Tor a copy oT ihe cali�iraYiori repUri ai arEy iirne.
fI. f�etwork GPS such as the Wesiern Data Systems ar SmartNet systems may b�
used for staking af property/R.O.W, forced-main water lines, and rough-grade
onfy. fVo GPS siakin� for cnncrete, sanitary sewer, storm drain, final �rade, or
anvthin� that needs �eEtical �radin� with a tolerance of U.25' or less is
allowed.
D. Control Points Set
All cantro! points set shal6 be accompanied by a lath with the apprapriat�
Northing, Easting, and Ele�ation (if applicable) of �he point set. Control points
can be set rebar, 'X' in concrete, or any other appropriate item with a stable
base and af a serni-permanent nature. A rebar cap is optional, but preferr�d if
the cap is marked 'contral point' or similar wording.
Datashee#s are required for all contral points set.
Datasheet should incfude:
A. Harizontaf and Vertical Datum used, Exarrtple: N.A.D.83, North Central Zone
4202, NAVD 88 Eie�at[ons
B. Grid or graund distance. — If ground, pro�ide scale factor used and base
point caardinate, Example: C.S.F.=0.999125, Base point=North: 0, East=Q
C. Geoid model used, Example: GEOIDI2A
Documentl
Page 4 of 22
E. Preferred Grid Datum
Althaugh many plan sets can be in sur�ace caarclinates, the City's preferred grid datum
is lisied below. Careful consideration must be taken to �erify what datum each project is
in prior to beginning work. It is essential the sUE-veyor be fiamiliar with coordinate
transforrnations anef how a grid/surface/assumed coordir�ate system affect a project.
Projected Coarcfinate
System: NAD_7.9�3_StatePlane_�"exas_I�orth_Centrai_�IPS_42p2_Feet
Projection: �ambert_Conformal_Conic
Fa I se_Easti ng: 1968500.00000000
Faise_Northing: 656�666.666666fi7
Central Meridian: -98.50QDOOnO
Standard I'arallel 1: 32.13333333
Standard Parallel 2: 33.96656667
Latitude_Of Origin: 31.66666667
Linear Unit: Foot US
Geographic Coordinate System: GCS_North_American_1983
Datum: D North American 1983
Prime Meridian: Greenw�ch
Angular Unit: Degree
Note: �egardless of what datum each particular }�roject is in, deliverables to the City
must k�e converted/transiated into this preferred grid datum. 1 copy of the deli�erable
should be in the praject datum (vuhatever it may be) and 1 copy should he in the NAD83,
TX North Central 4202 zone. See Preferred File Nc�minq Convention below
F. Preferred Deliverable Format
.txt .cs� .dwg .job
G. Preferred Data Format
P,N,E,Z,D,1V
Point Number, Northing, Fasting, Eleva:tion, Description, Notes (if applicable)
H. Preferred File Naming Conventian
This is the preferred format: City Praject Number_Descriptian_Datum.csv
Example for a�rolect that has surface coordi.na#es which must be tra__nslated;
File 1: C1234 As-built of Water an Main Street Grid NAD83 TXSP 4202.cs�
Fife 2: C1234_As-built of Water ort Main Street_Project Specific Datum.cs�
Dacumenil
Page 5 of 2Z
Example Control Stakes
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Docurnentl
!'age 6 of 22
V. lft�ater S�a�in� S�andards
A. Centerline Staking — Straight Line Tangents
I. Offset Eath/stakes every 200' an e�en statians
il. Painted �lue lath/stake only, no hub is required
III. Grade is to top of pipe (T/P) for 12" diameter pipes or smaller
IV. Grade to flow line �F/L) for 16" and larger diameter pipes
V. Grade should be 3.50' below the proposec! top af curb line for 10" and smafler
diameter pipes
VI. Grade should be 4.00' befow the proposed top of Curb line for 12" and larger
diameter pipes
VEf. Cut Sheets are required an all staking and a copy can be received from the
sur�ey superintendent
Optional: Actual stakes shall consist of a 60D nail or hu6 set with a whisker
B. Centerline S#aking - Cur�►es
I. If arc length is greater t�an 100', �OC (Point of Curvaturej offset stakes should
be set at a 25' interval
II. Same grading guidelines as above
ill. Staking o� radius points of greater than 100' may be ornitted
G Water f�llleter Boxes
I. 7.0' perpendicuEar affset is preferred to the center of the box
f!. Center of the meter s�ould be 3.0' behind the proposed face of curb
III. Met�r should be staked a rrtinimum of 4.5' away from the edge of a dri�eway
IV. Grade is to top of box and should Eae �-q.Q6' higher than the proposed top of
curb unless shown otherwise on the plans
D. Fire Hydrants
I. Center of Hydrant s�oufcE be 3.0' behir�d proposed face of curb
11. Sur�ey affset stake should �e 7.0' from the center and �erpendicufar to the curb
[ir�e ar water main
IIl. Grade of F�ydrants si�oulcE be +D.30 higher than the adjacent top of curb
E. Water Valwes & Vaults
I. Offsets should be perpendicular� to the prapvsed water main
!I. RIM grades sho�ald only �e provided if on plans
Documentl.
Page 7 of 22
Exampl� lft�a�er Stakes
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Documentl
Page 8 of 22
VL Sanitar�+ Sevver Staking
A. Cenierline 5taking—Straight Line �angents
I. Inverts shall be field �erified and compared against the plans before staking
f!. Painted green lath/stake WITH F�ub and tack or marker dot, no f�agging required
III. 1 offset stake between manholes if manholes are 400' or less apart
IV. Offset stakes should be located at even distances and p�rpendicular to the
centerline
V. Grades will be per plan and the date of the pla�s used shouid �e noted
VI. If multiple lines are at one manhole, each Iine sha(I have a cut/fill and directian
noted
VII. Stakes at every grac�e break
VIII. Cut sheets are required on a�l staking
Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker
B. Centerline Stalcing — Cur�es
I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should
�e set at a 25' intervaf
II. Staking of radius points of greater than 10p' may be omitted
C. Sanitary Sewer Manholes
I. 2 offse� stakes per manhole for the purpose of providing alignment to the
contraetor
II. Fiowfine grade shauld be on the lath/stalce for each flowline and direction noted
III. RIM grade should only be on the stake when �ro�ided in the plans
Documentl
Page 9 of 22
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Documentl
Page 10 of 22
VII. Srco�rm Se�er �� Inle� 5�al�ing
A. Centerline Sta[�ing — Straight Line Tangents
I. 1 offset stake every 200' on even stations
II. Grades are ta flowline af pipe unless otherwise shown on plans
fll. Sfakes at e�ery grade break
IV. Cut sheets are required an all staking
Dptional: Actua! stakes shall consist of a bOD nail ar hu6 set wiih a whrsker
B. Centerline Staking — Cur�es
I. ff arc length is greater than 100', POC (Point of Curvaturej offset stakes should
be set at a 25' interval
II. Staking of radius points of greater than J.00' may be omitted
C. 5torm Drain Ir�fets
I. Staking distances should be measured from end of wing
II. Standard 10' Inlet = 16.00' total length
IlI. Rec�ssed 10' Inlet = 20.00' total length
1V. Standard double ZD' inlet = 26.57' total length
V. Recessed double 1Q' inlet = 30.67' totai length
D, Storm Drain ManF�oles
f. 2 offsei s�akes per manhole for the purpose of providing alignment to the
contractor
ll. Flowline grade should be an the lath/stake for each flowline and direction noted
II1. R1M grade should only be on the stak� wh�n provided in the plans
Dacumentl
Page 11 of 22
E�tample Siorm Inlet_Stakes
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_ �FAHllARA 1p' — 16'
R�'�Ei 1q�' � 2{f
STAN6fFiU !]OL3BLE 10' � 2fi.8'�
HUB W1TH TI4C6: . . . _ _ PECESSE6 i]4USLE 10` — 36.E7` — — — — — — — — — — - �
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--- Fi�JSSi�NIi •, �• F'rlt'� OF INLE1' Pl�� �JF i�'1LET FEiiYlIJNE ---
- —EDG£ QF FA;Jf}AEtIT E„^� �� i'nl4'Ml7UT
EC� CF F�1'Ek1E=NT Et�GE €� RAbEMEhlT
Dacumentl
Page 12 of 22
lllll. Curb and Gutfier Staki
A. Centerline 5taking — Straight Line Tangents
V. 1 offset stake every SO' an even stations
Vl. Grades are t� top of curb unless otherwise shown on plans
VII. Stakes at every grade break
VIII. Cut sheets are required on all staking
Optional: Actual stakes shall consist af a 60D nail or hu6 set with a whisker
B. Centerline 5taking — Curves
IIL If arc length is greater than 100`, PQC (Point of C�rvature) offset stakes should
be set at a 25' interval
IV. Staking of radius points of greater than 100' may be omEtted
Exa_mple Curb � C�utter Stakes
FF� � N T
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Documentl
Page 13 of 22
�xample Curb � G�utter Sfiakes at Interse�fion
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Documentl
Page 14 af 22
IX. �u� Sheefs
A. Qate af field work
B. Staking Method (GPS, total station)
C. Project Name
D. City Project Nurnber (Example: C01234)
E. Location {Ad.dress, crass streets, GPS coordinatej
F. Sur�ey company name
G. Crew chief name
H. A blank template can be ohtained fram the survey super.intendent [see item l abo�ej
Standard Cit�+ Cut Shee�
Dafe;
❑ TOTAL
StaFcing fi�ethod: ❑ GPS STATiON
LOCATION:
CO NSUL.TANTICONTRACTO R
SURVEY CREV4! INITIALS
City Project
Wumber:
Project Name:
❑ OTH�R
Ai�L GRADES ARE TO FLOWLWE OR TOP OF' CURB UFILESS OTHERWISE FIOTED.
PT # STATION OFFSET DESCRIPTION PROP. S7AK�D CUT +�'ILL
-L�I+RT GRADE ELEV.
Documentl
Page �.5 of 22
3t. �►s�built Surraey
A. Definition and Purpose
The purpase of an as-huilt survey is to �erify the asset was installed in the �roper location
and grade. Furthermore, the informatian gathered will be user! to supplement the City's Gf5
data and must be in ihe pra�er format when submitted. See section IV.
As-built survey should include the following (additional items may be requested):
Manholes
Top of pipe elevptions every 250 feet
Horizontal an�` vertical points of inflection, curvature, et�c. (AI! Fritingsj
Cathodic protection teststations
Samplrng stations
Meter boxes/vpults (All sizesJ
Fire lines
Fire hydrants
Gate valves (rim and top of nut)
Plugs, 5tU�7-OUtS, dead-end lines
Air Release valves (Manhole rim and vent pipej
Blow off valves (Manhole rrm arrd valve lidJ
Pressure plane valves
Cleaning wyes
Clean outs
Casing pipe (each endJ
Inverts of pipes
Turbo Meters
Docum�ntl.
Page 16 of 22
B. Example Defi�erable
A hand written red line by the fiefd surveyor is acceptable in most cases. This should be
a copy of the plans with the point number noted by each asset. �f t�e asset is missing,
tt�en the surveyor shauld write "NOT FflUND" ta notify ti�e City.
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Page 19 of 22
DocUmentl
Page 20 of 22
Ob►riously the .csv or .txt file cannot be signed/sealed by a� surveyor in the format
requested. This is just an example and al! this information should be noted when
delivered to the City so it is clear to what coordinate system the data is in.
POINT NO. NORTHiNG EASTIEVG ELEV
2 59A6257.189 2296079.165
� fi94fi260.893 2�96062.141
3 69A6307399 ZZ36438.3U6
4 6996220.582 2296011.025
5 6946135.23 2Z960J5.116
fi 6946190:528 2296022.721
7 6946136.O1Z 2295492.115
8 6446002.267 22959i9,i33
4 G945003.056 2295933.418
10 6945984.677 2295884.52
i1 6945986.473 2295869.892
12 6945895A77 2295860.962
T3 6945896.591 22958G2.188
14 6445934.286 2295841.925
15 &945935.727 2295830.441
1fi fi945B3S.678 2295799.707
17 6945817.488 22955�7.011
78 6945759.77'G 2295758.643
19 6945768.563 2295778.424
20 6945743.318 2295788.392
Zf 6945723.214 2Z95754.394
22 6945682.21 2295744.22
23 6945621.442 2295669.471
Zq 6945643.907 2295736.03
25 6945571.059 2295555.195
2fi 6945539.498 2295657.803
27 6445519.834 229SG14.49
28 6945417.879 2295580.27
24 6945455.557 2295643.145
30 &94538i.356 2295597.l01
31 694537�.688 Z2456U6.793
32 6945383.53 2295610.559
33 fi945321.228 2295551.105
34 69453%9.365 2295539.728
35 6345242.284 2295570.715
36 6945233.fi29 22955Q4.626
37 6945205.483 2295529.345
38 6945142.015 2295557.666
39 6945113.445 2245520.335
44 6945049.[f2 2295527.345
41 6945041.024 2295552.675
42 6945�38.878 2295552.147
43 6945006397 2295528.135
94 fi944944.7$2 2295520.635
q5 &9A0.943.a32 2295556.479
46 6944860.416 2295534.397
�ESCRI PTIOiV
726.09 55MH RIM .
725.565 GV RIM � ' '
7�6.85 GV RIM
723.358 SSIVIIi RIM
722.123 GV RIM � '
722325 Fii - -
719.448 WM RIM � . � .
713.33}. WM R1M �" 1 -
713.65z CO RIM � -
71I.652 SSMH RIM
710.046 WM R[M
702.72 WM RIM
708.205 WM RIM
7�9.A67 WM RIM
710.Q84 C(] RIM
707.77A SSMH RfM
708.392 SSMH RIM
711.2%8 SSMH Rlivl
73.Q.D86 GV RIM
710.fi3! GV RIM
712.849 GV FtIM
716.686 UilM RiM
723.76 WiN RIM
719.737 CO RIM
7�7.514 SSMH Rlit/1 �
� �
i 5 } "
s �
. •
729.123 WM [tIM �
732.589 WM RIM , -
7A0.521 WM RIM V � � .
736.451 CO RIM '
7AOJ56 CsV R1M . . ; ..
790.976 GV RIM - -
740.408 FH ' �
746.34 WM RIM
746J77 CO RIM
748.454 WM RIM
749.59 SSMH RIM _
751.058 WM RIM . � + • �
750.853 NIM RIM ,
751.871 WM RENE
752.25% SSMkE RIM
751.79 WM RIM
751.88 WM RIM �
752.G15 WM RIM
752.8U1 WM R1M
752.156 WM RIM
752.986 SSMH RIM k, .
� -1
Documentl
Page 21 of 22
C. Other preferred as-built deli�erable
Some �endors ha�e indicated that it is easier ta deli�er this inforrr�ation in a different
�armat. Below is an example spreadsheet that is also acceptable and ean be obtaEned by
request from th� survey superintendent.
�ac�ar�rer�tl
Page 2? �f Z2
017423-1
CLEANING
Page 1 oF4
1
2
3 PARTI- GENERAL
� 1.1 SUNIl1�iARY
5
6
7
8
9
10
11
12
�3
14
SECTION Ol '�4 �3
CLEAIVING
A. Sec�ion Includes:
l. Tntei-mediate and final cleaning for Work noi including special cIeaning of c�osed
systems specified e�sewhere
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily litnited to:
1. Division 0— Bidding Requ�rernents, Contract Forms and Canditians ofthe Contract
2. Division 1— General Requirements
3. Section 32 92 13 — Hydro-Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCED�]RES
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various Items bid.
17 No separate payrnent will be ailowed far tliis Item.
I8 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE R.EQTJ�REMENTS
20 A. Scheduling
21 1. Schedule cleaning operations so that dust and other contaminants disturbed by
22 cleaning process wilI not fall on newly painted surfaces.
23 2. Schedule final cleaning upon completzon of Woz'k aaad immediately prior to final
24 I�S]JeG�IOri.
25 1.5 SUBMT�'TALS [NOT USED]
26 1.6 ACTION SUBMTI.'TALS/INFQRMATIONAL SUSNIITTALS [NOT USED]
27 1.7 CLOSEOUT SUBM�TTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBNIITTALS [NOT USED]
29
30
3I
32
33
1.9 QUALITY ASSURA,NCE [NOT USED]
1.10 STORAGE, AND HANDLTNG
A. Storage and HandIing Requirements
1. Store cleanizlg p:rod�cts and cleantng wastes in containera specifically designed for
those materials.
CITY OF FORT WORTH WS2 to WS3 Pressure Plane Transfer
STANDARD CONSTRiJCTIdN SPECIFICATTON DOCiTMENTS Ciry Project No. 01465
Revised Jaiy 1, 2011
O1 74 23 - 2
CLEANING
Page 2 of 4
1 111 FIELD [SITE] COND�T�ONS iN�T USED]
2 1.1�. WARRANTY [NOT USED]
3 PART 2 - PRODUCTS
4 2.1 OWNER-FLTR.IV�SHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
5 2.2 MATERTAi�S
6
7
S
9
10
11
l2
A. Cleaning Agents
1. Campatible wiih surface being cleaned
2. New and uncontaminated
3. Far manuiactured surfac�s
a. Material recoz�mended by manufacturer
�.3 ACCESSORIE� [N�T USED]
�.�4 SOURCE QUALITY CONTROL [NOT USEDJ
13 PART 3 - EXECUTTON
1�} 3.1 INSTALLERS [NOT USED]
15 3.� EXANIINATTON [NOT USEDI
]6 3.3 PREPAR.ATION [NOT U�ED]
17 3.4 APPLICATiON [NOT USED]
i8 3.S REPA�R / RESTORATION [NOT U�ED]
19 3.G RE-INSTALLATION [NOT USED]
ZO 3.7 FIELD [ox] ST.�E QUALITY CONTROL [NOT USEll]
21 3.S SYSTEM STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
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3.10 CLEANING
A. General
1. Prevent accumulation a�wastes ihat creatie ha.zardous conditians.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
go�erning aufihorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil ar paint thiluier in
storm or sanitary drains or sewers.
4. Dispase of degradable debris at an approved solid waste dispasal site.
5. Dispose of nondegradable debris at an approved solid waste disposal sit� or in an
alternate manner approved by City and regalatory ageztcies.
CIi'Y OF FORT WORTH W52 to WS3 Pressure Plane Transfer
STAI�BARD CONSTRUCTION SP�CFFICATIOTF DOC� JIVIENTS City Project No. 01468
Reviscd July 1, 201 i
017423-3
CLEAT�IINCr
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6. Handle materials in a controlled manner with as few handlings as possible.
7. Thoroughly clean, sweep, wash and polish aII Work and equipmenfi associated with
this project.
8. Remove alt sagns ofteinporary construction and activities incidental ta consti-uction
o�required permanent Work.
9. If project is not cleaned ta the satis£action of the City, the City reserves ihe right to
have the cleaning completed at the expense of the Contractor.
10. Do not burn on-site.
B. Intermediate Cleaning during Consteuction
1. Keep Work areas clean so as not to hind�r health, saf�ty or canvenience of
personnel in exis�ing facility aperatians.
2. At m�imum weekIy intervals, dispose of waste materials, debris and rubbish.
3. Confine construciion debris daily in strategically located container{s):
a. Cover to prevent blowing by wind
b. Sfore debris away from construction or operational activities
c. HauI frorn s�te at a minizxi�m of a�ace per vveek
4. Vacuum clean inferior areas when ready to receive finish painting.
a. Continue vacuum c�eaning on an as-needed basis, until Final Acceptance.
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
may become airborne or transported by flowing water during the storm.
C. Interiar Final Cleaning
T. Remove grease, mastic, adhesives, dust, dirt, stains, fngerprints, labeIs and other
foreig� materials from sight-exposed surfaces.
2. Wipe all �ighting fixture reflectars, tenses, lamps and trims clean.
3. Wash and shine glazing and mirrors.
4. Polish glossy surfaces to a clear shine.
S. Ventilating systems
a. Clean permanent filters and replace disposable filters iiunits were operated
during constnzction.
b. Clea�a ducts, blovvers azzd coils if u�aits were aperated without filiers durulg
construcfiion.
6. Replace all burned out larnps.
7. Broom clean process area floors.
8. Mop office and control room flaors.
D. Exterior (Sxte or Right of Way} Final CIeaning
1. Remove trash and debris containers from site.
a. Re-seed areas disturbed by location oftrash and debris containers in accordance
with 5ection 32 92 l3.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow af traffic along the roadway.
3. C1ean any interior areas including, but not limited to, vauits, manho�es, struciures,
junction boxes and inlets.
CITY OF FORT WdRTH
STANDARD CONSTRUCTION SPECIFICATION DOCiTMENTS
Revised July I, 201 ]
W52 to WS3 Pressure Plane Transfer
Citp Project No. 01465
Qi7423-4
CLEAI�ING
Page 4 of 4
1 �4. If na longer required for maintenance of erosion facilities, and upon approval by
2 City, rexx�o�e erosion cantrol fram site.
3 5. Clean signs, Iights, signals, etc.
4 3.11 CL�SEOUT ACT1Vi�IES [NOT USED]
5 3.12 PROTECTZON [NOT USED]
6 313 MAINTENANCE jNOT USED]
7 3.14 ATTACHMENTS [NOT USED]
8
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END OF SECTION
Revision Lag
DA`I'E NAME SUMMARY OF CHANGE
10
CITY OF FORT WORTH WS2 to 'W53 Pressure Plane Transfer
STAT�IDARD CONSTRUCTTON SPECIFICATION BOCUMF.A]"I'S City Project No. 0146$
Revised July 1, 2011
o��7iv-i
CLOSEDUT REQUIREIVIENTS
Page 1 of 3
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3 PARTl- GENERAL
4 1.1 SUNIlI7ARY
SECTION 01 ii i9
CLOSEOUT REQUIREMENTS
5 A. Section Tncludes:
6 1. The proc�dure for cIosing oui a contract
7 B. Deviatians fram this City of Fort Worth Sta�dard Specificatzon
S l. None.
9 C. ReIated 5pecification Sections include, but are not necessarily limited to:
10 1. Division 0-- Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1— General Requirements
12 1.� PRYCE AND PAYIV�NT PROCEDCIItES
13 A. Measurement and Payment
14 1. Work associated with this Itern is considered subsidiary ta �he various Items bid.
15 No separate payment will be allowed for this Itein.
16 1.3 REFERENCES [NOT USEI)]
17 1.4 ADIVIINISTRATIVE REQLTiREMENTS
18 A. Guarantees, Bonds and Affida�its
I9 1. No application for final paymenfi will ]�e accepted until all guarantees, bonds,
20 certi�caies, licenses and affdavits required for Work or equipment as specified are
21 satisfactorily filed with the City.
22 B. Release ofLiens or Claims
23 I. Na application for �tnal payment will be accepted until satisfactory evidence of
24 release af Iiens has been submitted to the City.
25 1.5 SUBMITTALS
26 A. Submit aIl required documentation to City's Projec� Represex�tative.
CITY OF FORT WORTH WS2 to WS3 Pressure Plane Transfer
STANDARI7 COT�STRUCTTOT� SPECIFICATION DOCUMENTS City ProjecE No. 01468
Revised J�ly l, 2011
OT 7714-2
CLOSEOUT REQUIREMENTS
Page 2 of 3
1 1.6 INFORMATIONAL SUBNIITTALS [NOT USED]
2 1.'7 CLOSEOUT SUBMYTTALS [NOT USED]
3 PART 2- PRODUCTS [N�T USED]
4 PART 3 - EXECUTIDN
5 3.1 INSTALLERS [NOT U�ED]
6 3.2 EXANIIlVATION [NOT USED]
7
8
3.3 PREPARATION [NOT USED�
3.4 CLOSEOUT PROCEDURE
9 A. Friax to requesting Final Inspection, submit:
10 1. Project Record Documents in accorc�.ance with Section 01 78 39
11 2. Operation and Maintenance Data, if required, in accordance wit11 Section O l 78 23
i2 B. Prior to requesting Final Tinspeciion, periorm imal cleaning in accorctarice r�iir► Seciio�i
13 O1 74 23.
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C. FinalInspectian
I. After final cleaning, pro�vide notice to the City Project Repr�sentative t�at the Work
is completed.
a. The City will make an initial Final I�spection with the Contractor present.
b. Upon completian of t�is inspection, the City will natify the Contractor, in
writing wi�hin 14 business days, of any particulars in which tl�is inspection
reveals that the Work is defective or incomplete.
2. Upon r�ceiving vvz'itten notice from tl�e City, immediately underia�Ce tha Work
required to remedy deficiencies and complete the Work ta the satisfactian of the
City.
3. Upon completion of Wark associated with #he items listed in the City's �vritten
noiice, zz��orm the City, that the reqnired Woric has beet� completed. Upon receip�
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Inspection of ihe project.
4. Provide all special accessories required to place each item of equiprrient in fu11
opera�ion. These special accessozy items include, but are not limited to:
a. �pecified spare parts
b. Adequate ail and gr�ase as required far the first lubrication oithe equipment
c. �nitial fili up o� all chemical tanks and fuel tanks
d. Lig�t bulbs
e. Fuses
f. Vault keys
g. Handwheels
h. �ther expendable items as required far initial start-up and operation of all
equipment
39 D. Notice of Project Comple�ion
CITX OF FORT WDRTH
STANDAIZT] CONSTRUCTION SPECIFICAT[ON DpCi]MENTS
Revised July 1, 2Q l 1
W52 to WS3 Pressure Plane Transfer
City Project No. Q1468
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017719-3
CLOSEdUT KEQUIREMENTS
Page 3 of 3
1. Once the City Project Representative �nds the Work subseq�ent to Final Ins�ection
to be satisfactory, fhe City will issue allotice of Project Comptetian (Green Sheet).
E. �upporting Documentation
1. Coordinate wifih the City Projecfi Representative to complete the folIowing
add�tional fo�s:
a. Final Payment Request
b. Statex�aen�t of Cont�ract Time
c. Affida�it of Payment and Release af Liens
d. Consent of Surety �o Final Payment
e. Pipe Report (if required}
f. Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of FinaI AccepYance
1. Upon review and accep�ce of Notice of Project Completion and Supportit�g
Documentation, in accordance with General Conditions, City will issue Letter of
FinaI Acceptance and release ihe Final Payment Request for payment.
3.5 REPAIR / RESTORATION [N�T USED]
3.G RE-INSTALLATION [NOT USED]
3.7 F�ELD [ox] SITE QUALTTY C�NTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLO�EOUT ACTIVITIES [NOT USED]
3.1� PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SI.7IVIlVIARY OF CHANGE
29
CITY OF FORT WORTH
STANDARD CONSTRUCTIpN SPECIFICATION DOCI.JMENTS
Kevised July 1, 2011
W52 to W53 Pressure Plane Tra�sfer
Ciry Praject I*Io. 01468
01 78 23 - 1
OPEKATiON AND MAINTENANCE bATA
Page 1 of 5
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3 PART1- GENERAL
4 L1 SUNIlI7ARY
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SECT�ON Ol. 78 23
OPERATION ANID MAINTENANCE DATA
A. Section Inciudes:
1. Product data and relafed information appropriate for City's maintenance and
operation of products furnished under Confiract
2. S�ch praducts �ay include, bt�ti axe not lix�ited to:
a. Traffic Controllers
b. �rrigation Controllers (to be operated by the City)
c. Butterfly Valves
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but ar� noi n�cessarily limited to:
I. Division 0— Bidding Requirements, Cantract Farms and Condition� ofi�ae Cor�tract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDLTRES
A. Measurement and Payment
1. Work associated with �his Item is considered subsidiary to the various Items bid.
No separate paymeni will be all�vved for �his Item.
REFERENCES �NOT USED�
Z2 1.4 ADNIINISTRATIVE REQiTIREMENTS
23 A. Schedule
24 1. Submit rnanuals in final form to ihe City within 30 calendar days of product
25 shipment to the project si�e.
26 1.� SUSNIITTALS
27 A. SubmittaIs shaIl be in accorda.nce with Section O1 33 00 . All submittals shall be
28 app:roved by the City p;rior to delivery.
29 �.6 INFORMAT�ONAL SUBNIITTALS
30
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33
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37
A. Submittal Form
1. Prepare data in form of an instr�ctional manual for use by City personz�el.
2. rormat
a. Size: 8'/� inches x 11 inches
b. Paper
1) 4a pound miniinum, white, for typed pages
2} Hoies ;reinfa;rced vvith plastic, cioth or xnetal
c. Text: Manufacturer's printed data, ar neatly typewritten
CITY OF FORT WORTH WS2 to WS3 Pressure Plane Transfer
STANDARD GONSTRUGTIpN 3PECIFICATION DOGLIMENTS City ProjectNo. 01�168
Revised December 20, 20I2
D17823-2
OPERATION AI*!D MA,INTENANCE DATA
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B. Manual Content
lb 3. Binders
17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers
18 b. Whez� muItiple binders are used, correlate the data inta related consistent
19 groupings.
26 4. If a�ailable, provide an electronic form of the O&M Manual.
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►�
3.
C!
d. Drawings
1} Pro�ide reinfot'ced punched binder �ab, bind in with text
2} Reduce larger clrawings and fold to size of te�t pages.
e. Provide fly-leaf �'or each separate produc�, or each piece of operating
equipment.
1) Provide typed description of pz'oduct, and major component parts of
equip�nn ent.
2) Provide indexed tabs.
f. Co�ex
1) Identify each volume with typed or printed tiitle "OPERATING AND
MAINTENANCE 1NSTRiJCTIONs".
z� Lzst:
a) Title of Project
b) Zdentity of separate structure as applicable
c) Identity of general s�zbject matt�r covered in t�Ze manual
1. Neatly typewritten table of contenis for each �olunr�e, arranged in sysiematic order
a. Con�ractor, name of responsible principal, address and �elephone nurt�ber
b. A list of each product required to be included, indexed io content of the voluz�ne
a Lisi, with each product:
1) The na�me, address and telephone number of the subcontractor or installer
2) A list of each product required to be included, indexed to coz�teni of tha
volume
3} Identify area of responsibility of each
�} 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.
Prod�act Data
a. Include only those sheets which are pertinent to the specific product.
b, Annatate each sheet ta:
1} Clearly identify specific product or pa� instalIed
2) Clearly identify data applicabte �o installation
3) Delete references to inapplicable informa�ion
Drawings
a. Suppleznent produci da#a with drawings as necessary to clearly illustrate:
1) Relations of component parts of equipment and syste��s
2) Control and flow diagratt�s
b. Cooz'dinate drawings with information in Project Record Docum�nts �o assure
correct illustration of completed installation.
c. Do not use Project Recard Dra�r+ings as maintanance drawings.
Written iext, as x'equired to supplement product data far the particular installatian:
a. Organize in consisteni format under separate headings for different procedures.
b. Provide logical sequet�ce of instructions of each procec�ure.
CITY QF FORT WORTH
STANDART� CDNSTRUCTION SP�CIPtCATTON I70CUMENTS
Revised December 20, 2012
WS2 Eo WS3 Pressure P�ane Transfer
City Project No. Q1468
017823-3
pPERATIOl�i AND MAIN'1'ENANCE DATA
Page 3 of 5
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S. Capy af each warx'anty, bond and service contract issued
a. Provide infonnation sl�eet far City personne� giving:
1) Proper procedures in event of failure
2} �nstazices wl�ich rnight affect validity oiwarranties or bonds
C. Manual for Materials and Finishes
i. Submifi 5 copies of complefe manual in fi�al form.
2. Content, for architectural products, appIied materials and finishes:
a. Manufacturer's data, giving fuII ixzfor�ation on products
1) Cataiog numher, size, composition
2} Color and texfiure designations
3) Tnfot'tnation required for reordering special manufactured products
h. Instructions %r care and maintenance
1) Manufacturer's recommendat�on for types of cleaning agenfis ana methods
2) Cautions against c�eaning agents and znet�ods vv�ich are detrzmental ta
product
3) Recommended scf�edule for clea�ing and z�aaintenaz�ce
3. Content, for moistuce protection and weather exposure products:
a. Manufacturer's data, giving full in%rmation on produc�s
1) Applicable siandards
2) Chemicat composition
3) Details of installation
b. Instructions for inspection, maintenance and repair
D. Manual for Equipment and Systems
1. Submit S copies of complete rnanual in final form.
2. Conient, �ox' each unit of equipment a�d system, as appropriate:
a. Description of unit and component parts
1) Functioz�, normal operating characteristics and Iimiting conditions
2) Performance curves, engineering data a�d tests
3) Complete nomenclature and commercial number of replaceable parts
b. O�erating procedures
I) Start-up, break-in, routine and normal operating instructions
2) Regulation, coniro�, stopping, shut-dowr� and emergency instructions
3) Summer and winter operating insiructians
4} Special operating instructions
a Maintenance procedures
1) Routine operations
2) Guide to "�ro�ble shooting"
3} Disassembly, repair and reassembiy
4) Alignmenfi, adjusting and checking
�. �ervicing and lubrication schedule
1} T�,ist of lubrican�s reyuired
e. Manufacturer's printed operafiing and maintenance instructions
f.. Descripiion o� sequence af operation by control manufacturer
1} 1'redicted life oiparts subjectto wear
2} Itezns recom�ended to be st�cked as spare parts
g. As installed control diagrams by controls manufactLu�er
h. Each coniractor's coordinaiion drawings
1) As installed calor coded piping diagrams
C1TY OF PORT WORTH
STANDARD CONSTRUCTION SPECiFICATION DOCUivfE�iTS
Revised December 2p, 2p 12
WS2 to WS3 Pressure Plane Transfer
Ciry Project No. 0] 468
017823-4
QPERATION AND MAiI�TENA�IGE BATA
Page 4 of S
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Content, for each electric and electranic system, as appropriate:
a. Description of system and component parts
1) Function, normal operating characteristics, and limiting conditions
2) Pez�o:rmance curves, engineering dafia and tests
3) Complete nomenclatur� and comz�aerciat number of replaceable parts
b. Circuit directaries of panelboards
1) EIectrical service
2) Controls
3) Cotzamunications
c. As installed calor coded wiring diagrams
d. Operating procedures
1) Routine and normal operating instractians
2) Sequences required
3) Special operati�g instt-�zctions
�. Ma�ntenance procedures
1) Routine operations
2) Guzde ta "trouble shooting"
3) Disassembly, repair and r�assembly
4} Adjustment and checking
f. Manufacturer's printed operating and nn�ait�tenanca instructions
g. List o�'original manufacturer's spare parts, manufacturer's current prices, and
recominended quantities to be maintained in starage
h. Other data as required under pertinent �ections of Specifications
Prepare and include additional data. when the need %r such daia becoaaes apparent
during instruciion af City's persannel.
Charts of valve tag num�ers, with location at�d function of each valve
List of original manufacturer's spare parts, manufacturer's current prices, and
recom�nended quantities #o be maintained in storaga
Other data as required under pertinent Sections of Specifications
30 1.i CLOSEOUT SUBMITTALS [NOT USED]
31 1.8 MATNTENANCE MATERIAL SiJBMITTALS [NOT USED]
32 1.9 QUALITY A�SURANCE
33 A. Provide operation and maintenance data by personnel with tI�e follovving criteria:
34 1. Tz'ained and experienced in maintenance and operation of described products
35 2. Skil�ed as technical writer to the exteni r�quired to conntnunicate essential da�a
36 3. Skilled as draf�sman competent to pz'epare requirad drawings
CITY OF FOIZT WORTH WS2 ta WS3 Pressure Plane Transfer
STAI�fDARD CONSTRUCTIQN SPECIFTCATION DOCUMENTS Ciiy Project No. 01468
Revised December 2U, 2012
017823-5
OPEIL4TIpN Ai*ID Fv[AINTENANCE DATA
Page 5 of 5
1 L10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
2 l.11 FIELD [S�TE] CONDITIONS [NOT USED]
3 112 WARR.ANTY [NOT USED]
4 PART Z- PRODUCTS [N�T USED]
5 PART 3� EXECUTION [NOT USED�
C
7
END OF SECTION
Revision Log
DATE NAME SUIVIlI�ARY OF CHANG�
8/31/2012 D. .Tohnson 1.S.A.1—tifIe of section removed
8
CITY pF FQRT WORTH 'WS2 to W53 Pressure Plane Transfer
STANDATt17 CONSTKUCTION SPECIFICATIbN BOCi]MENTS Ciry ProjecY Na. 01468
Ttevised 17ecember 20, 2012
Ol 78 39 - 1
PKOTECT ItECpRD DOCUMENTS
Page 1 of 4
1
2
3 PART 1 - GENERAi�
4 l.1 SLTMMARY
SECTION 01 78 39
PROJECT RECORD DOCZ.JIv�NTS
5 A. Section Inciudes:
6 1. Woxk associated with the documen#ing the project and recording changes to project
7 documents, including:
8 a. Record Drawir�gs
9 b. Water Meter Service Reports
10 c. Sanitaiy Sewer Service Reports
I 1 d. Large Water Meter Reports
12 B. Deviations fram this City of Fort Worth Standard Specification
13 1. None.
I4 C. Related �pecification Sections include, but az'e not nec�ssarily limited to:
15 1. Division 0—Bidding Requirements, Contrac# Farms and Can�diiions ofthe Contract
16 2. Divisio�t I— GeneraI Reyuirements
17 1.2 PRICE AND PAYlV�NT PROCEDURES
18 A. Measurer�rzent and Payment
19 1. Work associated with thxs �te�tn is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this ite�.
21 1.3 REFERENCES [NOT USED]
22
23
1.4 ADNIDVISTRATIVE REQUIREMENTS [NOT USED�
1.� SUBMITTALS
24 A. Prior to submitting a request far Final I�spection, deliver Project Record Documents to
25 City's Project Representative.
26 �.6 ACTION SUBMITTAL�/INFORMATTONAL SUBNIITTALS [NOT USED]
27
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29
30
31
32
33
34
35
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1.7 CLO�EOUT SUBMITTALS [NOT USED]
1.8 MATNTENANCE MATERIAL SUBMiTTALS [NOT USED]
1.9 QUALTTY ASSURANCE
A. Accuracy of Records
1. Thoroughly coordinafe chauges within the Recard Docurnents, znaking adequaie
and proper entries on each page of Specifications and each sheet of Drawings and
other pocuments where such entry is required to shovv the cI�ange properly.
2. Accuracy of records sha11 be such that fiature search for items shown in the Coniract
Doc�menis �nay rely reasonably o� information obtained from the approved Project
Record Documents.
CiTY OF FORT WOiZTH W52 fo WS3 Pressw-e Ptane Transfer
STANDARD CONSTRUCTION SPECiPICATION DOCUMENTS City Project No. 0I468
Revised 7uly 1, 20i 1
01 78 39 - 2
PItO]ECT RECpRD DOCUMENTS
Page 2 of 4
1 3. To facilitate accuracy of r�cords, naake entries within 24 hours after receipt of
2 infarmation that the change has occurred.
3 4. Provicie factual information regaxding all aspects of the Work, bath concealed and
4 visible, to enable future modification oithe Work ta praceed wit�out lengthy and
5 expensive site measuz'et�aent, investigation and examination.
6 1.10 STORAGE ANl7 HANDLING
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A. Storage and Handling Requirements
1. Maintain fihe job set of Record Documents cozx�pletely protected from deterioration
and from lass and damage until comple�ion of the Work and transfer of all recorded
data to the final Praject Record Documents.
2. In the event of loss of recorded data, use naeans necessary to again secure the data
to the City's approval.
a. rn such case, proeide replacements to the standards originally required by the
Contz'act Documents.
1.11 FTELD jSITE] CONDITION� [NOT USED]
1.1� WARRANTY [N�T USED]
17 PART � - PRODUCTS
18 2.1 OWNER-FURNISHED [ox] OWNER-�UPPLIED PRODUCTS [N�T USED]
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�.2 RECORD DOCUMENTS
A. Job set
I. Promptly falIowing receip� of the Notice to Proceed, secure from the City, at no
charge to the Contracto�, 1 complete sei of a11 Documents comprising �he Contract.
B. FinaI Record Documents
1. At a time nearit�g the comple#ion of the Wark and prio:r to k'inal Inspection, provide
t�e City 1 complete set of all Pinal Record Dravvings in the Contract.
�..3 ACCESSORiE� [NOT USED]
�..4 SOURCE QUALITY CONTROL [NOT USED]
28 PART 3 - EXECUT��N
29 3.1 INSTALLERS [NOT USED]
30
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3.� EXAMYNATI�N [NOT U�ED]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANCE DOCUIV�NTS
A. Maintenance of Job Set
1. Immediately upon receipt of the job set, identify each of the DocuFnenis with the
title, "RECORD DOCUMENTS - JOB SET".
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECI�'ICATTON DOCUM�NTS
Revised July 1, 201 t
WS2 to WS3 Pressure Plane Transfer
City Project Na. O1�}68
017839-3
PROJECT ItECQRD DOCUMENTS
Page 3 of4
1 2. Preservatian
2 a. Considering the Confract completion time, the probable number of occasions
3 upon which the jab set must be fiaken out for new entries and far examinaiion,
4 and t�ae conditions under which these activities wiI� be performed, devise a
5 suitable method for protecting the job set.
6 b. Do noi use the job set for any purpose except er�try of new data and for review
7 by the City, until start af transfer of data to finaI Praject Record Documents.
8 c. Maintain the job set ai the site ofwork.
9 3. Coordination with Canstruction Survey
10 a. At a minimum, in accordance with the intervals set farth in Section O1 7l 23,
] 1 clearly mark any deviations from Contract Documents associated with
12 installafian of tl�e infrastructure.
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4. Making entries on Drawings
a. Record any �eviations from Contract Documents.
b. Use an erasable colored pencil {not in� oz' indelible penciI), clearly describe the
change by graphic line and note as required.
c. Date ali entries.
d. Call attention to the entry by a"cloud" drawn around the area or areas affected.
e. � the event of overPapping changes, �se c�ifferent colors for the overlapping
changes.
5. Conversion of schematic layouts
a. In sorn� cases on the Drawings, atrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not �ntended to
portray precise physical layout.
1} Final physical arz'ange�nent is determined by t1�e Contractor, subject fo the
City's approval.
2) Hovvever, design of future modif cations of the facility may require
accurate information as to the ftnaI physical layout of items which are
shown onIy schemaficalIy on the Drawings.
6. 5�iow on the job set ofRecard Dra�vi�gs, by dimension accurate to within 1
inch, the centerline of each ran of items.
T) FinaI physical arrangement is defiermined by the Contractor, subject to the
City's approval.
2) Show, by symbol or note, the vertical Iocation of the Item ("under slab", "in
ceiIing plenufn", "e�posed", and the like}.
3} Make alI identification sufficiently descriptive that it �rzay be related
37 reliably to the Specifications.
38 c. The City may waive the requirements for converszon of scher�zatic Iayauts
39 where, in the City's judgment, conversion serves no useful purpose. However,
40 do not rely upon waivers be�ng issued except as specifzcally issued in writing
41 by the City.
42 B. Fina� Project Record Documents
43 1. Transfer of data to Drawings
44 a. CarefulIy transfer c}�az�ge data shown on the job set of Record Drawings fo the
45 corresponding final documents, coordinating the changes as required.
46 b. Clearly indica�e at each affected detail and other Drawing a full description of
47 changes inade during construction, and the actual location o� items.
CITY OF FORT WORTH WS2 to Vi�S3 Pressure Plane Transfer
STANDAR.D CqNSTRUCTTON SPECIFICATION DOCUNIENTS City Project No. 014G8
Kevised July 1, 2011
O17839-4
PROJEG'1' RECORD DOCIUMENTS
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c. Call attention to each entry by drawing a"c�oud° around the area or area�
affecied.
d. Make changes neatly, consistently and with the praper media #o assure
longevity and clear repraduction.
2. Trans%r of data ta other pocu�nents
a. If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries therean have been orderly ta t�e approval of the City,
the job set af �hose Documents, other than Drawings, will be accepted as final
Record Docum�nts.
b. �� any such Document is not so approved by the City, secure a naw copy of ihai
Document fram the CitS� at the City's nsual charge for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
af the Cify.
3.5 REPAIlt / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [N�T USED]
3.'� FIELD [oR] S�TE QUALITY CONTROL �NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJLJSTING [NOT USED]
3.1Q CL,EANING [NOT USED]
3.11 CLOSE�UT ACTIVIrIES [NOT USED]
3.1� PROTECTIDN [NOT USEDI
3.13 MAINTENANCE [NOT U�ED]
3.1� ATTACHMENTS INOT U�ED]
END OF SECTION
Revision Lag
DATE NAME ST]MMARY O�' CHANGE
26
CITY OF FOAT WORTH
STANDAIZT� CONSTRCTCTION SPECTFICATION DOCUM�NTS
Re�ised ]uly 1, 2Q] 1
WS2 to VVS3 Pressure Plane Transfer
Ciry Project No. 014b8
oaai ia-1
IiTILITY REMOVALIABANDONMENT
Page 1 of 17
1
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3 PART1- GENERAL
4 J..l SUMMARY
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C
C.
SECTION a� 41 14
UTILITY REMOVAL/ABANDONMENT
A. Section Includes:
l. Direction far tI�e removaI, abandoi�xnent or salvaging of the %]lowing utilities:
a. Cathodic Protection Test Stations
b. Water Lines
c. Gate Valves
d. Water Valves
e. Fire Hydrants
f. Wafer Meters and Meter Box
g. Water Sa.mpling Station
h. Concrete Water Vaults
i. Sanitary Sewer Lines
j. Sanitary Sewer Manholes
k. Sanitary Sewer Junction Boxes
l. Sto�aa Sewer Lines
m. Storm Sewer Manhole Risers
n. Storm Sewer 7unction Boxes
o. �torm Sewer Inlets
p. Box CuIverts
q. Headwalls and Safety End Treatme�ts
r. Trench Drains
Deviaiions fram this City of Fort Worth Sfiandard Specification
1. I.Z.B.1D — Water Service Abandonnnent
2,. 3.4.B.13 — Water Se�rvice AbandonNnent
Relate� Specification Sections include, but are not necessarily Iimited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
3. Section Q3 34 �3 -- Ca�troll�d Low Strength Material (CLSM)
4. Section 33 OS 10 — Uiility Trench Excavafio�a, Ennbedment and Backf ll
5. Section 33.OS 24 — InstaIlation of Carrier Pipe zn Casing or Tunne� Liner Plate
6. Section 33 11 11 -- Ductile Iron Fittings
7. Section 33 11 13 — Concrete Pressure Pipe, Sar-wrapped, Steel Cylinder Type
8. Section 33 11 1Q- — Buried Steel Pipe and Fittings
9. Section 33 12 25 — Connection ta Existing Watex' Mains
38 1.2 PRICE AND PAYMENT PROCEDURES
39 A. UtiIity L�nes
�40 1. Aba�idonment of UtiIity Line by Grouting
CITY OF FORT WORTH WS2 to WS3 Pressure Plane Transfer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. D 1468
Revised December 20, 2012
024] 14-2
UTIT.TTS' TiEMDVAL/ABANDONFVIENT
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a. Measurement
1} Measurement for ihis Item shall be per cubic yard of exis�ing utilify line io
be grouted. Measure by tickets showing cubic yards of grout applied.
b. Payment
1} The work performed and fnaterials furnished in accordanc� with this Ztem
ar�c�. measured as provided under "M�asuremez�t" shall be paid for at the
unit price per cubic yard of "Line Grouting" %r:
a) Various types of utiIity li�e
c. The price bid shall include:
1} Law density celIular grout or CLSM
2} Water
3) Pavement removal
4} Excavation
5) Hauling
6} Disposal of excess materials
7) Furnishing, placement and campaction of backfill
S) Clean-up
2. Utility Line Removal, Separate Trench
a. Measurement
1) Measurement for this Itezn sk�alI be per linear foot of existing utility line to
be removed.
b. Pay�nent
1) The work perfarmed and inateraals furnished in accordance with this Item
and measured as pro�ided ut�der "Measurement" shaIl be paid for at the
unit price bid per linear foot af "Ite�nove Line" for:
a} Various types of existing utility line
b) Various sizes
c. The price bid shall 'uiclude:
1) Removal and disposal of existing utility pipe
2) Pa�vemeni removal
3) Excava#ion
4) Haulzng
S} Disposal of excess materials
6} Furnishing, placement and co�npaction of backfill
7} Clean-up
3. Utility Line Remaval, Same Trench
a. Measurement
1} This Item is considered subsidiary the proposed utiliLy line being installed.
b. Payment
1} The vvork performed and materials furnished in accordance vvith this Item
are subsidiaty to the installation of proposed utiliiy pipe and shall be
subsidiary to the unit price bid per linear foot of pipe complete in place, and
no other compensation will be ailowed.
4. Manhale Abandonment
a. Measuremeni
1) Measurement for this Item will be per each manhole to be abandoned.
b. Payment
CITY OF PORT WOTiTH
STANDARB CONSTRUCTIOIV SPECIFICATIQI� DOCi ]MEI�TS
Kevised December 20, 2012
WS2 ta WS3 Pressure Plane Transfer
City Project No. 01468
02�f114-3
UTILITY REMOVAL/ABANDONMENT
Page 3 of 17
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1) The work performed axad znate:rials furnished in accordanc� with this Item
and measured as provided under "Measurement" shaIl be paid for ai the
unit price bid per each "Abandon Manhole" for:
a} Various diameters
b) Various types
c. T�ae price bid shall include:
1) RemovaI and disposal of manhole cone
2} Removal, salvage and delivery of frame and cover to City, ii applicable
3} Cutting and pl�gging of existing sewer lines
4) Concrete
S) Acceptable naaterial for backfilling manhole void
6) Pavement removal
7) E�ca�vatio�n
8) Hauling
9) Disposal of excess materials
10) Furnishing, placement and colnpactian of backfill
11) Surface restoration
12} Clean-up
Cathodic Test Sta�ion Abandon�nent
a. Measurement
1) Measurement far this Item will be per each cathodic iest station to be
abandoned.
b. Paym�nt
1} The work performed and materiais fiu-nished in accordance with this Item
and measured as provided under "Measurement" shall be paid for at the
uz�it price bici per each "Abandon Cathadic T�st Station".
c. The price bid shall include:
1) Abaa�don catl�odic test station
2) CLSM
3} Pavement removal
4) Excavation
S) Hauling
6) Disposal of excess materials
7) Furnishing, placement and com�action of backfill
8} Clean-up
B. Water Lines and Appurtenarzces
1. Installation of a Water Line Pressure Plug
a. Measurement
1} Measuretxient for this Item shall be per each pressure plug to be �nstalled.
b. Payment
1) The wark perforrned and rnaterials furnished in accordance with this Ttem
and meas�red as provided under "Measurer�ne�t" shal� be paid foz' at Yhe
unit price bid for each "Pressure Plug" instaIlea for:
a) Various sizes
c. The price bid sha1I incl�ade:
T) Furnishrng and installing pressure plug
2) Pavernent removal
3) Excavation
4} Hauling
CITY OF FORT WORTH
STANDARD CONSTRUC'I'ION SPECIFICATION AOCUMENTS
Revised T7ecemher 20, 2412
WS2 to WS3 Pressure Plane Transfer
City ProjecY No. 01468
02 41 14 - 4
UTILITY REMOVAL/ABANDONM�.IVT
Page 4 of I7
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2.
5) Disposal of exc�ss material
G} Gaskets
7) Bolts and Nuts
8) Fumishing, p�acement and coinpaction of embedment
9) Furnishing, placement and compaction of bacicfill
10) Disinfection
I 1) Testing
I2) CIean-up
Abandonnr�ent o� Water Line by Cut and ins�allation of Abandonment Plug
a. Measurement
1) Measurement for t�is Ttem shall be per eacl� cut and abandonment plug
installed.
b. Payment
1) The work performed and m�aterials fiirnished in accordance with this Itein
and measured as pro�ided under "Measurement" shall be paid far at the
unit price bid for each "Water Abandanmeni Plug" installed for:
a} Various srzes
c. The price bid shall include:
1} Furnishing and installing abandanment plug
2} Pavennent removat
3} Excavation
4} Hauling
5) CLSM
6} D'zsposal of excess material
7} Furnishing, placement and compaction of backfill
S) Clean-up
3. Water Valve Rezno�val
a. Measurement
1} Measurement for this �tem wi11 be per each water valve �o be remaved.
b. Payment
1) The work perforrned a�nd maierials furnished in accordance with this item
ax�d zr�eas�red as provided under "Measurement" shall be paid for at the
uni# price bid per each "Remove Waier Valve" far:
a) Various sizes
c. T�e price bid shaIl include:
1) Removal and disposal of valve
2) CLSM
3) Pavement removal
4) Exca�atian
5) Hauling
b) Disposal of excess ma�erials
7) Fur�ishing, placement and compaction of backfill
$) Clean-up
4. Water Valve R�moval and 5alvage
a. Measurement
1) Measurement for this Item will be p�r each water valve to be re�noved and
salvaged.
b. Payment
CITY OF FORT WORTH
STANT�ARD CpNSTRUCTION SPSCIFICATTOI� DOCUMEN'I'S
Rev[sed Taecember 20, 2012
WS2 to WS3 Pressure P[ane Transfer
City Project No. OI468
02 41 14 - 5
UTILITY REMOVALIABANDONMENT
Page 5 of 17
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5.
6.
1} The work performed and materials furnished in accordance with this Item
and measured as provided under "Meas�rement" shalI be paid for at the
unit price bid per each "Salvage Water Valve" for:
a) Various sizes
c. The price bid shall incluc�e:
1) Removal and Salvage oivalve
2} CLSM
3} Delivery to City
4) Pa�ement removai
5) Excavation
6) Hauling
7} Disposal oiexcess materials
8) Furnishing, placement snd compaction of backfill
9} Clean-up
Wa�er Valve Abandonxnent
a. Measurement
1) Measurement for this Item will be per each water valve ta be abandoned.
b. Payment
1} The work performed and materials furnished in accordance with this Item
and measured as provided unaer "Meas�rement" shalI be paid for at the
u�it price bid per each "Abandon Water Valve" for:
a) Various Sizes
c. Tha price bid shall include:
1) Abanc�onment of valve
2} CLSM
3) Pa�+einent removal
4) E�cavation
5) Hauling
6) Disposal of e�cess nrzate;rials
7} Furnishing, placement a�d compaction of backfill
$} Clean-up
Fire Hydrant RemovaI and SaIvage
a. Measurement
1) Measurement for this Item will be per each fire hydrant to be removed.
b. Paymant
1} The work performed and materials furnished in accordance with this Item
and m.easured as prov�ded under "Measurement" shait be paid far at the
unit price bid per each "Sal�age Fir�e Hydrant".
c. The price bid shall include:
1) RemovaI and salvage of fire hydrant
2) Delivery to City
3} Paveinezlt reznoval
4) Excavation
5) Hauling
6) Disposal o�excess maierials
7) F'urnishing, placement and compaction of backfill
8} Cleaz�-up
7. Water Meter Removal and SaIvage
a. Measurement
CITX OF FORT WORTH
STAI�➢AKD CONSTRTJCTrON SPECTFTCATION DOCiJMEI�I7'S
Revised December 20. 2012
WS2 to W53 Pressure Plane Transfer
City Project No. 014G8
02 41 14 - 6
UTILITY REMOVfjL/ABANDONMENT
Page 6 of 17
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1) M�asurement for this Item wi11 be per each water meter to be removed and
salvaged.
b. Payment
1) The wark performed and materials furnished in accordance with this Itena
ar�d measured as provided undar "Measurement" shaIl be paid for at the
unit price bid per each "Saivage Water Meter" for:
a) Various sizes
2) If a"Water Meter Service Relocate" is performed in accardance with
Section 33 12 10, removal and salvage or disposal of the existi�ag (2-inch or
smaller) water meter sha11 be subsidiary to the cost of the "Water Meter
Service Relocate", no other compensation wiIl be allowed.
c. The price bid shall include:
1) Rerzao�val and salvage af water meter
2) Delivery ta City
3) Pavement removal
4) Excavation
5) Haulir�g
6) Disposal af excess materials
7) �'urnishing, placement and compaction of backfill
8) Clean-up
8. Water Sampling Station Removal and Salvage
a. Measurement
1) Measurement for this Item will be per each water sampling station to be
ramoved.
b. Payment
1) The work perfiormed and materials furnished in accordance with this Item
and measured as provided under "Measurement" sha11 be paid for at the
unit price bid pe�r each "�alvage Water Sampling Station".
c. The price bid si�all include:
1) Removal and salvage of water sampling station
2) Delivery to City
3) Pavement removal
4) Exca�vation
5) Hauling
b) Disposal o� excess materials
7) Furnishing, placement and compaction of backfill
8) CIean-up
9. Concrete Water Vault Removal
a. Measurement
1) Measuremen� for this Itez�a will be per each concrete water �ault to be
renaoved.
b. Payment
1) The wor�C performed and materials furnished in accordance with this Item
a�d measured as provided under "Measurement" shall be paid for at the
unit price bid per each "Remove Concrete Water Vault".
c. The pz'ice bid shall include:
1) Removal and dispasal of concrete wat�r vauIt
2) Removal, salvag� and delivery of frame and cover to City, if applicable
3) Removal, salvage and deli�ery oiany valves to City, if applicable
CITY QF FQRT WORTH
STADlbAIl17 CdNSTRUCTION SPECIFICATION DOCU3VfEN1'S
Revised December 20, 20 ] 2
WS2 to WS3 Pressure Plane Transfer
City YrojecT No. 01468
02�}1l�}-7
UTILITY REMOVAL/ABANDbNIVI�NT
Page 7 of 17
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4) Removal, salvage and delivery of any water meters ta City, if applicable
5) Pavement removat
6) Excavation
7) Hauling
S) DisposaI of excess materials
9} F�rnishing, placement and compaction of backfill
10) Clean-up
10. Water Service Abandvn�nent
a. Measurement
�) Measurement for this Item will �e per each water service to be
abandoned.
b. Pa,vment
1) The work performed and materials €urnished in accordance with this
Ifem and measured as provided �nder "Measurement" shall be naid
for at the unit nrice �id ner each "WATER SEI2VICE
ABANDONMENT"
c. The price bid shall incIrrde:
1) Locatian of service connection to water main
2) Shutdovvn and dewvaterin�� ofr�vate�r main
3) Corporation stop and tappin� saddle removal and disposal
4) Fu�l Circ�e Repaxr Clamn for water naai�
�} Pavement removal
G) Excavation
'i) Hauling
$) Disposal of excess materials
9) Furnishing, A1aCement and compaction of baCkfll
10) Clean-ua
C. Sanitary Sewer Lines and Appurtenances
1
�
Abanc�onm�ni of Sanitary Sewer Line by Cut ar�d installation of Abandonment Plug
a. Measurement
1) Measurement for this Item shall be per each cut and abandonment plug
instal�ed.
b. Paymei�t
1} The wor�C pe;rformed and materials far�lished in accordance vvith this Itezn
and measured as provided under "Measurement" shall be paid for at the
unit price bid for each "Sewer Abandonment Pl�ag" for:
a) Various sizes
c. The price bid shall include:
1) Furnishrng and installing abandonment plug
2} Pavement removal
3 ) Exca�ation
4) Hauling
5} CLSM
6) DisposaI of excess material
7} Furnishing, placement and compa.ction of backfill
8) Clean-up
Sanitary Sewer Manhole Removal
a. Measurement
CIT'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFiCATION I)OCUMENTS
Revised December 20, 2012
WS2 Yo W53 Pressure Flane Transfer
Ciry Project Na. 01468
a2a1 ra-s
1JTiLIi'Y REMOVAL/ABANDON3VI�NT
Page 8 of 17
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3.
1) Measurement for this Item will be per eac�a sanitary sewer manhole to be
removed.
b. Payment
1) The work perfo�ed and matarials furnished in accordance with this Ttem
and measured as provided under "Measurement" shall be paid for at the
unit price bid per each "Remo�e Sewer Manhale" for:
a} Various diameters
c. The price bid shall include:
1) Renrzoval and disposal of manhole
2) Removal, salva�e and delivery of frame and cover to City, if applicable
3) Cutting and pluggulg of e�zsting sewer lines
4) Pavement removal
5 ) Excavation
6) Hauli�zg
7) Disposal of excess materials
8) Furnishing, placement and compaction of backfill
9} Clean�up
Sanitary 5ewer Junction Strucfuge Removal
a. Measurement
1} Measurez�aent for this Item wiil be per each sanitaty sewer junction
strucfiure being removed.
b. Payment
1} The work performed actd materials iurnished in accordance wit�a this Item
anti z�easured as provided under "Measurement" shall be paid %r at ihe
lump sum bid per each "Remove Sewer Junction Bax" location.
c. The price bid shall include:
1} Removat and disposal af junctian bax
2} Removat, salvage and delivcry of frame and co�ver to City.
3} Pavement remo�al
4} Excavation
5) Hauling
6} Disposai of excess materials
7} �'urnishing, placement and compaction of backfill
S} Clea�a-up
D. Storm Sewer Lines and Appurtenances
1. Abandonment of Storm Sewer Line by Cut and in�tallation af Abandonment P1ug
a. Meas�rement
l) Measurement for this Item shall be per each cut and abandonment plug �o
be installed.
b. Paynczent
1) The work perfarmed and materials furnished in accordance r�vxth this ltem
and measur�d as provided under "Meas�rement" shall be paid for at the
unii price bid for each "Storm At�andanment Plug" installed fox�:
a) Various sizes
c. The price bid s�all inciude:
1) Furnishing and instaIling abandonment pl�g
2) Pavemeni removal
3) Excavatio�
4) Hauling
CITY OF FORT WORTII
STANDARD CONSTAUCTION SPECl�TCATTON DOCUMENTS
Itevised December 2d, 2012
W52 to W33 Pressure PEane Transfer
City Project Na. 01468
02 41 14 - 9
UTILITY REMdVAL/ABANBONMENT
Page 9 of 17
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5) CLSM
6} Disposal of excess material
7) Furnishing, placement and compac#ion of backfll
8) CIean-up
2. Storm Sewer Manhole Removal
a. Measurem ent
1} Measurement for this Item will be per eac}z storna sevver �rz�az�hole to be
removed.
b. Payment
1) The work performed and materials iurnished in accordance with this Ite�n
and measured as provided under "Measurement" sha�l be paid for at the
iuiit price bid per each "Remove Manhole Riser" far:
a) Va�-ious sizes
c. T�e price bid shall iu�clude:
1) Removal and disposal of m�nhoIe
2) Re�aaovaI, salvage and delivery of frame and cover to Ciiy, ifi applicable
3} Pavement removal
4} Excavation
5) Hauling
6) Disposal of excess materials
7) Furnishing, placement and coxnpaction of back��l
$) Clean-up
3. Storm Sewer Junction Box Removal
a. Measurement
1) Measureineni for this Ifiem will be pee each storm sewer jUnction structure
to be re�naoved.
b. Payment
1} The wark pe�ort�aed and materials fumished in accordance with this Item
and measut-ed as provided under "Meas�rement" shall be paid �oz ai tlae
unit price bid per each "Remove Storm Junction Box" for:
a) Various sizes
c. The price bid shall include:
1} Removal and disposal of junction box
2} Removal, salvage and delivery of frame and cover to City, if applicable
3) Pa�ement removal
4) Excavation
S) Hauling
6) Disposal of e�cess �aaateriais
7} F�arnishing, placement and compaction of backfill
S) Cleatz-up
4. Storm Sewer Junction Str�chzre Removal
a. Measurement
1) Measurement for ihis Item will be per each storm sewer junction structure
being removed.
b. Payment
1) The vvork perfonmed and materiais furnished in accordance with this Item
and rr�easured as provided under "Measurement" shall he paid for at the
Iuznp su�a bid per each "Remove Storm Junction Structure" location.
c. The price bid shall inclvde:
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFiCATION DOCUMEN"1'S
Revised December 20, 2012
W52 to W53 Pressure Alane Transfer
City Project No. D1468
oz 4i 1a - io
UTILITY REMOVAL/ABANDONMENT
Page TO of 17
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1) Remo�al and disposal of junction structure
2} Remo�a.E, sal�age and delivery of frame a�nd cover to City, if applicable
3} Pavement remo�al
4) Excavatian
5} Hauling
6} Disposal of excess materials
7) Furnishing, placenrze�t and compaction of backfill
S} Clean-up
Storm Sewer InIet Removal
a. Measurement
1} Measurement for this Item wi11 be per eacl� starn� sewer inl�t to be
removed.
b. Payment
1) The �work performed and materials iurnished in accorda�ce c7vith this Item
and measur�d as provided under "Measurernent" sl�all be paid for at the
unit price bid per each "Remove Storm Inlet" for:
a} Various types
b} Various sizes
c. The price bid sha11 inciude:
1) Removal and disposal of ixilei
2) Pa�vement removal
3) Exca�atian
4) Hauling
5) Disposal of excess materials
b) Furnishing, placertzez�t and compactio� of backfiIl
7) Clean-up
�torm Sewer Junetion Box Removal
a. Measurement
l) Measurement for this Item shall be p�r linear foot o�' existing storm sewer
box �o be removed.
b. Payment
I) The work performed and maierials iurnished in accordance with this Item
and measured as provided under "Measurement" shall be paid for at the
unit price bid per linear foot of "Rexxaove Storm Junction Box" for all sizes.
c. The price bid shall include:
1} Re�oeal and disposal of 5�orm Sewer Box
2} Pavement removal
3} Excavation
4) Hauling
5) Disposal af excess materials
6} �urnishing, placemer�t and compaction of back�ll
7) Clean-up
HeadwalUSET Removal
a. Measurement
1) Measurement for this Item will be per each headwall or safety end
treatYnent (SET) to be removed.
b. Payment
CITY OF FORT WORTH
STANbAIZ13 CONSTRUCT`ION SP�CIPICATIOIV DDGUi+/�EN`CS
Revised Decenlber 20, 2012
Vir52 to WS3 Pressure Plane Transfer
City Project �10. D 1468
02 41 14 - 11
UTTLITY REMOVAL/ABANDOt�IMEI�iT
Paga 11 of 17
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8.
1) The work performed and materials fiu�nished in accordance wit1� this Item
and measured as provided �ndei• "Measurement" shall be paid for at the
unit price bid per each "Re�aaove HeadwalUSET".
c. The price bid shall include:
1} Removal and disposa� af HeadwalllSET
2) Paveinent remaval
3) Excavatian
4) Hauling
5} Disposal of excess mafierials
6} Furnishing, pIacement and compaction of backfill
7) Clean-up
Trench Drain Removal
a. Measurement
1) Measurement for this Item shall be per linear foot of storm sewer trench
drain to be remaved.
b. Paymei�t
1) Th� work p�rformed and materials furnished in accordance witl� this Item
and measured as provided under "Measurement" shall be paid for at the
unit price bid per linear foot of "Remove Trench Drain" for:
a) Varia�� sizes
a The price bid shall inctude:
I) Reznoval and disposal of storm sewer line
2) Pa�ement removal
3) E�cavatron
Q-) Hauling
5} Disposat of excess materials
6) Furnishing, placement and com�paction of backfilI
7) Clean-up
29 �.3 REFERENCE� [NOT USED�
30 1.4 ADMIl�IISTRATIVE REQUIREMENTS
31
32
33
i. Contac� Inspector and the Water Department Field Operation Storage Yard for
coo:rdination of salvage xnaterial return.
34 1.S SUSMITTALS [NOT USED)
35 1.6 ACTION SUBMITTALS/INFORMATIONAL SUSMYTTALS [NOT USED]
36 �.7 CLOSEOUT SUSNIITTALS [NOT USED]
37 1.8 MAINTENANCE MATERIAL �USNIITTALS [NOT USED]
38 1.9 QUALITY ASSURANCE [NOT USEDj
39 1.IU DELIVERY, STORAGE, AND HANDLING
40 A. Storage and Handling Requirements
41 l. Prot�ct and salvage all �naterials such thafi no damage occurs during delivery to the
42 City.
A. Coordination
C1TY bF FORT WORTH WS2 to WS3 Pressnre Plane Transfer
STANDARD CONSTRUCTION SPECIFICATTON DOCiJMENTS City Project No. OI468
Revised I7ecember 2D, 2012
02 41 14 - 12
U"CIT.ITY REMOVAL/ABANDONIVIENT
Page 12 of 17
I
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1.11 FIELD [SYTE] CONDIT�ONS [NOT USED]
1.1� WARRANTY [N�T USED]
3 PART 2 - PRODUCTS
4 �..1 OWNER-FURN�SHED [ox] OWNER-SUPPLIED PRODUCTS [NOT USED]
5 �.� MATERIALS
6 2.3 ACCESSORTES [NOT U�ED]
7 2.4 SOURCE QUALTTY CONTROL [N�T USED]
8 PART 3 � EXECUTION
9 3.l INSTALLERS [NOT USED]
10 3.2 EXAMiNATION [NOT USED]
11 3�3 PRFPARATiON fNOT iJSED]
12 3.4 REMOVAL, SALVAGE, AND ABANDON1ViENT
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A. General
1. Manhola Abandonment
a. AII manholes tl�at are to be taken out of service are to be removed unless
specifically requested andlor approved by City.
b. Exca�ate and backfill in accorda�ce wiih Section 33 OS 10.
c. Remove and saI�vage manhole frame and cover as coordinated with City.
d. Deliver sai�aged material to the City.
e. Cut and piug sewe:r lines to be abandoned.
f. Backfill manhole void in accordance with City Standard Details.
B. Wat�r Lines and Appurtena�ces
1. Water Line Pressure Plugs
a. Ductile Tron Water Lines
1) Excavate, ernbed, and backfill in accordance vvith Section 33 QS 10.
2) Plug with an MJ Plug with rnec�:anical restraint and blocking in accordance
with �ec�ion 33 11 11.
3) Perform Cut and Plug in accordaaace with Section 33 �2 25.
b. �VC C90� and C9Q5 Water Lines
1) Exca�ate, embed, and backfill in accordance with Section 33 �S 10.
2) Plug with an MJ Plug with mechanical restraint and blocking in accordance
with Section 33 11 11.
3) �erform Cut and Plug in accordance with �ectian 33 12 25.
c. Cancrete Pressure Pipe, Bar Wrapped, SieeI Cylinder Type Water Lines
1) E�cavate, embed, and backfIl in accordance witI� Section 33 OS 10
2) Pl�g using:
a) A fabricaied plug restrained by welding or by a Snap Aing in
accordance with Secfiion 33 11 13; or
C1TY OF PORT WORTH
STAIVDARD CQNSTRUC'I'IO1V SPECIFICATION DOCUMENTS
Revised December 20, 2012
WS2 to WS3 Pressura Plane Transfer
City Project �Io. Q1468
024114-T3
iTTIL1TY REMOVAL/ABANDONM�NT
Page 13 of 17
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b} A blind flange in accordance with Section 33 11 13
3) Perform C�� a�d �lug in accordance with Section 33 12 25.
d. Buried Steel Water Lines
1) Excavate, embed, and backflI in accordartce with 5ection 33 OS 10.
2) Plug using:
a) A fabricated plug restrained by welding in accordance with 5ection 33
1 � T 4; or
b) A blind flange in accordauce with Section 33 I l 1�
3) Perform Cut and P�ug in accordance with Section 33 12 25.
Water Line Abandonment Plug
a. Excavate and backfill in accordance with Sectian 33 OS l0.
b. Plug with CLSM in accordance with Sec#ion U3 34 13.
Water Line Abarzdonment by Grou��ng
a. Excava.te and backfill in accordance with Sectian 33 OS 1 U.
b. Dervater from existing �ine to be grout�d.
c. Fil1 line with Low Density Cellular Groui in accorda�ace �zth Sectzon 33 OS 24
or CLSM in accordance with 03 34 13.
d. Dispose of any excess material.
Water Line Removal
a. Excavate and backfill in accordance wifih Secfiion 33 OS 10.
b. Cut existing line fro�n the utiiIity system prior to removal.
c. Cut any services prior to removal.
d. Re�aove existing pipe �i�ae and properly dispose as approv�d hy City.
Water Valve Removal
a. Excavate and backfill in accordance with Section 33 OS 10.
b. Remove a11d cirspose of valve bannet, wedge and stem.
c. Fill valve body wit1� CLSM in accordance with Section 03 34 �3.
6. Water Valve Removal and Salvage
a. Excavaie and backfill in accordance with Section 33 05 10.
b. 1Zemove vaIve honnet, wedge and stem.
c. Deliver salvaged mat�rial to the Water Department Field Operation S�orage
Ya.rd..
d. Protect salvaged materials from damage.
e. Fill valve bod�+ r�i� CLSM in accordance with Section 03 34 13.
7. Wa#er Valve Abandonment
a. Excavate and backfill in accordance with Section 33 OS 10.
b. Remove the top 2 feet of the valv� stack and any valve extensions.
c. Fill the remaining vaIve stack with CLSM in accordance with Section 03 34 13.
8. Fire Hydrant Removal and Salvage
a. Excavate and backfitl in accordance wit}� Sectzoz� 33 OS 10.
b. Remove Fire Hydrant.
c. Place abandonment p�ug on fire hydrant lead line.
d. Deliver salvaged �re hydrant io the Water Department Field Operation Storage
Yard.
e. Proteci salvaged materials from damage.
9. Water Meter Removal and Salvage
a. Remove and salvage water meter.
b. Retunia sa�vaged meter to �roject Representatzve.
CITY OP PORT WORT�I
STAt�IDARD CONSTRUCTION SPECIPICATION DOCUMENTS
Revised December 20, 2012
WS2 to WS3 Pressure Plane Transfer
City Project No. 01468
a2a1 ia-ra
UTILTTY T�MOVAL/ABANDONN�NT
Page 14 of 17
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C. �anitary Sewer Lines and Appurtenances
12 11. Concrete Water Vault Removat
13 a. Excava�e and backfill in accordance with Sectian 33 OS 10.
14 b. Remove and salvage vault lid.
15 c. Remove and saleage valves.
16 d. Remove and salvage �neters.
17 e. Deliver salvaged material to the Wa�er Departr�lent Field Operation Storage
18 Yard.
19 £ Remo�e and dispose of any piping or o�her appurienances.
70 0, T�emolish and remove entire concrete vault.
21 h. Dispose of all excess rt�aterials.
22 12. Cathodic Tast Station Abandonment
23 a. Excavate and backfill in accordance wiih Section 33 OS 10
24 b. Remove the top 2 feet of the cathodic test station stack a�d contents.
25 c. �ill any remaining voids wi�h CLSM in accordance wit�: Section 03 34 I3.
26 1.3. Water Ser�ice Abandonment
27 a. Lacate service connectian location
28 b. Excavate and back�Il in accordance with Sectian 33 QS 10.
24 c. Remove anci disAose of corporation stop and tapl�in� saddle.
30 d. IQstall fuIl cNrcle re air clam .
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c. City will pravide replacement meter for installation.
d. Meter Box and Lid
1} Remove and salvage cast iron meter box Iid.
2} Renc�ove and dispose of any non-cast iron meter box Izd.
3} Returr� salvaged znaterial to the Water Department Field Operation Stoz'age
Yard.
4} Remo�e and dispose of ineter box.
10. Water Sample Station Remo�al and Salvage
a. Reznove and salvage existing water sainpl� station.
b. Deliver salvaged znaterial io ihe Water Department Field Operation Storage
Yard.
1. Sanitary Sewer Line Abandonment Plug
a. Excavat� and bac�fill in accardance with Section 33 OS 14.
b. Renrzove and dispose of any sewage.
c. Plug with CL�M in accordance with Sectzon 03 34 13.
2. Sanitary Sewer Line Abandox�tt�ent by Grouting
a. Excavate and backfill in accordance with Sec�ion 33 OS 10.
b. Dewater and dispose of any sevvage from t�e existing line to be grouted.
c. �`ill line with Lova Density Cel�ular Grout in accardance with Section 33 OS 24
or CL�M in accordance with 03 34 13.
d. Dispos� of any e�cess material.
Sanitary Sewer Lizae Removal
a. Excavaie and backfill in accordance with Section 33 OS 10.
b. Cut existing line from the utility systezn priar to remo�al.
c. Cut any services prior to remo�ai.
d. Renrzo�e existing pipe 1'uie and properly dispose as approved by City.
Saniiaty Sewer Manholes Rexnoval
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICA'1'�ON DOCUMEI�iTS
Revised Decemher 20, 20 ] 2
WS2 to WS3 Fressure Plane Transfer
City Project No. OI46$
02 41 14-15
UTILITY REMOVAL/AB F�NI?ONMENT
Page 15 of 17
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a. All sanitary sewer man�oles Y1�at are to be taken out af service are fio be
removed unless specifically requested and/or approved by City.
b. Excavate and backfill in accordance with Section 33 OS 10.
c. Remove a�d salvage znanh�le frame and cover.
d. Deliver salvaged material to the Water Department Fie1d Operation Starage.
e. Dema�ish azxd rem�ove entire concrete manhole.
f. Cut and plug sewer lines to be abandoned.
5. Sanitary Sewer Junction Structure RemovaI
a. E�cavate and back�lI in accordance with Section 33 OS 10.
b. Remove and saIvage manhole frame a�d cover.
c. Deliver salvaged material to the Water Department Field Operation Storage.
d. Demalis� and rex�nove entire concrete xnanhole.
e. Cut and plug sewer lines fio be abandoned.
D. Storm Sewer Lines and Appurtenances
1
2
3
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Storm Sevwer Abandonment PIug
a. Excavate and backfill in accordance wzth Section 33 OS 10.
b. Dewater line.
c. Plug with CLSM in accordance with Section 03 34 13.
Storm Sewer Line Abandonment by Grouting
a. E�cauate a�nd backfi�l in accordance with �ection 33 �5 I0.
b. Dewater the existing lrne to be grouted.
c. Fill line with Low Density Cellular Grout in accordance with Section 33 a5 24
or CLSM in accardance �x+itl� 03 34 13.
d. Dispose of any excess material.
Siorm Sewer Li�e Removal
a. Excavate aa�d back�ill in accordanc� witI� Seciion 33 OS 10.
b. Remove existing pipe line and properIy dispose as appz'oved �y City.
Storm Sewer Manho�e Removal
a. All s�orm sewer manhoIes that are to be taken out of service are to be removed
uniess specifically requested and/or approved by City.
b. E�cavate and backf'ill in accordance with Sec�ion 33 OS 10.
c. Demolish and remave entire co�acrete nrzanhole.
d. Cut and plug stonn sewer �ines to be abandoned.
5. Storm Sewer Junction Bax and/or Junction Siructure R�moval
a. Excavate and backfill in accordance wifh Sectian 33 p5 10.
b. Demolish and remove entire concrete structure.
c. Cut and plug storzxz sewer lines ta be abandoned.
b. Storm Sewer In�et Removal
a. Excavate and backfiIl in accordance with Section 33 OS 1 Q.
b. Demol�sh and remove entire cancrete inlet.
c. Cut and pIug storm sewer lines to be abandoned.
7. Storm Sewer Box Removal
a. Excavate and bac�C�II in accordance wiih �ection 33 05 10.
b. Cut existing line from the utility system priar to removaI.
c. Cut any services prior to removal.
d. Remove existing pipe line and properly dispose as approved by City.
8. Headwall/SET RemovaI
CITY OF FORT WORTH
STAI�iDARD CQN3TRUCTIpN SPECiFICATION DOCUIv[ENTS
Re�ised December 20, 2012
'W52 to W53 Pressure Plane Transfer
City Project No. 01468
azaz za-xb
U'FfLITY REMOVAL/ABANDdNMENT
Page lb of 17
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a. Excavate and backfill in accordazace with Section 33 QS 10.
b. Demolish and remove entire concrete inlet.
c. Cut and plug storm sewer lines to ba abandoned.
9. Storm Sewer Trench Drain R�mnval
a. Excavate and bac��ll in accordance with Section 33 fl5 10.
b. Ramave existing pipe line and dispose as approved by City.
3.5 REPAII� 1 RESTORATION [NOT USED]
3.6 RE-INSTALLATION �NOT USED]
3.'� FIELD [ox] �ITE QUALITY CONTROL
3.8 �YSTEM STARTUP [NOT USED]
3.4 ADJUSTING [NOT U�SEDJ
3.10 CLEANING INOT USED]
3.�1 CLOSE�UT ACTIVITIES [NOT USEDI
3.1� PROTECTION [NOT USEDI
3.13 MAINTENANCE [NOT USED]
3.i4 ATTACHMENTS [NOT USED]
CTTY OP FORT WORTH
STANDARD CONSTRUCTIOM SP�CIFICATTON DOCi3MENT5
Revised December 20, 2D 12
WS2 to WS3 Pressure Plane Transfer
City ArojectNo. 01468
02 41 14 - 17
UTILITY T�MOVALIAB11I1DONMENT
Page 17 of 17
END OF SECTION
Re�ision Log
DA'T"E NAME SUMMARY OF CHANGE
I.2.C3.c. — Include Frame and Cover in Payment description
12I201 i2 D. Johnson Throughout — added abandonment o£ siorm and sewer manholes when requesied
and/or approved by City
CI'I'Y OP FORT WORTi-� WS2 to WS3 Pressure Plane Transfer
3TANDARD CbNSTRUCTION 3P�CIFICATION bOCUMENTS City Projecf No. 01468
Revised December 20, 2012
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�F 1
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�ECTroN 26 0o io
�LECTRTCAL GENERAI, PROVISIONS
PART1-GENERAL
1.01 GENERAL C�NDIT[�NS
SECTTOiJ 26 00 10
ELECTRICAL GEAIERAL PROVI5ION5
Page 1 of7
A. The General Conditions and Requirements, Special Provisions, are hereby made a part of this
Section.
B. The Electrical Drawings and Specifications under this Section shall be made a part of the
Contract Documents. The Drawings and Specifications of other secfiions of this coniract, as well
as supplements issued thereto, 1I7�OTIil�t1011 t0 bidders and pertinent documents issued by the
City's Representative are a part of these Drawings and Specifications and shall be complied with
in ev�ry resp�ct. All the ahove documents will be on file afi fihe office of the City's Representative
and shall be exami�ed by aIl the bidders. Failure to exaanine alI documents shall not relieve tha
responsibility or be used as a basis for additional compensation.
C. Furnish a�l work, labor, toois, superintendence, material, equiprnent and operations n�cessary to
provide for a complete and workable electrical system as defined by the Contract Documenis. A
licensed journeyman shall be on site at aIl times while electrical work is being performed and a
licensed x�rzaster electrician shalI be in charge of ihe work. Submii license for �nasier electrician
and all journeymen.
D. Be responsible far visiting the site and checking ihe existing conditions. Ascertain fihe condit2ons
to be met for installing the work and adjust bid accardingIy. Th�s project shall inc�ude eIect�ical
work as shown on the Location Map.
E. It is the intent of the Cantract Documents that upo�a coznpletion of the e�ectrical work, the entire
system shall be in a finished, workable condition.
F. All work that fnay be caIled for in t�e Speci�cations but not shown on the Drawings, ar, all work
that may be shown on the Drawings but not called for in the Specifications, shalI be perfarmed by
the Contractor as i� described in bo�th. ShouId work be required which is not set forth in either
documen�t, but vvhzch work is nevertheless required far fulflling af th� intent thereof, then the
Contractor sha11 perform all work as fully as if it were specificalIy set ,fortih in the Co�atract
Documents.
G. The definition of terms used throughout the Cantract Documents shail be as speci�ed by the
following agencies:
43 1. Underwriters Labarataries
44 2. National Electricai Man�facturers Association
45 3. American National Standards Institute
4b A�. Insulated Power Cable Engineers Association
4'7 5. National EIectrical Code
4& 6. National Fire Protection Association
49
CITY OF FpRT WORTH WS2 ta WS3 Pressare Plane Tra��sfer
City ProjectNo. p1468
SECTION 26 00 10
ELECTAiCAL GENERAL PRdVISION3
Page 2 of 7
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H. The use of the terms "as (or where} indicated", "as (or where) shown", "as (or where) specifed",
or "as {or where) scheduted" shall be taken to mean that the reference is made to the Con�ract
Documents, either on the Drawings or in the 5pecificaiions, or both docuinents.
I. The use of t�e words "fiirnish", "pro�ide", or "install" shall be taken to mean that the item or
facility is to be bath furnished and installed under Division 16, unless stated to the contrary that
the item or facility is to be either fiunished under another Division or �nder another Contract,
furnished under this Division and instaIled under anatl�er Divisian or under another Contract, or
furnished and installed under another DiWision ar under another Contract.
1.02 PERMITS AND CODE�
A. �ecure aIl permits, licenses, and i�spection as required by all at�thorities having �urisdictioz�.
Give all notices and co�aaply with all iaws, ordinances, rules, regula�ions and contract
r�quirements bearing on the work.
B. The minimum requirements of the eIec�tr'ical system installation sha11 conform to the Iatest edition
of the NationaI Elec�rical Cade, as well as state and local codes.
2o C. Codes and ordinances having j�risdiction and specified codes shall serve as zni�imum
2T requireznents, but, if the Cant-�act Documents indicatP requirPments whirh arP in PxcPss of t_h_ose
22 minimum requirements, tI�en the requiren�aents of the Contract Documents shall be follawed.
23 Should tihere be any conflicts between the Contract Dacurt�ents and codes, or any ordinances,
24 report these with bid.
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2b 1.03 PRICE AND PAYMENT PROCEDURES
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28 A. Measurement and Payment
29 1. Measurennent
30 a. This item is considered subsidiary to t�e Pressure Reducing or Pressure Sustaining
31 Valve and Vault Structuz'e bid item.
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2. Paymeni
a. The work performed and the materials fut't�ished in accordance with �his item are
subsidiary io the unit price bid per each Pressure Reducing or Pressur� Sustaining
Val�e and Vault Structure camplete in place, and no otlaer cozx�pensation will be
allawed.
PART2-PRODUCTS
2.01 STANDARDS
A. All materials and equipment shall conform to the requirements of the Cantx'act Documants. They
shall be new, free from defects, and they shall confast� to the following standards where these
organizations have set standards:
46 1. Underwriters Laboratories (LTL)
47 2. National Electrical Manufacturer's Association (NEMA)
48 3. American National Standards Assaciation (ANSI)
49 4. Insulated Cable Engineers Association (ICEA)
CITY �F FOAT WORTI-I WS2 to WS3 Pressure Plane Transfer
City Project No. Oi468
SECTTOT� 26 00 10
ELECTRICAL. GENERAL PROVISIONS
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B. All zaaaterial and equipznent of t11e same class shall be supplied by the same manufacturer, unless
specified to the contrary.
C. All products shall bear LTL Iabels where standards have been set foe listing. All other products
shall be ITL Iabeled. Motor control centers, switchboards, a�nd switchgear shall have LTL labels.
Custom paneis, modifieci motor starters, control panels, and instr�ament panels and the like shall
be manufactured by a fabricator approved as a UL508A shop and shall bear a UL SOSA or UL
Industrial Control Pa.�el label.
D. When the Coniractor provides a product for this project he shall he bound by the terms and
COS�CII�IO�7S O� Y�70 Contract Doc�tmenis and he shall agree to warrant and to be liable for the
merchantability and fitness of his product ta the applications ta w�ich 11is product is applied
under the Contract Documents.
2.02 SHOP DRAWINGS AND SUBMITTALS
A. Shop drawings and submittals shaIl cornply with general conditions and as specified herein and
per Section 01 33 00.
B. Shop drawings shall be taken to meau de#ailed drawings with dimensians, schedules, weights,
capacities, installation details and pe�rtznent infortnation that wiIl be needed to describe fihe
material ar aquipmeni in detail.
C. Submittals shall be taken to mean catalog cuts, general descriptive information, cataIog numbers
and nnar��facturer's narne.
D. Submit for review all shop drawings and submittaIs as hereinbefore called foz'.
E. Review of submittals ar shop drawings shall not remove the responsibility for fiarnishing
matertaIs or equipment or proper dimensions, quantity and quality, nar will such review remove
the responsibility for error in tlie shop drawings or subz�aittals.
F. Failure to process submittals or shop drawings on any item and/or items specified shall malce the
Conteactar respansible for the suitability �or t�ae item and/or iter�s, even though the item andlor
items instalted appear to comply with the Cox�tract Documents.
G. Assume a.11 costs and Iiabili#ies which may result from the ord.ering af any material or equipment
prior to the revievv of the shop drarvzngs ox submittals, and no work shall be done until the shop
drawings or submittals have been reviewed. In case of correction or rejection, resubmit until such
time as t11ey are accepted by the City's Representative, and suc� procedures vviIl not be cause for
delay.
H. Submii�als and shop drawings shaIl be compiled from tile inanufacturer's latest product data.
Should there be any confticts between this data and the Contract Docuinents, report this
informatioii for each submittal and/or shop drawing.
L Shop drawings aud submittals wi1l be returned and unchecked if the speci�c ite�s proposed are
not cleaxly z�aaxked, or ifthe General Contractor's appraval siamp is omitted.
CITY OF FpRT WQRTH
WS2 to WS3 Pressure Plane Transfer
City Project No. 01468
SECTION 26 00 10
ELECTRICAL GENERAL PR�VISIOMS
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J. Wkzen requested, furnish samples of materials far acceptance review. If a sample has �een
reviewed and accepted, ihen that item of material or �quipine�i installed on the jab shall be equal
to the sample; if it is found �hati the installed item is no� equal, then replace all such items witli #he
accepted sample equivalent.
2.43 ACCEFTANCE AND SUBST�TUTIONS
A. All manufacturers named are a basis as a standard of quality and substitutions of atzy eq�al
product will be considered �or acceptance. The judgmeni of equality of product suhstitution shall
be made by ti�ae City.
B. Substitutians after award of Contract shall be made only within sixty (60} days aftex' tha natice to
proceed. �'urnish all requared supporting data per Section al 25 13. The submittal of substitutions
for review shall not be cause far time extensions.
C. Where substitutions are offered, the substituted product shall meet the product perfannance as set
forth in the specified manufacturer's current catalog literature, as wa11 as �neeting the details of
the Coniract Documents.
D. The details on the drawit�gs and tlie requirements of fihe Specifica�ions are based on the frst listed
material or equipment. If any other than the firsi lisied material or equipment is furnished, then
assume responsibility fbr the correct function, aperation, and accammodation af the substituted
item. In the event of nnisftts or changes it� work required, either in tixis section ar other sections
of the Contract, or in bath, bear all cosis in co�nection r�ith all changes arising out oi the use of
other than tl�e first listed item specified.
E. �ubs�itutions of products under other sections rnay occur. Make necessary adjustments and
additions to work under Di�ision 2b to accom�nodate those substitutions. Such adjustnrzents and
additions shall be perforixzed in compliance with Division 26 Specifications at no additional
charge.
F. Energy efficiency ofi each item of power consuming equipment shall be coz�sidered one of the
standards for evaluatiion.
PART 3 - EXECUTION
3.01 CUTTING AND PATCHING
A. Cutting and paticlaing required under this secfiion shall be done in a neat workmanlike manner.
Cutting lines shall be uniform and smooth.
B. Use concrete saws for large cuts in concrete and use core drills for sxxaall round cuts in cancrete.
C. Where openings are cut through xnasonry walls, provide lintel or other structural support to
protect �he remaining rnasanry. Adequate support shall be pravided during the cutting operation
to prevent damage to rt�asanry.
D. Where large openings are cut throug� me�taI surfaces, attach metal angle around the opening.
CITY OP FORT WORTH W82 to W53 Pressura Plane Transfer
Gity Project No. 01468
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SECTION 26 QO 10
ELECTRICAL GENERAL PROVISIONS
Page 5 of'7
E. Patch concrete openings ti�at are to be filled with nonshrinking cementing compound. Finish
concrete patching shali be troweled smooth and shall be uniform with surrounding surfaces.
3.02 WATERPROOFING
Provide waterproof flashing for each peneiration of exterior waIls and roois.
3.03 CONSTRUCTION REQUIREMENTS
A. Except where specifically noted or shawn, the loca�ions and ele�+atioz�s of equipznent are
approximate and are subject to small revisions as may prove necessary or desirable at the time the
work is instaIieci. Locafiions changed substantially from that shown on ihe drawings shalI be
confirxzaed with the City in adva�ce of construction.
B. Where eq�aipment is being furnished under another Division, request from Engineer an accepted
drawing that will shaw exact ditnensions of required locations or connections. Install the
requzred facilities to the exact requirements of the accepted drawings.
C. All work shall be done in the best ant� most workman�ike manner by qualified, careiul eleciricians
who are skilled in their trade. The standards of work required thraUghout shall be of the first
class only.
D. Unless shown in detail, the Drawings are dzagrazxz�aatic az�d do not necessarily give exact detaiIs
as to eievations and routing of raceways, nor do they show all ofisets and fittings; nevertheless,
install the raceway system to conform to the structural and mechanical conditions of the
constnxctzan.
E. HoIes %r raceway penetration into sheet metal cabinets and boxes sha�i be accurately made with
an approved tool. Cuttu�g openings vvith a torch or other device that produces a jagged, rough cut
will not be acceptable.
F. Cabling inside equipment sl�all be carefully routed, trained and laced. Cables so placed that they
obstruct equipment devices will not be acceptable.
G. Equipment shall be set level and pIumb. Supporting devices installed shali be sefi and so hraced
that equipment is held in a rigid, tight-�tting manner.
3.04 EQUIPMENT PROTECTION
A. Provide suitable protecfion for aII equipment, work and property against damage during
construction.
B. Assume fuli responsibility for materia! and equipment stored at the si#e_
C. Canduit openings shall be ciased �with caps or plugs during installation and made water�ight. All
outiet boxes and cabinets shalI be kept free of concrete, pIaster, dirt and debris.
D. Equipment shall be covered and tightly sealed against entrance oi dusfi, dirt and moisture.
CITY OF FORT WORTH
WS2 to WS3 Pressure Plane Transfer
Giiy ProjectNo. D14G8
s�cTioN zd o01a
ELECTRICAL GENEIZAT., P1tOVF�IONS
Page 6 of 7
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E. AIl dry-type transformers prior to energization shall be protected against moisture and dirt
absorptian by a suatable covering. Also, maintain heat inside the covering by means af 100 watt
minimum lamps.
�'. Interiors of and aaotar control centers shalI be kept clean and dty prior to energization. Maintain
heat inside each unit with one {I) I00 watt lamp located at bottom of each vertical seciion or
energize section space heaters.
3.05 COOPERATION WITH WORK UNDER OTHER DIVISIONS
A. Cooperate with all other trades so as to facili�ate the general progress of their work. Allow all
ather trades every reasonable opportunity far the instaIlatxan of their wark and the storage of their
materials.
15 B. The work uz�der this section shall fo�low the general building construction closely. 5et aIl pipe
16 sleeves, inserts, etc., and see that openings far c�ases, pipes, etc.., are provided be%re concrete is
17 placed or masonry installed.
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C. Woz'� vvith other trades in de�ermining exact locations of outlets, conduits, fixtures, and pieces of
equipment to avoid interference with lzt�es as reqnired to maintain proper installation of other
work:
D. Make such progress in work ihat will not delay the work of other trades. Schedule th� work so
�hat completion dates as established by the City are met. Fumish sufficierzt labor or wark
overtime to accomplish these requ�rements if direcied to do so.
3.�6 1NSTALLATION OF WORK UNDER ANOTHEIZ DIVISYON
A. Verify the electrical capacifiies of all motors and electrical equipment fumished under o�er
sections, or furnished by the CiLy, and request wiring information from the Engineer if wiring
requirements axe different from that specified under ihis Section. Do not make rough-ins until
equipment verification has been received.
B. Tnstall all motors, coz�trollers, terminal boxes, pilot devices, and miscella�aeous items of electrical
equipz�aent that are not integrally ma�anted with the ec{uipnnent furnished under o�er dieisions.
All such equipment shall be securely mounted and adeyuately supported in a neat atzd
warkmanlike manner.
3.07 CLEAN-UP
A. Reinove all te;t�apoz'ary �abels, dirt, paint, grease and stains from all exposed equipment. Upon
completion of work, clean equipment and the entiz'e installation so as to present a first class job
suitable for occupancy. No loose parts or scraps of equipment shall be left on the premises.
B. Equipment paint scars shall be repaired with paint kits supplied by the equipment manufacturer or
with an approved paint.
C. Clean interiors of each item of electrical equipment. At completion of work all equipment
izateriors sha11 be free from dust, dirt and debris.
CITY OF FORT WORT�I
WS2 to WS3 Pressure P[ane Transfer
Crty Project No. 01468
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3.08 TESTS
SEC1'IDN 26 00 10
ELECTRiCAL C'rENERAI. PROVISIONS
Page 7 of 7
A. Test alt systems fiunished under Division 2b and repair ar replace all defective work. Make all
necessary adjusiments to the systems and instn�ct the City's personnel in the proper operation of
the s�stena.
B. Make all circuit breaker and protective relay adjustments and settings.
C. Make the following minimum tests and checks priar io energizing the electrical eq�zipment:
1. Check ali wire and cable terminations for tightness.
2. Test all wiring as �pecified i� Sectzon 26 01 2Q.
3. Test grounding system as specified in Section 26 04 50.
4. Set all trans%rmer Eaps as required fo obtain the proper secondary voltage.
5. Carefully check aIl interlocking, conirol and instr�ment wiring for each system to ascerta�xi
that the system will function properly as indicated by schematics, wiring diagrams, or as
specified herein.
6. Mechanical inspection of all low voItag� circuit breakers, disconnect switches, motor starters,
control equipmen�, etc. for proper operation.
7. Provide all instruments and eyuipment required for the above tests.
3.�9 RECORD DRAWINGS
A. At ihe start and during the progress of ihe job, keep one separate set oiblue-line prinfis %r making
con�struction n�otes a�d z�aark-ups.
B. Show conduit routing and wiring runs as constructed and identify each.
C. Record a.�l deviations from the Contract Documents.
D. Submit set af marked�up drawings for review. Th� fnal payment will not be made until the
review is complete.
3.11 OPERATIONS AND MAINTENANCE MANUALS
A. Compile an Operations and Maintenance ManuaI on each item of equipment. These inanuals shatl
include detailed instructions and maintenance as well as spare parts Iists.
B. Submit copies for review as hereinbefore specified.
C. Preliminary Operatior�s and Maintenance Manuals shaIl be included with the initial shipin�nts.
END OF SECTION
CITY OF FORT WORTH
WS2 to WS3 Pressure Plane Transfer
Giiy Project I�o. 01465
SEGTIQN 26 OI 10
KAC� WAYS
Page 1 of 9
SECTION 26 01 10
RACEWAYS
PARTl-GENERAL
1.01 SCOPE
A. This section shalI include raceways, enclosures, supporting devices ancillary fittings and
appurtenances. Furnish and install the coinplete raceway systems as shown on the Drawings and
as specified herein.
B. Raceway is a broad-scope term that shalI 3�e defined by the NationaI Electrical Code under Article
zoa.
1.02 APPLrCATTONS
A. Except as otherwise shown on the Drawings, or aiherwise speci�ed, aIl underground and in-slab
conduit raceways shaII be of the following type:
l. Except as otherwise specifed, all power and control u�dergraund conduit z'uns shall be made
with scheduIe 40 PVC. Bends to grade shaIl be made with pIastic coated rigid aluminum
conduii.
B. Except as otherwise shown on the Drawings, or otherwise specified, all above grade conduit
raceways shall be of the following type:
1. Indoor exposed power and control conduit shail be rigid alumin�zrn conduit. Instrumeniaiion,
signal, and communication conduit shalI be ha�e 24" separation from power conduits.
2. Outdoor exposed power, control, and instrumentation, signa�, a.nd co�ntnunication conduit
shall be rigid alumin�am conduit, except where areas are denoted as corrosive or NEMA 4X.
Iri ihose area furnish plastic coated rigid aluminum conduit, fiitings, and boxes.
3. Instrument conduits shaIl be separated by 24" from power conduits when run in pa�•allel for
more that 5'.
1.03 PRICE AND PAYlV�NT PROCEDiJRE�
A. Measuremeni a�zd Payxnent
� . Measurement
a. This item is considered s�bsidiary to the Pressure Reducing or Pressure Sustaining
VaIve and Vault Stxucture bid iiem.
2. Payment
a. The work performed and the materials furnished in accordance with this item are
subsidiary to the unit price bid per each Pressure Reducing or Pressure Sustaining
Valve ar�d Vault Siructure complete in place, and no other compensation wilI be
allowed.
CIT'Y OF FORT WOTZT'T-� WS2 to i�7S3 Pressure Plane Transfer
City Project No. 0I468
SECTIpN 26 O1 i0
12ACEWAY5
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1.04 SUBMITTALS AND �HO�' DRAWINGS
A. Process ca�alog submittaIs for the following:
1. Rigid Meiallic Aluminum Conduit
2. Plastic Jacketed Rigid Aluminum Conduzf
3. Rigid Non-Metallzc Conduit
4. Liquid-tigh� Fle�ble Conduit
5. Liqaid-tight Fittings
6. Conduit Bushings
7. Conduit Bodies
8. Conduit Sealing Fittings
9. Expansian-Deflection Fittings
14. Expansion Fittings
11. Cast Metal Baxes
12. Tape Products
13. Wiring Devices
14. Supporting Devices
15. Labels
1�. Groui�dii�g Devices
17. Roam Seaiant
PART � - PRODUCTS
2.01 RACEWAYS
A. Rigid zneta�lic aIuminum conduit shall be manufactured oi GOb3 alloy, T-1 temper, with no zaaore
than 0.02% copper content. All conduit couplings shall be threaded alutzzinum. All such conduit
shall be listed with LTL and cornply r'vith L1L-6 and ANSI C80.5. Aluminum condui� shall be New
Jersey Alunninum, or equal.
B. Plastic caated rigid aluminum conduit shall consist af rigid aluminum body that compIies wi�h
above specifications for rigid aluminum conduit, plus conduit shall have 40 mil ihick heat-fused
PVC over outside and 2 mil coat of fially catalyzed phenolic inside. T�e inside coat shall have the
chemical resistance ai the ouier coating and shall not dzssolve in lacquer thinner. A11 couplings
shall be �quipped wit� PVC sleeves that extend one pipe diameter or 2", wh�chever is less,
beyond the end of the coupling. AIl plastic coated canduit sha11 conform to NEMA. Standard
#Rl�II- I974 (Type A) and such conduit shall be manufactured by Robroy, Perma-Cote, or Kor-
Kap.
C. Non-metallic rigid conduit shalI be Schedule 4D PVC. Such conduit shalI be UL lisied for 90
degrees C and shall conform to NEMA. TC-2 and UL�651 standards. Furnish Carlon, Sedco, or
equal. Furnish manufacturer's approved solvent for joirting couplings.
D. Liquid-tight flexib�e conduit shail be constructed of non�metallic sunlzghf resistant PVC with
aluminum core. �'urnish Anaconda or equal product.
C�`E�] ��i)31 Il�+.l�7[711C01
W52 fo WS3 Pressure P[ane Transfer
City Project No. 01468
s�cT�oN as or io
xACEwA�s
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2.02 CONDUIT FITTINGS
A. Conduit Hubs far rigid metallic conduit shaIl be constructed of aluminum. Furnish Meyers H�bs.
B. Conduit fielc�-applied hubs for sheet metal enclos�ares sha11 be aluminuzaa body with recessed
neoprene sealing ring, threaded NPT insert, and shaII be, T&B 370 AL series, or equal products
by OZ/Gedney.
C. Conduit hubs for non-metallic enclosures sh�ll be fibergIass polyester reinforced with galvanized
stee� core, complete wzt}� locknut and grounding bushing. Al1 such hui�s shaIl be Crouse-Hinds
Type NI1[J, or equal.
D. Rzgid znetallic co�duit chas� nipples, split couplings, sIip fittings, unions, reducers, and enlargers,
shaIl be alumin�m.
E. Rigid metallic conduit short e1s and long els shall be rigid aluminum with NPT threaded hubs and
male ends. Throats shall be s�nnooih and free from burrs. AlI such fittings shall be OZ/Gedney
Type "9" Series, Appleton, or equal.
F. Rigid metallic conduit split coupIings shall made of aluminum and have threaded body with split
tigl�tening shelves with neoprene sandwich. Such fittings shall be OZ type "SSP", or equal.
G. Rigid metallic conduii grounding bushings shall be aluminum body with fihreaded hub, i�akelite
insulated throat, and tin-plated copper graund. lug. Furnis�a OZ/Gedney type ABLG, or equal.
H. Liquid-tight flexible conduii fittings shall he suitable for the specified flexible conduit and shall
be type B. F�-nish straight or angle connectors as required. AII suc� connectors sha11 be
OZ/Gedney type 4�QP, or equal.
I. Rigid metallic conduit expansion �ttings shaIl cozlsist of inetallic barrel joined to hubs at eacI�
end. One h�bs shall be threaded ta barrel and otl�er hub shatl have slip fit ta allow up to four (4")
inches of conduit lateral movement. Provide external bonding jumper for each expansion joint_
Shall have stainless steel ciamps and aiuzx�inum straps. Furnish OZ Type "EXA", or equal for
expansion fitting and OZ Type ABJ far ju�nper.
J. Canduit waierstops far sealing inside of conduit runs shall consist of aluminum pressure discs
with sandwiched neoprene seal and with 316 stainIess steel hardware. Fuz'nish OZ/Gedney type
"C�" series producfis, as indicated.
K. Conduit sealing bushings for peneiraiians in exterior �valls shaIl be constructed af neoprene and
sha11 have a stainless steel disk with stainless steei bolts and hardware. Furnish OZ/Ged�ey
"CSM" series products. For exist�ng walls cot-e drill walI to size recommended by manufacture�•
of sealing bushing. Use two bushings per wall pen�etz'ation, one each side. For newly constructed
walls provide a PVC Sched�ale 40 sleeve in concre#e pour. PVC sieeve sha11 have water stop azid
the sleeve size shalI be as recommended by the manufacturer of the sealing bushing.
f►•�Ix�il�]�I�lll�r.��7�71�'�Vlfl:��):��.
CiTY OP FORT WORTH
WS2 to WS3 Pressure Plane Transfer
Ciry T'roject No. 01468
SECTIOT� 26 D1 10
RACEWAY,S
Page 4 of 4
1 A. Co�aduit bodies such as "C", "LB", "T" and the Iike pulling fittings shal� be aluminum. Covers for
2 damp and/or wet locaiion us� shall be gasketed cast metal wi�h "wedge-nut" clamps. Co�ers for
3 dry locations shall be cast aluminum and hardware sha11 be 31b stainless steel. AIl covers shall
4 be equipped witY� clamp type cIevises. �'urnish Crouse-Hinds Form 7, or Appleton Form "FM7"
5 produc�s.
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B. Conduii bodies far use in corrosive areas shall be as specified above but sha�l have 40 mil plasiic
coafed PVC jacket and 2 mil interior coating as specified for plastic coated rigid metallic conduit.
Furnish Robz'oy, Parma-Cote, or Kor-Kap
C. Conduit bodies such as "GUA", "GUAT", "GUAL", and the like pulling/splicing fittings shall be
cast aluxninum wiih threaded cast aluminum covers. All such conduit bodies shall be Killark
"GE" series, or equaI products by Crause-Hinds ar Appleton.
D. Outlet boxes, pullbox�s, and junctiaz� boxes whose volume is smalier than 10� cubic inches s�aail
be sand-cast, coppex-free aluminum. All boxes shall have threaded hubs and intagral cast
mouzatiing 1ugs. Furnish Crouse-Hinds "FD" style condulets, Appleton "FD° style Unilets, or
equai.
E. Covers for cast metal boxes shall be gasketed cast metal covez's vaith 31 G stainless steel screws
and shall be suitable for use in wei or damp locatioz�s.
�'. Conduit az�d device boxes for use in concealed drywal� applicatzons only sha11 be pressed sheet
steel type. Furnish Raco or equal.
2.04 PULL AND JUNCTION BOXES
A. PulIboxes and junction boxes whose volume is Iess than 100 cubic inches shall b� furnished as
specified hereinbefore except where sheet metal types are shawn, in which case, fizrnish such
sheet metal enclosures in NEMA 4X 316 stainless steel constru.ction with gasketed cavers of
same material. Provide 31b SS quick release luggage type latches.
B. Pullboxes and junction boxes whose voiume is 100 cubic inc�es and greatar shall be NEMA 4X
316 gade stainIess steel fiype wiin gasketed siainless steel covers. Frovide print pockei and
in�erior back panel for xnaunting af tarminal strips where terminal strips are called for on the
drawings. Sheei metal boxes shall be as manufactur�d by Hoffiman ar equai. Provide 316 5S
quick release luggage type iatches.
C. Covers for sheet�t�aetal pullboxes and junction boxes over 100 cubic inches {az�d �or srnaller sized
where shown} shall have hinged doors. All hardware shall be siainless steel.
D. Cast metal junetinn bo�es shall be cast aluminurn type with gasketed, cast xnetal co�vers, integral
rriounting Iugs, and with stainless steel cover screws.
2.05 LABELS
A. Buried conduit marking tape for marking path of secondaay btaried conduits shall be four (4")
inc�i nominal wid�h strip of polyethylez�e r�vith highly visibie, repetitive marking "BURIED
CONDUTT" or similar langtaage, repeated along its length.
CITY Ok' FORT WpRTH
WS2 to WS3 1'ressure Plane Transfer
City ProjectNa. O1�}68
SECTION 26 01 ] 0
RACEWAY3
Page 5 af 9
B. Voltage warning labels for cabinets shall be waterproof vinyl strips with adhesive back and shall
have "DANGER {VOLTAGE) - DISCONNECT ALL SOURCES OF POWER BEFORE
ENTERING". Letters shall be highIy visible red color on white backgraund.
C. Specify stainless steel or non-inetaIlic machine printed conduii tags attached with stainless sfeel
wire or nylon tie wraps.
2.06 SUPPORTING DEVICES
A. Mounting hardware, nufs, bolts, lockwashers, and washers, shall be Grade 316 stainless steel.
B. Unless otherwise indicated, channel fira�aaz�g a�d supporiing devices shall be ma�iufactured of
ASTM 6063, T06 grade alutninzun; 1-5/8" wide x 3-1/4" deep (�ouble opening iype). Thickness
shall be 0.105". Clamp nuts �or use with channeIs s�alt be grade 31 G s�ainless steel.
C. Where indicated, furnish grade 315 stainless steel slotted ci�anneI members 1-SI8" wide � 1-5/8"
deep or 1 5/8" x 3 1/4" deep, double-faced type, 12 gauge. All hardware and conduit clamps shall
be grade 316 stainless steel.
D. Conduit clamp supports for terminating conduits onto cahle trays shall be mechanically
galvanzzed 316 SS or aluminuin wiih adjustable angle clamp. Fit�ings shall be provided with 316
stainless steel hardware. Furnish OZ/Gedney type CTC produc�s.
E. All such channel members and fittments shall be B-Line, Unistrut or equal.
F. Conduit straps, and associated nu#s, iockwashers and bolts for use with channels shall ba 316
stainIess steel with 316 siainless steel hardware. Furnish B-Line products or equal.
G. After-set concrete inserts (drilled expansion shields "D.E.S.") shall cansist of two types. For
anchors to accommodate 5/16" diameter bolts and smaIIer, provide HILTI "HDI" series 316
staiz�less steel anc�ars. For az�chors to accommodate 3/8" diameter and larger bolts, provide
HII,TI "HVA" series wit�i 316 stainless steel threaded inserts.
H. Hanger rod shall be 3I8" �ninimum diameier Type 316 stainless sieel all-thread.
I. Nest-back or clamp-back conduit supports shall be two-piece type constructed of copper free
aluminum. Furnish Thamas & B�tts 1976AL Series, or equal.
J. Conduit beam clamps shaIl be stainless steel or hardened aluminum and shall be as fai�ows:
TYPE MANU�ACTURER
1. Right Angle OZ/Gedney Type "UBCG", or equal.
2. Paral�el OZ/Gedney Type "UPCG", ar equal.
3. Edge OZ/G�dney Type "iTECG", or equal.
CITI' OF FORT WORTH W52 to WS3 T'ressure Plane Transfer
Ciry Project No. 01468
SECTTON 26 O1 10
RAC�WAYS
Page 6 of 9
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K. Haiiger rod beam clamps s�all be clamp iype with hardened 316 stainIess steel, bolt, �teel City
"S00" Sez'ies, Crause-Hinds type "MW", or equal. Furnish swivel stud for each rad make- up.
L. Conduit "3�" hangers shall consist of stainless steel straddle witi� detachable balt. Furnish Kindarf
type "C-149", Unistrut °J-1200" Series, or equal.
M. Conduit "U" bolts shali be 316 stainless steel with 31b stainless steel hex-head bolts.
N. Equipment stands for supporting devices such as control stations, device boxes and the 1ike, shall
consist of a welded structural alum�nurn c-channel and pIate aluminum floor plate as detailed o�
the drawings.
2.07 MISCELLANEOUS MAT'ERTAT,
A. Double bushings for insulating wiring through sheet matal panels shall consist of matit�g tzaale
and femaie threaded phenolic bushings. Phenoiic insula�ian shal� be high-impact thermosetting
plastic rated 150 degrees C. Furnish �Z Type "ABB", or equal.
B. Canduit pull-cords for use in empty raceways shall be glass-fiber rein£orced iape with fooi-
marked identification along its lengih. Furttish Thomas, GreenIee, or equal products.
C. Conduit ihread coating compound sha�] be conductive, non-galling, and corrasion-it�h�biting.
Furnish Crouse- Hinds Type "�TL", Appleton Type "ST", or equal.
D. Plastic compound for fieId-coating of ferrous material producis shall be PVC in liquid �orm that
se�s-up serni- hard upan curing. Furnish Rob Roy "Rob Kote", Sedco "Patch Coat", or equal.
E. Foazx� sealani for waterproofing uses shall be Chase Technalogies "Chase Foam", or equal.
PART 3 - EXECUTZON
3.01 RACEWAYS
A. JnstaIl the conduit system to pro�ide the iacility with the utmost degree of reliabiiity and
maintenance free operation. The conduit syste� shall have the appearance of having been
installed by compe�en� workmen. Kinked conduit, conduit inadequately s�ppor�ed ar carelessly
installed, do nat give such reliability and maintenance free operaiion and will not be accepted.
l. Parallel runs of co�duit sl�all be �aralle� ta each other throughout the entire run. Bends and
offsets s�aall occur at the same point such t�iat all offset angles are the same.
2. Conduits ma�cing vertical or horizontal chang�s in clirection such tl�at concentric bends are
required are acceptable. All concen�ric bends shall have radii wiih the same center point.
3. Conduit znstallation sha�l be planned such that cond�its crossing each other will b�
minimized.
4. Conduit installations not meefiing these criteria in the sole judgment of the City shall be
removed and reinstalled at no charge izt the contract price or sched�le.
CTTY OF FORT WORTH
W52 to VJ53 Pressure Plane Transfer
City Project No. 01468
SECTION 26 Ol 10
RACEWAYS
Page 7 of9
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Conduits having conductors installed shall not be a reasan to not remove and reinstall
unacceptable conduit insta�lations. The instaIled conductors shalI be ret�aoved and replaced if
present in unacceptable conduit systems.
B. Raceways shal� be ins�alled for all wiring runs, except as otherwise indicated.
C. Conduit sizes, where not indicated, shall be N.E.C. code-sized to accommodate the number and
diameter of wires to be pulled into the conduit. Unless aiherwise x�adicated, 3/4" trade-size shall
be rr�inimum size canduit.
D. UnIess otherwise noted, canduit runs shall be i�astialIed exposed. Such runs shall be made par�llel
to the lines of the sfructure. Condu�t shall be installed such that it does not create a tripping
�aazard oz' an obstruction �or headroom.
E. All runs of rigid conduit shal� be ihreaded, and all male threads shall be coated with non-galling
thread compound prior to assembly.
F. Ylastic coated metallic conduit lengtlis sha11 be joined with threacl.ed metallic caupling tizat shall
be each equipped with a 40 mil thickness sleeve that shall extend over the threads of the �ained
condnit. Each joint s�all be �watertrght.
G. Field-cui threads in runs of p�astic coated metallic conduit shall be cut with a special die tbat }�as
rear reamed out oversize so as to slip over plastic coaiing. Do not attempt to cuf threads on plastic
coated conduit with regular dies, whereby plastic coating is skinnec� back to allow the incorrect
die to be used. Coat ail field-cut threads with coId-galvanizing spray, use twa coats to �rovide 1-
znil rninixz�.um coating thickness.
H. Conduit runs made in concrete pours or surface-mounted runs that are attached to the structure,
shall be equipped wiih an expansion/deflection fitting where they cross an expansion joint, or at
every 100 feet.
I. UnIess otherwise shown, conduit penetrations throtagh floors located below enclosures, shall be
made each with couplings seti flusl� with the outside faces of the concrefie pour. Each pair of
couplings shall be jained with a threaded spool piece. Use coated aluzxainum couplings.
J. Rigid metailic conduit runs shall have their couplings and connections made with screwed fittings
and shaII be made up wrench-tight. Check all threaded co�duit joints prior to wire pull. Coat all
male threads with Crouse-Hinds "STL" or equal, conductive l�bricant prior to joining.
K. All conduit runs sha1l be watertight over their Ie�gths of r�n, except where drain fittings axe
indicated. In which cases, instaII specified dra.in fittings.
L. Plastic jacketed flexible stee� conduit shall be u,sed to connect wiring io motors, limifi switches,
bearing thermostats, anc� other devices that may have to be removed for servicing. Unl�ss
otherwise indicated, m�imum lengths oiflex shall be three (3') feet.
M. Where plastic jacketed f�ex is installec�, tnake up tertni�al ends with liquid-tight f�ex connectors.
Tn wet locations, install seaIing gaskets on each tl�readed male connector. Each flex connector
sl�all be made�up tightly so that the minimum pu11-out resistance is at Ieast 150 Ibs. Install
[r� r �•c�� � � r��:� �+,►[�� �� � : �
WS2 to WS3 Pressure Plana Transfer
City Project No. 01468
s�cTrorr z6 ai ia
RACE WAYS
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exte�al spirally-wrapped ground wire araund each run of liquid-tight flex and bond each end to
specified graunding-#ype fittings.
N. E�pty conduits shall ha�e puIl-ropes install�d. Identify each ter�ninus as to locatian of other end
and trade size of conduit. Use hlan� plastic waterproof write-on label and write information on
each label with watez'proaf ink. Pull a mandreI through each conduit to check and clear blockage
before installi�g pull-rope. Cify's representative shal] witness test. Provide documentation that all
canciuits are clear and ready �oz' future use. Cap exposed ends oi empty conduit with tk�readed
plugs.
Q. Conduit runs into boxes, cabinets and enclosUres shaIt be set in a neat manner. Vertical rUns shall
be set plumb. Conduits set cocked ar out of plumb wili not be acceptable.
P. Conduii entrances into equipment shall be cat'efu�ly planned. Cutt�ng away oi enclosure
structure, torching out sill or braces, and removal of enclosure structurai members, wilI not ba
acceptable. No top entry into NEMA �X where installed outdoors.
Q. Use appro�ed hoIe cutting tools for entrances into sheat metal enclosure. Use of cutting torch or
incorrect tools will no� be acceptable. Holes shall be cleanly cui and they shall be free from
burrs, jagged edges, and torn metal.
A. All raceways shall be swa�bed clean after installation. There shall be no debris left inside. All
interior surfaces shall be smooth and free from burrs and defects that would injure wire
ir�sulation.
S. Outdoor aluminuzn runs of raceways shaIl be installed wi� expa�asion fittings and supports as
required to accommodate thermal expansion due to changes in temperature appropriate with ihe
structure fram which the condui� is supported. Insta.tlation shall not appear to be loose or non-
linear with changes in temperat�u-e from night to day or from sumrner to vvi�ater. In na case shall a
siraight �i� of conduit be installed over 20' withaut arz expansion fitting_ �urnish additional
expansion fittings if required hy the ci�aracteristics af the particular installation.
3.02 CONDUIT BODIES AND BOXES
A. Conduit bodies such as "LB", "T", "GUAT", etc., shall be installed in exposed runs of conduit
wherever indicated and where required to overcome obstructions and to provide pulling access to
�viring. Covers for such fittings shall be accessible az�d unobstructed by the adjacent constraction.
GUA series puI3ing bodi�s ra�her than LB fittings and the Iike, shall be used for splicing purposes
as well as pulli�g access.
B. Covers for all conduit bodies shall be installed with gasketed cast metal type where locaied in
damp ar wet locations.
C. All conduit boxes installed whose inside �oluxne is less than 100 cubic inches shall be cast metal
type with gasketed cast metal cover, unless otherwise indicated.
D. All conduit boxes whose inside volume exceeds 100 cubic inches shall be shaet metal type except
where gasketed cas� metal type, stainless steel oz' fiberglass reinforced polyester are indicated.
CITY OF FORT WORTH
WS2 to W53 T'ressure Plane Transfer
Ciry Project No. 01468
S�CTION 2G O 1 10
RACEWAYS
Page 9 of 4
E. Aluminum boxes and aluminum strut shall be supparted '/4" off oi concrete surfaces witI�
insulaiing washers or similar ma�erial, or shall be coated with bituzxkastic.
F. Use mounting lugs. Drilling through back af boxes is prohibited.
3.03 RACEWAY SUPPORT
A. AIl racervay systems shall be adequateIy and safely supported. Loose, sloppy and inadequately
sup�orted raceways will not be acceptab�e. S�pports shall be installed at intervals not greater
than those set forth by the NEC, unless shorter it�tervals are otherwise indicated, or unless
conditions require shorter intervals of supports.
B. Multiple runs of surface mounted conduit on coi�crete or masonry surfaces shalt be supported off
the s�arface hy means of aluminum or stainless steel channels. Attach each slotted chaiuiel support
to concrete su�ace by means of two (2) 1/4" diameter stainless steel bolts into drilled expansiozz
shields.
C. Single runs of surface mounted conduit on concrete or masonry surfaces shall be supported r�vith
hot-dipped malleable iron conduit cIamps and nest-back spacers. Furnish plastic coated malleable
iron cond�zit cla�nps and nest backs where corrosive areas az'e called out.
D. Conduit runs that are irastalled along m�tallic structures shall be supported by means of beam
clamps as specified herein.
E. Where Aluminum is used, insiall neoprene spacers to prevent Aluminutn from direct contact with
CMU or concrete.
3.p4 LABELING
A. In addition fio labeling requirements as specified throughaut this and other Sectians, instaIl wiring
and raceway labeling as follows:
1. AppIy identification �abels as speci�ad ta empty conduits to identify each conduit as tc
tertnin�s of ot.�er end and also to identify trade size of conduit.
2. Where active conduits terminate inta bottoms of motor control centers, install labei on each
conduit termin�s and show nurnber and size of wiring a�d function of circurtry and trade size
of canduzi.
END OF SECTION
CITY OF FORT WORTH WS2 to WS3 Pressure Plane Transfer
City Project No. D lA 68
SECTION 26 O 1 20
WI12E ANll CABLE
Page T of6
SECTION 26 0120
. : :►I� :�
P.ART 1- GENER.AL
1.01 SCOPE
T�ais sectzon shall include wire and cable, terminating devices, splice kits, Iabeling, and
appurtenarices.
1.02 STANDARDS
A. ASTM
1.03 PRICE AND PAYMENT PROCEDURES
A. Measurement and Pay�nent
1. Measureme�t
a. This item is cansidered subsidiary ta the Pressure Reducing or Pressure S�staining
Valve and VauIt Sfrucfure bid ifem.
2. Payment
a. The work performed and ihe material� �urnished in accordance with this item are
subsidiary to the unif price bid per each Pressure Reducing ar Pressure SusYaining
Valve and Vault Structure complete in place, and no other compensation will be
allawed.
1.Q4 SUBMITTALS AND SHOP DRAWINGS
A. Process catalog submittals for the following:
1. Power and control cable
2. Insfrument cable
3. Conductor Connectors
4. Tape Products
5. Labels
PART 2 - PRODUCTS
f►�17 �fi�/ 1►7 �1:\ � I �I�1:� .311 �]
�i. All conductors sha11 be soft-drawn annealed copper, Class B stranding that xneets ASTM B-8.
Copper conductors sha�i be uncoated, except as otherwise specified.
B. Single conductar cable for povver, control, and branch circuits sha11 have cross-linked
polyethylene insulation, rated for 600 volts. Cab1e sha11 be NEC type XHHW-2. All such cable
CITX OF FORT WORTH W52 fn WS3 Pressure P[ane `fransfer
Ciry Project No. 01468
SECTION 26 01 20
WIRE AND CABLE
Page 2 of 6
shall be rated for wet or dry use. Cable insuIation shall be color coded wzth �actory pigrt�ented
colors beJaw size #6 awg. Color coding shall be as specified under Part 3 of this section. Cable
shall be as manufactured by Southwire or eqaaI.
C. Instn�rnent cable for analog circuits, sha11 be # 16 awg, tvvisted shielded pairs or triads with PVC
insulation and overall jackei. Ca�le assembly shall be rated for 600 volts, wet or dry locations.
Fumish Okonite "Okoseal-N Type P-OS" or approved equal.
D. Single conductor cable for 24 volt dc ca�irol shall be minimum size #16. Furnish MTW type
insulation %r panel wiring and X.HHW-2 insulation for �eld wiring in conduits.
E. Ground mat and associated upcomers and grounding conductors shall be �in-plated stranded
copper.
2.02 C�NNECTORS
A. Mecl�anical connectors far 60QV class wiring shall be tin-plated copper alloy bolted pressure type
with branze iin-pIated hardware. Furnish connecfiars as foliows:
T`i'FE 11�f�N[Jk'�i�TUFcER «, T`�PE
SingIe conductor
to flat-plate connector
Multiple conductor
to flat-pIate
connector
Sp1it-bolt cannector
Two-bolt paralIel
connector with spacer
Cross Connector
Blackburn LH
Blackburn L2H, L3H, L�H
Blackburn HI'S
Blackburn 2BPW
Blackburn XT
Splice Connectar Blackburta S
F1usIa ground connector OZ Type "VG"
B. Insulated spring wire connectors, °wire-nuts", for small building wire taps and splices shaIl be
plated spring steel with thermoplastic jacket and pre-filled sealant. Connector shall be rated for
6Q0 eolts, 75 degrees C cantinuous. Fumish King Technolagy, or equal.
C. Connectors for contral conductar connections �o screw terminals s�all be crimp-iype vvith vinyl
insulated barrel and tin-plated capper ring-tongue style connector. Fuz`nish T&B "Sta-Kon", 3M
"Scotchlak", or equal.
CITY OF FOItT WORTH WS2 to WS3 Pressure i'lane Transfer
City Project No. OI468
SECTIQN 26 01 20
WTR� ATT17 CABLE
Page 3 of 6
D. TerminaI strips for miscellaneous field terminations of control and instrunrzentation circuits sl�all
cons�st oi 12 point box l�zg terminals with marking surface. Terminal assembly shalI accept #18
to # T 2 avvg and sl�all be z'aied 600 valts. Furnish Allen-BradIey # 1492-HJ812 terminal blocks.
2.03 1NSULATING PRODUCTS
A. Tape products shall be furnished as hereinafter speci�ed and shall be PIy�outl�, Okonite, 3M, or
equal.
B. General purpose electrical tape s1�alI be 7 miI thick stretchable vinyl pIastic, pressure adhesive
type, "Slipknot Grey", 3M Scotch 33-�, or equal.
C. It�sulating void-�IIing tape azxd high voltage bedding tape shall be stretchable ethylene propy�ene
rubber witl� high-tack and fast fiising surfaces. Tape shaIl be rated for 90 degrees C continuous,
13Q degrees C overload, and shall be moisture-proof. Void filling tape shall be "Piysafe", 3M
Scotch 23, or equal.
D. High temperature protective tape shaIl be rated 1 SO°C continuous indoor/outdoor, stretchable,
self bonding silicane rubber. High temperature tape shall be Plysil #3455, 3M Scotch 70, or
equal.
E. Insulation putty filler-tap� shall be Plymauth #32074, 3M ScotchfilI, or eyuaI.
F. Arc and f�reproafing tape shall be Plymouth #3318, 3M Scotch #70 ar equal.
2.04 LABELS
A. Colored banding tape shall he 5 mil stretchable vinyl with permanent solid color. Colors shall be
as he:reizxafter speci�ed. Tape sha�l be PIyrnouth "Slipknot 45", 3M Scotch #35, or equal.
B. Numbered wire marking �abels shalI be PVC sleeve-type markers, T&B, Brady or equal.
Markers using adhesive are nat acceptable.
C. Cab2e iden�ification ties shall be weather resistant polyester with blank write-on space, T&B,
Brady or equal.
2.05 MISCELLANEOUS MATERiAL
A. Cable grips shall be 3�6 SS grzp-type rvire r�esh wiih machined metal support. Furnash Kellems,
Appleton, or equal produets.
B. Wzre p�lling compound shall be non-injurious to insulaiion and to conduit ar�d shall be
lubricating, non- cnunbling, arid non-combustible. Furnish Gedney "Wire- Quick", Ideal
"YelIow" or equal.
PART 3 - EXECUTION
CITY DF FORT WORTH W52 fo WS3 Pressure Plane Transfer
Ciry Project No. 01468
SECTION 26 O1 26
WI1tEAND CABLE
Page 4 of 6
3.01 POWER ANT� CONTROL CABLE
A. Power and control conductors shalI be sized as s�iown and where na size is indicated, the
canductor size shall be #12 awg for power circuits #I4 awg �or 120 vac control c�rcuits, and #16
awg for instt�,unenta�ion circuits.
B. Equipment grounding conductors shall be installed with type XHHW i�sulated stranded copper
conductors and the insulation color shall be green in sizes up ta and including # 10 awg.
C. Coior coding sha11 be as follows. Non-factory colar coded cables shall be marked
vvith specifed color tape. Use the following colors:
CONDUCTOR
Phase A or Ll
Pl�ase B or L2
Phase C
Neutral
Ground
I20/208V A8�V
SYSTEMS �Y�TEM�
Black
Red
Blue
White
Green
Brown
Orange
Ye11ow
N/A
Green
D. Branc� circuits may be spliced for receptacle, lighting and small app�iance load inside appropriate
junc�ion boxes. Feeders, branch circuit, po�ver wiring, control wiring, and signaI wiring shall be
installed without splice.
E. Except as ot.�ierwise specified, taps and splices with #10 AWG and smaller, shall be made with
insulated spring wire connectars. Such connectors in damp or wet locations shall be
waterproo£ed by filling interstices around wires with silicon� rubber and fuirtk�er insulating with
an envelope of stretched piece oi EPR tap� around each vvixe. Then, apply one-half lapped layer
af electrical tape over all.
F. Motor connections made with #10 AWG and smaller wire shall be mada up wit� set-screwed
copper lugs with threaded-on insulating jac�et. After make-up of each connector, install two {2)
layers half lapped, of higk� temperature tape over connectar barrel and down one (1 "} inch over
wires.
G. Taps, splices, and connections in #8 AWG and larger wires shall be made with copper alloy
bolted pressure connectors. Each such connector shall be insuIafied by means of applying
iz�sulation putty over shatp edges so as to present a smooth bonding suxface. Next, apply at least
CITY pF FORT WORTH W52 to WS3 Pressure Plane Transfer
City Proj ect rlo. 01468
SECTION 2G 01 20
WIRE AND CABLE
Aage 5 of 6
1 four (4) layers, half-lapped each layer of EPR tape. Then, make final wrapping of at least three
2 (3) layers, half-lapped each layer of electricaI tape.
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4 H. ControI wirir�g connectzons ta stud type and screw type termir�ais sha.11 be made with ring-tongue
5 type crimp connectors. Label each terminal jacket with wire marking label at each connection.
I. Each wire connectzon s11alI be made up tighfily so that resisfiance of connection is as 1ow as
equivalent length of associated conductor resistance.
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J. Numbered xr�arking labels shall be installed to identify circuit numbers from panelboax'ds. Insiall
labels on each wire in each pa�aelboard, junciion, pullbox and device connection.
K. Label each wiring run with write-on waterproof labels inside motor conirol center. Install write-
on label ties around wire group at conduit entrance and write-on Iabel the wire size, conduit size
and service.
L. Insiall PVC sIeeve type nutnbered rnarking on each controI wire termination at each terminal strip
and at each device. Do this in motor control center, terminal cabinets, sa%ty switches, remote
controllers, pilot operators, and instruinentation equipment. Nu�ber selected shall correspond to
nunnber on terminal sirip.
M. All wiring inside equipt�ent enclostares shall be neatly trained and laced with nyIon iie-wraps.
3.a2 INSTRi]1VIENTATION WIRING
A. Al� 4-20mA ana�og pairs shall have shields grounded at the instrumentation pane� and it�sulated
on the field end unless otherwise required by ins�-uznent supplier. Single point grounding shall be
maintained.
3.03 GROUND WIRING
32 A. Each item of equipment shatl be adequately and thoroughty graunded. CampIy �vzth Article 250
33 of N.E.C., e�cept vvhe;re higher siandards oi grounding have been specified. In addition to
34 rey�ireine�ts as specified uncler Sectian 26 04 50, install grounding for general wiring systems as
35 follows.
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B. Equipment grounding conductars (EGC) sha1I be installed in each run of power and control
conduits. These wires shal� be green colored in sizes #6 AWG azzd smaller and green banded in
larger sizes. Ground wires shalI be type XHHW-2 insulated copper wires.
C. EGC runs into equipment shalI be grounded ta eq�ipment bus �Iaere a�aiIable, or to equipmenf
ground lugs.
D. Where grounding type bushings are instaIled, bond EGC thereto, and furthermore, ground each
bushing lug to equipment ground bus or ground lug, or ground rod.
E. In eacl� motor terminat bo� �nstalI equzpment ground lug and connecfi EGC thereto. Bond pump
frame �o motor frame. Bond motor and pump to graunded electrode conductor.
CI'TY OF FORT WORTH
WS2 to WS3 Pressure Plane Transfer
City Project No, 0146$
SECTION 26 D1 2Q
WIItS AND CABLE
Page b of 6
3.04 LABEL]NG
A. In addition to labeling requirements as specified throughoui this Section, install wiring and
racevvay labeling as follows:
1. Apply nunabered wire marking labels to control vviring terminations for each terminatzon in
each item of equipmeni. Usc PVC slee�e type labels.
2. Apply numbered vvire tnarking Iabels to power and control wiring terminatians in moior
control centers, panelboards, and at outlets, to identify circuit nu�nbers. Use PVC sleeve type
labels.
3. Apply numbered wire marking labels to each signal wire termination in each instrument
junction box, and in each item of equip�nnent served by instrumentation circ�its. Use PVC
sleeve type labeIs.
4. Apply write-on identification labels to wiring sets in each motor control center, and in each
pullbox anci junction box. Si�ow �wire size, conduit size, ax�d lin� and load informa�ion. Use
waierproaf plasiic wiriie-on la�els -wiih i�yloii tie-wia�s.
3.05 TE�TING
A. Each run of 604V class power and control wiring shall be tested prior to connection of Iine and
Ioad. Make tests with 1004V dc hand-crank or motor driven ohmmeter. Eac� run of wiring shall
be tested phase-to-phase and/or phase-to-neutral, and phase-�o-ground. Test results for each test
shall be equal to or greater than 25,Q40,040 ohms with 1 QQOV dc applied. Al� tests sha11 be made
in the presence of the City.
B. Test all runs af sig�nal wiring with 254V dc megger. Insulation values shall meet or exceed
1,000,000 ohms par 100 feet (cable to shield).
C. Should any cable or ciut'cuit fail to meet the above tests, repIace wire and retest.
END OF SECTION
CITY OF FO�tT WORTH WS2 to WS3 Pressare Plane Transfer
City Project No. 0] 468
SECTION 26 O1 95
LTGI�TING PAI�ELBOAKDS
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�ECTION 26 0195
PART 1 GENERAL
1.01 SCOPE
LIGHTING PANELBOARDS
A. This specification covers the reqairements for 240 voIf lighting panelboards.
B. This specification defines minimum reyuirements, characteristic guidelines and features required.
1.02 STANDARDS
A. All patielboards shall be designed, manufactured and tested in accordance with fhe Iatest
applicable standards of UL and NEMA. Fanelboards shall be LTL listed.
1.03 PRICE AND PAYMENT PROCEDURES
A. Measuremeni and Payment
1. Measurement
a. This itein is considered subsidiary to the Pressure Reducing or Pressure Sustaining
Va1ve and Vault Structure bid item.
2. Pay�en�
a. The work performed and the rnaterials fun�aished in accordance with this item are
subsidiary to the unit price bid per each Pressure Reducing or Pressure Sustaining
Valve and Vault Structure compleie in place, and no other compensation will be
ailowed.
1.04 SUBMITTALS
A. Subtnit outline and dimensio�al dravvzngs and catalog literatur� to City for review.
PART 2 PR�DUCTS
2.01 GENERAL
A Ratings shall be as indicated on the drawings.
B Circuit Breakers shall be rated 10,000 amps rfxzs s�xnmetrical interrupting capacity.
C Pazzelboa.rds shall have SPD devices as indicated on the drawings.
2.02 CONSTRUCTION
CITY OP PORT WORTH
W52 to W�3 T'ressure Plane Transfer
City Project TIo. 01468
SECTION 2b Ol 95
LICrHTING PANELBOARDS
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A. All buses shall be fiin-plated copper.
B. Enclosures sha11 be painted steel.
C. NEMA 3R for i�sta�iation outdoars.
2.03 MANUFACTURER
A. Panelboards sha11 be General Eiectric or equal.
PART 3 EXECUTION
3.01 1NSTAi.LA1ION
A. Install panelboards as scheduled and in Iocations shown on the Drawings. Provide grounding as
specified per 2b 04 SQ and per NEC.
END OF SECTION
CITY OP PORT W012TI3
W52 to WS3 Pressure Plane Transfer
City Project No. d 1468
SECTION 26 0� 10
Electric Ufility Service
Page 1 of 2
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4 PART l - GENERAL
sEcr�ow zs o� �o
ELECTRIC UTILITY SERVICE
5 1.01 SCOFE
6 A. The press�zre reducing vaults will be served by ONCOR. The service valtage is 240/ i20 volt
7 single phase 3 wire, solidly grounded.
8 B. The Contractor shaIl coordinate with ONCOR to arrange service.
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1.02 PRiCE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Measurement
a. This item is coz�sidered subsidiary to the Pressure Reducing or Pressure Sustaining
VaIve and Va�lt Structure bid item.
2. Payment
a. The vwox'k pe�ortned and th� inaterials iurnished in accordance with this item are
subsidiary to the unit price bic� per each Pressure Reducing or Pressure Sustaining
Valve and Vault Structure com�lete in place, and no oiher compensation wilI be
allovved.
PART 2 - PRODUCTS
22 2.01 RACEWAYS
23 A. Furnish aiid install secondary conduifis from transformer pad to new outdoor meter on the
24 elevated tank. Provide servzce conductors as shown on the drawings.
zs z.a2 wl� � c�LE
26 A. Service wire and cable {600 volt) shail be as specified under Sectian 26 01 20.
27 2.�3 UNDERGROUND
28 A. Underground shall be as specified under Sectian 26 04 l0 a�nd as specified herein.
29
30 PART 3 - EXECUT70N
31 3.01 GENERAT,
32 A. Underground conduit shall b� installed per Section 26 04 10.
CITY OF FORT WOIZTH
WS2 to W53 Pressure Plane Transfer
City Project No. 01468
SECTION �,G 0� 10
Electric Utility Service
Page � of �
B. Coardinate with eleciric uiility {ONCOR).
END OF SECTION
CITY O�' FORT WOATH WS2 to WS3 Pressure Plane Transfer
City Project No. 01468
SECTIQN 2G 04 �.0
UNDERGROUNll ELEC'TRTCAL
PART 1 - GENERAL
1.01 SC�PE OF W�RK
SECTION 26 04 14
UNAERGROUNT7 ELECTRiCAL
Page 1 of3
A. Furnish and instal� a system of underground raceways and wiring as shown on the Drawings.
1.02 APPLICATIONS
A. Except as otherwise shown on the Dravvings, or othex°wise speci�ed, all underground and in-slab
condui� raceways shalI be of the following type:
1. For smatl diameter conduits for inst�-fa.inentation and feeder circuits, canduit runs shall be
made with schedule 40 PVC. Bends to grade shall be made with plastic coated rigid
al�minum co�aciuit. AlI conduit coming oui of the ground in grass areas shall have concrete
mow protection as detailed on the Drawings. Plastic coated canduit in all ca.�es ��alI e�te�d
3" above t�e cancreie.
2. All instrumentation underground conduit runs shalI be made with schedule �4Q PVC conduit
with plastic coated rigid metallic conduit upturns. A 24" separation shaIl be maintained from
power conduit ductbanks or if in the same ductbank, it shaII be plastzc coated rigid steel
conduit the whole way.
1.03 PRICE AND PAYMENT 1'ROCEDURES
A. Measurement and Payment
1. Measurement
a. This itetn is considered subsidiary io the Pressure Reducing or Pressure Sustaining
VaIve and Vault Structure bid item.
2. Payment
a. The work performed ant� the materials furnish�d in accordance with this item are
subsidiary to the unit price bid per each Pressure Reducing or Pressure Sustaining
Valve and Vault Structure complete in pIace, and no ot3ier compensation will he
aIlawed.
1.03 SUBMITTALS
A. Process submittals %r the %llowing:
1. Non Mefallic conduit
2. Metallic conduit
3. Grounding Bushings
CITY OP F01ZT WORTH W52 to WS3 Press�re Plane Transfer
City Project I�o. Q146$
SECTIpN 26 04 10
jJNDERGKOUI�D ELECTRICAL
Page 2 of 3
4. Buried conduit marker �ape
5. Conduit supporting saddles
1.04 RELATED WORK SPECIFIED UNDER OTHER SECTION�
A. Refer to Section 26 Ol lU for raceways.
B. Refer to Section 26 01 20 for wiring.
C. Ret�er to Sectio1126 04 50 �or grounding.
D. Refer to Division 3 for concrete.
PART��PRDDUCTS
2.01 RACEWAYS
A. Raceways shall be as speciiied in Section 26 01 10.
2.02 MISCELLANEOUS
A. Gravel for underbedding of conduits shall be washed type pea gravel.
B. Plastic saddles {where a.11owed) for spacing and supporting conduiis shall be interloc�it�g types as
rnanufactured by Cantex.
C. Plastic marker label tape for buried conduits shall b� yel�ow background wiih black letters with
repetitive marking "ELECTRIC LINE" on yellow backgro�nd, continuous along its length.
�'urnish T&B # NA-06Q8, or equal tape.
PART 3 - EXECi]TION
3.01 EXCAVATION AND BACKFILLING
A. Do all excavating and backfilling necessary for the installation of the wark. This shall include
shoring and puanping in ditches to keep them dry until the work has been installed.
B. All excavations shall be made to proper depth, with allawances made for floors, fornzs, beams,
piping, finished grades, etc. Gro�and �nder conduits shall be undisturbad earth or if disturbed,
mechanically compacted to a density ratio of 95% befare conduits are installed.
C. All backflling sha11 be made wi�h selected soil, free of rocks and debris, and sha11 be
pneumaiically tamped in six (6") inch layers to secure a�eId density ratio of 95%.
CiTY Ok' FORT WORTH W52 to WS3 Pressure Plane Transfer
City Project No. OI468
SECTION 26 04 10
i}I*]DEItGROiJND ELEGTRiGAL
Page 3 of 3
D. Fie1d check and verify the locations of a�l undergro�nd utilities prior to any excavating. Avoid
d�sturbing these as far as possible. In the event existing utilities are broken into or damaged, they
shal� be repairec� so as to make their aperation equa� to that before the trenching was started.
E. All concr�te ductbanks shall have a red dye in to indicate electrica� d�actbank. All ducthanks shall
be cancrete encased.
F. All concrete encased ductibanks s}�all be tied into structure with daweled rebar, on each corner,
four places minimurn.
G. Where conduits turn up provide 6" rise of concrete e�casennent to proiect conduit frozn r�owing.
3.Q2 RACEWAYS
A. All underground conduits shall be PVC schedule 40 unless otherwise noted. All bends ta grade
shail be n�ade �x+ith plastic coated rigid znetallic conduits and shall ext�nd to b" abov� grade.
Conduita shaI1 be watertight over tlze entire length of the underground run.
B. Install all power, control, and signal wiring. Label each single canductor wire at eac� co�anection
with PVC steeve type wire labels. LabeI each signaI cable at each end with plastic waferproof
write-on type label to identify terminal connection and funciion anc� device served.
C. Where empty conduits terminate into equipment iristall blank "disc" under grounding bushing and
bring speci�ed foot-marked puIl tape throug� disa Label each end of each puil tape with
waterproof plastic label to identify terminus of other end and also show conduit size.
3.03 WIlZIl�IG
A. All underground wiring runs sha11 be installed from line to load without splice.
END OF SECTION
CITY OI' FORT WORTH WS2 tu WS3 Pressure Plane Trans%r
Ciiy Project No. Q146$
SECTION 26 04 SO
GIZOUNDING SYSTEMS
Page 1 of 3
SECTION 26 04 50
GROUNDiNG SYSTEMS
PART 1 - GENERAL
1.01 SCOPE
A. Furnish and install coinplete grounding systeins in accordance with Article 250 of the NationaI
EIectrical Code as shown on ihe Drawings and as specified herein.
B. Provide grounding electrode sys�em �s shown on the Drawings and as specified herein.
1.02 PRICE AND PAYMENT PROCEDiJRES
A. Measurement and Payment
l. Measurement
a. This item is considered subsidiary to the Pressure Reducing or Pressure Susfiaining
Valve a�zd Vault Structure bid item.
2. Payment
a. The work per%rmed and the materials iurnished in accordance with this item are
subszdia�y to the unit price bid per each Pressure Red�cing or Pressure Sustaining
Va.lve and Vault 5tructure com�Iete in place, and no other compansation will be
allowed.
1.03 SUBMITTALS
A. 5ubmit manufacturers' catalog sheets with catalog numbers marked far the items furnished, which
shall include:
1. Ground we11 casings
2. Grou�d rods
3. Terminal lugs and clamps
4. E�othe:rmal welding znaterials
5. Ground cable
6. Ground connection hardwaxe
PART Z - PRODUCT�
2.01 GROUNDING ELECTRODES
A. AlI ground mat grounding electrodes and grounding electrode conductors sha�l consist of tin
plated stranded cnpper.
CITY OF FORT WORTH WS2 to WS3 Pressure Plane Transfer
City T'roject Na. 01468
SECTIOI�I 26 04 56
GROUNIl1I�1G SXSTEMS
Page 2 of 3
B. All ground z'ods shalI be co�per clad steel products, 3/4" diameter x 1a foot long, unless
otherwisa indicated. Ground rods shall be Blackburn #6258, or equal. Provide heaey duty ground
rod clamps, exothermic welds where concealed or below grade. Equal to BIackburn #GG58
where vertical connectians are installed and #GW where U-boIt conz�ectors are instal�ed to serve
harizontal connections.
2.02 GROi.JND1NG DEVICES
A. Connectars shall be furnished as specified under Section 26 O1 2Q.
B. Con�.uii graunding bushings shall be furnished as specified under Section 26 O1 10.
C. Equipment grounding conductors shal� be furnished as specified under Section 26 01 20.
D. ExothermaI welding kits shail be "Cadweld" praducts as manufactured by Erico. Molds,
cartridges, powder, and accessories sha11 be as recommended by the manufacturer.
2.03 GROUND TEST WELLS
A. Ground #est �ells shall be iurnished �ach gr�und ro� �or thP purp�asP O� liPi� fPS�lllg �11P grounr�
nc�at system.
B. Ground test wells shall each consist of ground rod with connectar attached to a#4 upcomer from
t�e ground �nat and contained within an access well with labeled top.
C. Grouzad test well enclasures s�all be Brooks product #3RT series, or equal. Enclosures shall be
� 0 1/�4" diameter and shall include cast iron cover with iniegz'ally cut "GROUND TEST WELL"
ir� top of cover.
PART 3 - EXECUTION
3.OI GROUND MATS AND GROUND WELLS
A. Tnstall ground rods a� each end of ductbank and ground metal enclosures and panelboard. Use
# 110 AWG tin-plated copper stranded conductor for the ductbank ground wire. Install upco:tnier
with #2 tin pIated copper conductors. Ground the metal enclosures at each ealve vaive vault and
connect the ground ta the panelboard ground and the instrEtment panel ground. Exathe�mally weld
connections at ground well.
B. Unl�ss other larger sizes are indicaied on the drawings, ins�all #2 upcamers from ground mat io
PLC, and other equipment indicated on the drawings.
C. Install ground rods in test weils where indicated on the Drawings.
3.02 WIRII�TG SYSTEMS GROUNDING
CITY OF FORT WOIZi'H WS2 to WS3 Pressure Plane Transfer
City Projeci No. 01468
s�cTrar� a6 04 so
GROUNDIMG SYSTEMS
Page 3 of 3
A. AIl equipment enclosures, moior and trans%rmer frames, metallic conduit systems and exposed
structural steel systems sk�all be grounded.
B. Equipment groundiag conductors shall be run wzth all wiring. Sizes of equipment graunding
conductors shall be based on Article 250 of �e N.E.C. except w�ere larger sizes may be shown.
Bond eaci� equipment grounding conductor to the equipment grounds at each end of each nin.
Run 4/0 graund full length of tray, bor�d to each section and every enclosure where conductors
originate or terminate. Protect gro�anded equipment conductor in conduit where it Ieaves the tray.
C. Liquid tight flexible metal conduit in sizes 1" and larger shall be eq�ipped with extert�al banding
jumpers. Use liquid tight connectors integrally equipped with suitable grounding Iugs.
D. Where conduits enter equipment enclosures, equip each penetration inside with grounding
bushing. Instail bonding jumper from each grounding bushing to ground bus.
E. Equipment enclosures that do nofi come furnished with a ground bus, install ground lug in each
enclosu re t�Zat shaIl be banded to the inetal cabinet or backpan of the enclosure.
3.03 TESTING
A. AlI exothermic weld coiulectior�s shall successfuIly resist moderate hammer biows. Any
connect�on which fails such test or if upan inspection, weld indicates a porous or defarmed
connection, the weld shaIl be remade.
B. AIl exothennic welds shall encompass 100 percent of the ends of the materials heing welded.
Welds which do not meet this requiremeni sha11 be remade.
C. Tes� fihe ground resistance of the systern. All test equipment shall be furnished by Contractor and
i�e approved by City. Test equipxnent shall be as naa�ufactured by Biddle ox approved equal. Dry
season r:sistance of the system shall not exceed five ohms. If such resistance cannot be obtained
with the system as shown, pror�ide additiorzal graunding as dzrected by City.
END OF SECTION
CITY OF FORT WORTH WS2 to WS3 Pressure Plane Transfer
City Project No. 014b&
260910-1
INSTRUMENTATIOI�
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�ECTION �.6 0910
INSTRUMENTATIUN
PART 1- GENERAL
1.01 SUMNIARY
A. This section covers the general requirements for ihe instruinentation.
B. Aua�iliary and accessory c�evices necessary for systern operation or perFormance, such as reIays, din
connectors, or terminals to interface with other Seciions of these Specifications, shall be included.
1.Q� PRICE AND PAYMENT PROCEDjJRES
A. Measurement and Payment
l. Measurement
a. This item is considered subsidiary to fhe Pressure Reducing or Pressure Sustaining
Valve and Vault Structure bid item.
2. �ayznent
a. The work performed and the materials furnished in accordance witl� this item are
subsidiary to �e unit price bid per each Pressure Red�cing or Pressure Sustai�ing
Valve and Vault Struciure complete in place, and no other compensa#ion will be
allowed.
1.03 QUALITY ASSiTRANCE
A. Manufacfurers: Firms reguiarly engaged in manufact�.u-e of producis of this iype, a�d whose
products haue been in satisfactory use in similar se�vice far not less than S years.
B. InstalIer: Qualified with at least 5 years of successful installation experience on projects with wark
similar to that required for this project.
C. NEC Compliance: Comply with the National Electrical Code, NFPA 70, as applicable to wiring
and other electrical construction of the unit.
D. LTL Compliance: Provide components with UL listing and labeIing for appIicabte UL categories.
Custom panels, control panels, and insfrument panels and the lika sha11 be manufactured by a
fabricatar approved as a UL508A shop and shaIl beax a UL 508A (UL Industrial Control Pane�}
1abe1.
E. Provide complete unit arzd znstaIlatia,� to con�orm with NF�A-90A.
I.Q4 SUSNIITTALS
A. Submit catalog ltterature, specificaiion material and rnstatlation and operation manual for each
instriunent and device specified herein.
B. Submit outline and dimenszonal drawizzgs az�d wiri�ng diagratns to Engineer far review.
C1TY OF FORT WORTH
WS2 ta C�VS3 Pressure Plane Transfer
City Projecf I*Io. 01468
26D9I0-2
INST�iU2vIk:NTATION
Page 2 of 5
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C. Subznit shop dra�vings far including wiring and dirnensional au��ines. Shap drawings shall include
ISA loop drawings. Loap drawings shall include all device terminal nurnbers a�ad vvire z�uzxabers.
1..05 SYSTEM RESPONSIBILITY
The contractor shall a,ssut�rze coznplete "SYSTEM RESPONSIBILITY° far the insirumenta�ion
syste�nn. "System Responsibili�ty" sha11 inean that �he Contractor is responsible for the overall
operaiian, satisfactory performance, and in�egration of the individual compon�nts inta the whale
system so that the entire sysiem functions in whole and in i�s parts as iniended by the Con#ract
Documents.
CITY OF FdRT WORTH
WS2 to WS3 Pressure Plane Transfer
Ciiy Project No. � 1468
260910-3
it�I S TRU 1VI�T�1 TATT ON
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PARTZ-PRODUCTS
2.OX REMOTE TERD�IINAL UNIT {RTU}
A. Provide space in encIosure for mounting ofHSQ SCADA equipment as indicated on the drawings.
The Owner will fi�rnish and i�stall HSQ CPU, I/O modules, and licensed 928/952 licensed radio.
Antenna, antenna pale and antenna cable and associated 12 vdc and 24 vdc power supplies shalI be
furnished by the Contractor. AIl other equip�nent and devices shall be furnished as indicated on the
drawings.
B. Furnish and install wire and tag for I/O shown on the RTU I/O ScheduIe. Submit wiring diagrazxa
including polarity tags of dc loops of I/O to be connected to RTU.
C. Provide surge suppressor on 120 vac power, control relay f�r Iass of po�vver indicat�on and intr�sion
swifch on enclosure.
D. The City wi11 program the RTU and make program�nazng changes to the xnain computer at ihe Holly
Water Treatment Plant SCADA building.
E. AIl activities for SCADA wark must be coordinated tho�gl� water production Division staff in
advance. Contact Tim Allen, Fort Worth Water Production (817-925-7236).
2.02 POWER SUPPLIES
A. Fux'nzsh and install a 24V DC 10 Amp Power Supply {PSU} for ihe equipment as shown on the
drawings. The 24V DC PSU shall be Phoenix Cantact #2$66673.
B. Furnish and install a 24V DC 10 Amp Uninterruptable Power Supply (L1PS) �or the equipa�x�ent as
shown on the drawings. The 24V DC UFS shall be Phoenix Contact #2320225.
C. Furnish and instalI a 24V DC I2.0-Amp Hour Battery ModuIe. The Battery Module shall be
Pho�nix Contact #2320322.
D. 120 vac surge protective device shall be EMC filter surge protection device. Phoenix Contact SFP
12-20/12�AC 285b7U2.
�.03 ENCLOSURE
A. Furnish and install a iraffic rated enclosure mounfec� on a concrete pad. Enclosure shali have one
hinged daor with 19" EIA rack rails on each sid� inside door. Enclosure shall be rated NEMA 3R
and shall be cons�ructed of 0.125" aIuminum. Door and miscellaneous hardware shall be 316
stainless steel. Color shall be standard cream color and shaIl be powder coated. Door shall have
padlock pravisions. Enclosure s}�all have fabricated backpanel as indicated on the drawings.
B. Enclosure shall be DDB Unlizniied of OkIahoma.
�.U4 PRESSURE TRAlOTS11uTTERS
CITY OF PORT WORTH
W52 to W53 Pressure Plane Transfer
City Project No. 01468
2604 i0-4
II�ISTRUMENTATlOI�
Page 4 of 5
1 A. Pressure transmitters s1�alI be loap powered pressure transmiiter installed at the locaiion as shown
2 on t11e plans and in accordanc� with the manufacturer's recommendations. The transmitter s�all
3 incorporate an integral LCD digital display reading in engineering units. The pressure transmitters
4 s�aall be provided with a%2-inch MNPT and '/a-inch FNPT pressure connection of 316L stainless
5 steel wi�h a ceramic m�asuring diap�ragm. The pressure transmitters shaIl have an accuracy of
6 0.2% wiih a 10:1 turndown and zero adjustability of—IO to +l OQ%. T3�e transmitters shall be field
7 programmable using integral pushbuttons as we11 as a IIART hand held programmer. The pressure
8 iransmitters sha11 be provided vaith a stainless steel mounting bracket and b1��d and bloc� xtzanifold
9 valve for ease of calibration. The pressure transxn�itters shaIl be a Rosemount 2U51 with a bleed and
10 block ealve manifold.
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B. The transmiiiers shall incorparate art infiegral LCD digital display reading in engineering units. The
transmitters sha�l be provided with a 1/2-inch MNPT and'/4-inch FNPT pressure connection of 31bL
stainless steel with a ceramic measuring diaphragm. The transnrzitter electronics enclosure shaIl be
epoxy coated cast aIuminum with a 1/z-F`NPT conduit entry and glass viewing window for th�
integral LCD display and shall be suitable for NEMA 4X operation. The transmitter shaIl be �eld
programmable using integraI pushbuttons as well as a HART hand held pragrammer. The pressure
transmitter shall be pro�ide� wit� a press�r� range suitablP for thP intene�er� line pre,ss��re, Tb.e
pressure transnraitter shall include transient protector.
C. Furnish one (1) hand held programmer diagnostic tool to tlie City. Progz'ataamer shall be Emerson
Rosemount AM� Trex.
�.D� NIISC�LLANEOUS
23 A. Furnish intrusion deteciion d�vices for equipzzaent, and hatches panels to be located as indicaied in
24 the drawings. Intrusion Detectors shall be Class 9407 heauy duty litnit switchas by Square-D,
25 stainless steel proximity swiiches by Tap Wor�.
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PART 3 - EXECUTION
3.0�. INSTALLATION GENERAL
A. Permanently mount the instr�.�uients, and alI required appurtenances in. accordance with
manufacturer's r•equu•ements. All work shall be done in accordance with indushy sfandards, the
NEC, ISA reco�nmendations and in a woxktzaaz�ship like manner.
B. Calibrate, and test atl instruments.
C. Certify that all instrument instal�ations and calibrations are done in accordance with ISA and the
inanufacturer's recomrnendatians.
D. Provide completed ISA calibration sheets for all nevv instt�zments provided.
E. All surge suppression devices shall be grounded with minixnum #8 ground vvire.
CITY pF PbRT WdKF�T
VirS2 to W53 Pressure Plane Transfer
City Project �To. 01458
260910-5
INS'TitUMEN"i'A,TION
Page 5 of 5
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3 3A2 OPERATIONS AND MAINTENANCE MANUALS
4
A. Six (6) weeks prior to the completion of the project, compile an Operafiions and Maintenance
Manual or� the instrumentation equipment. These manuals shall znclude detatled insirUctions,
periodic calibration requireinents and maintenance, as weII as recommended spare parts lists.
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B. Submit for 6 copies for review.
CITY OF FORT WORTH
END OF SECTION
W52 to WS3 Pressure Plane Transfer
Ciry Project I�o. 0146$
SECTTON 26 09 20
RADIO SYST�MS
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SECTrON �6 49 �U
RADTO SYSTEMS
PART 1 - GENERAL
1.O1 SCOPE
A. Tl�is section covers radio systems, antenna, and antenna cable. Furnish and insiall a11 equipment
and materials as shown on the c#rawings and specified herein. Work shall include al� necessary
materials, equipment,labor, and services.
B. Au�liary and accessory devices necessary for system operation or performance, such as relays
din cannectars, or tezx�ain�als �o ixzterface witI� other Sections of these Specifications, shall be
incIuded.
l.02 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Measureznent
a. This item is cansidered subsidiary to t�e Pressure Reducing or Pressure Sustaining
Valve and Vault Structure bid item.
2. Payment
a. The wark performed atzd t�e tz�atex'ials furnished in accordance with this item are
subsidiary to tiie unit price bid per each Pressure Reducing or �ressure Sustaining
Valve and Vault Structure complete in place, and no ofher compensation wilf be
alIowed.
�A3 QUALITYASSURANCE
A. Comply with Section 26 09 10, Part 1.03
1.04 RELATED WORK
�ection 26 09 1�, Instrumentation
1.p5 SUBMITTALS AND ST�OP DRAWINGS
A. Process cata�og submittals, and equipment data for the foIlowing:
1. Antenna & inounting brackets
2. Anfienna cal�le
3. .Aaaten��a poIe
17�:711ir+� �:U]1111�J1 Ky
2.01 R.ADIOS
GITY OF FpRT WQRTH
WS2 to WS3 Press�re Flane Transfer
City Project No. 0 i 468
s�.cTioN zs os za
x�io s�rs�r�r�s
Page 2 af 2
A. Radios will be furnished and installed by ihe City. Radio is a licensed 5 watt 928 Mhz NIDS-9
radio. Antenna, antenna cable, antenna pole and ail ot�aer devices specified herein shall be
fi.u�nished and installed by the Contractor.
2.02 ANTENNA CABLE AND ACCESSORTES
A. Antenna shall be 10 dB gain, Yagi type directional antenna with type N connector. Furnish
Cushcraft model PC9Q10N.
B. Antenna cable shaIl be 1/2" TIIvIES MICROWAVE #LMR4�0 coaxzal cable.
C. Each antenna cable shall be grounded outside o� the RTU with a TIMES MICROWAVE Products
# GK-S400TT series grounding strap kit.
D. Each antenna cable shall ha�e a POLYPHASER modeI BGXZ-60NFNF-ALT grounded surge
arres�or at the tog and bottoin of the RTU and radio enclosure.
E. Connectors sha11 be N type, TIMES MICROWAVE EZ-400-NMH-X.
F. Furnish Times Microwave junnper cables at each antenna and as indicated on the drawings.
2.03 ANTENNA POLE
A. Furnish a sel� suppariing antenna paie and cancrete base as indicated on the drawings.
B. Antenna pole shall be Valmount PCS Manopole and shawn on the drawings.
PART 3 � EXECUTIDN
3.01 ANTENNA INSTALT.ATION
A. Mount the antenna as shown on the drawings.
B. Aim antenna at masier site indicated on the drawings.
3.02 ANTENNA AND CABLE 1N5TALLATION
A. Weatherproof all outdaor connectors with shrink tubing, Decibel Products VB-8 Vapor-Bloc.
Carefully inspect installed cabl� for nicks and kinlcs.
B. Check VSWR {voltage s#anding wave ratio) at each site after installation and submit test results
ta City for review.
END OF �ECTION
CITi' OF FORT WORTH WS2 to WS3 Pressure Plane Transfer
City Project No. 014G8
40 OS 67 - I
PRESSUR� REDUCING AND SIISTATNII�G VA1.VE3
Page 1 of 13
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SECT�4N 40 OS 67
PRESSi.]RE REDUCING AND �USTAINING VALVES AND VAULTS
3 PART1- GENERAL
4 11 SUMMARY
5 A. Section Includes:
6 1. Pressure Reducing Valves (PRV} or Pressure Sustaining Valves (PSV), H-Style
7 Strainer, Electronzc Flow Meter (Insertion Type) with Integral Touch Screerz
8 DispIay, Vault, and App�enances
9 B. Deviations froin tliis City of Fort Worth Standard Specification
] 0 1. THTS IS NOT A FORT WORTH STANDARD SPECIFICATION
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C. Related Specification Sections include, but are not necessarily limited to:
1. Divisian 0— Bidding Requirer�ents, Contract Forms, and Conditions af the
Contract
2. Division 1— General Requirements
3. Section 03 80 00 — Modifications to E�sting Concrete Structures
4. Divisian 26 — Electrical
5. Section 33 OS 13 — Frame, Cover and Grade Rings — Cast Iron
6. Section 33 05 16 �- Concrete 'GVater Vaults
7. Sectioz� 33 11 OS — Bolts, Nu�s, and Gaskets
8. Section 33 11 10 — Ductile Iron Pipe
�,. Section 33 11 11 — Ductile Iron Fittings
10. Section 33 12 20 — Resilient Seafed Gate Valve
11. Section 40 71 I3 -- Electromagnetic Flow Meters
PRICE AND PAYN�NT PROCEDURES
25 A. Measurement and Paymeni
26 1. Measurement
27 a. Measurement for this Item shall be per each.
28 b. Measurezxzent in�cludes PRV� or PSVs, vauI�, pipzng, and appu�tenances from
29 upstreain �tting {i.e. reducer, tee, etc.) to downstream fitting (i.e. reducer, tee,
30 etc.).
31 1} The first fitting immediately adjacent to the proposed va�alt on the upstream
32 and downstream side is measured and paid separately as ductile iron
33 fittings, by ton.
34 2) Piping and fittings upstream and downstream of the first fitting
35 immediafiely adjacent to the proposec� vault is measured and paid sepaxafiely
36 as wate:r pzpe, by szze and as ductile iron fittings, by ton.
37 2. Payment
CITY OF FORT WORTH
WS2 fo WS3 Pressure Plane Transfer
City Praject I�Io. 01 �468
40 �5 67 - 2
PRESSURE REDUC1NCr AND SUSTAINING VALVES
Page 2 of 13
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a. The work performed and the nnaterials fiu-nished in accordance wi�h this ltem
shall be paid for at the unit price bid per each "Pressure Reducing Valve and
Vault" or "Pressure Sustaining Valve and Vault" installed foz':
1} Various valve sizes
The price bid shall include:
a. Excaeation
b. Cast-in-place concrete vault and appurtenances
c. Crushed rock faundation
d. Access hatches or �iinged Iids
e. Ladder
f. Piping and appurtenances
g, Piping supports
h. Nuts, bolts and gaskets
i. Furnish�ng, placement axzd compaction af embedment
j. Furnishing, placement and compaction of backfill
k. Fittings
1. High�flow PRV or P�V
m. Low-flow PRV or PSV
n. High-flow �al�e strainer
o. Low-flaw valve strainer
p. Tntegral flow meter {if required}
q. Magnetic flaw meter (if required)
r. Elecfrical improvements
s. Backfill
t. Pa�ement removal
u. Hauling
v. Disposal of excess material
w. Placernent and compaction of 3�ac1��11
x. Clean-up
y. Cleaning
z. Disinfection
aa. Testing
bb. Surface restoration around p�rimeier of vauIti and piping as required
34 1.3 REFERENCES
35 A. Abbreviations:
36 1. PRV —Pressure Raducing Valve.
37 2. PSV --- Pressure Sustafning Va1ve.
38 1.4 ADMINISTRATIVE REQUIREMENT� [NOT USED]
39 1.� SUEMITTAL�
40 A. AIl submittals shall be in accordance wi�h Section Ol 33 00.
41 B. All suhmittals shaII be appz'oved by the City prior to delivery.
42 1.6 ACTTON SUBNIITTALS/�NFORMATIONAL SUBNIITTALS
43 A. Qualiiications
CITY OF FORT WpRTH WS2 to WS3 Pressure Plane Transfer
City Yroject No. 0] 468
40 05 67 - 3
PRESSURE TtEDiJCTNG AN17 SLJSTAINING VALVES
Page 3 af t 3
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1. Submit resume and experience data in accordance with Articte l.9.B of this
Secfion.
B. Prod�act Data
1. PRVs or PSVs
2. Valve strainers
3. Electronic Flow Meter (Insertion Type)
4. Piping and Fittings
5. Isolatzan Valves
6. Hatch
7. Hinged-Lids
8. ElectricalImprovemen#s
12 L'� CLOSEOUT SUBNIITTALS
13 A. Operation and Maintenance Data
I4 1.8 MAINTENANCE MATERIAL SUBMITTALS
15 A. Spare Parts (if applical�le}
16 1.9 QUALITY ASSi1RANCE
I7 A. The PRV/PSV shall be the product of a manufacturer regularly engaged in the
18 manufacture of hydraulic valve,s hauing simiIa� service and size. The valves covered by
19 the specifications are intended to be standard equipment and have proven ability.
20 B. Coniractor Qualification Requirements
21 1. FRV/PSV Contractor shall:
22 a. Defnonstrate successful experience af Coniractar's campany ar applicable
23------- ------- subcoritractors instaIling PRVs or PSVs and associated electrical� SCADA and— -------------- -
24 mechanical appurtenances within the last ten (10) years on projecis with similar
25 diameters and appIications.
26 b. Furnish evidence ot� successful experience by including project owner, projecfi
27 nan�e, project descxiption, location, and dianneter. �rovide o�+ner's
28 representative name with email address, physical address, and telephone
29 number.
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C. Unit Responsibility Coordination
1. The Contractor shall cause a11 equipment specif�ed under this section to be
furnished by ihe valve mar�ufacturer who s�a11 be responsible for the adeyuacy and
compatibility af all unit components including but not Iimited to ihe valve, strainer,
integral flow meter (if applicable}, and pilot control system and appurtenances. Any
component of each compleie unit not provided by valve manufacturer shall be
designed, fabricafed, tested, and installed by factory-authorized representatives
experienced in the design and manufacture of the eqnipment. This requirement,
however, shatl not be construed as relieving the Contractor of the overal7
responsibility for this portion of the work.
1.10 DELIVERY, STORAGE, AND HANDLING
C1TY OF FORT WORTH
WS2 to WS3 Pressure Plane Transfer
City Project No. Q146$
40�567-4
PliE�SFJRE REDUC1NCr AND SUSTAII�TING VALVES
Page 4 of 13
I A. AIl parts shaIl be properly protected so that na da�nage or deteriaration will accur
2 during a pralonged delay from the time of shipment until installation is completed and
3 the units and equipment are ready for operation.
4 B. AIl equipment and parts must be properIy protected against any damage during a
5 proianged period at the site.
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C. The �in�s�ed surfaces of aIl exposed flanges shall be protected by wooden blan�
flanges.
D. Finished iron or ste�l surfaces �ot painted shall be properly protected to prevent rust
and corrosion.
E. �tox'age and Protection: Take special care to preven� plastic and similar �rittle itetns
from being directly exposed to the svn, or exposed to extremes in temperature,
preventing any deformation.
I3 1.11 FIELD [SITE] COND�TIONS [NOT USED]
14 1.12 WARRANTY
l5 A. Manufacturer Warranty
16 1. Manufactur�r's warranty slaall be in accordance with Division 1.
17 PART � - PRODUCTS
18 �.1 CITY-FURNISAED PRODUCTS [NOT USED]
i9 2.2, EQUIPMENT, PRODUCT TYPES, MATERIALS
20 A. Pressure Reducing Valve / Pressuz'e Susiaining Valve
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1. General
a. Main Valve
1} The maiza �valve sha11 be hydraulically operated, single diaphragm actuated,
globe pattern. Tl�e vaI�e shall cansist of thre� major components; the �ody
with seat insta�led, the cover with beari�g installed, and the diaphragm
assembly.
2) The diaphragm assembly shall be t�e only moving part and shall form a
sealed chamber in t�e upper portion of the valve, separa�ing Yhe operating
pressure fro�n line pressure.
3) Packing glands, stuff'ing boxes, and/or rolling diaphragm technology will
nat be perrnitted and there shall be no pistons operating the main valve or
pilot controls.
4) No fabrication or welding shall be used in the manufacturing process.
S) Y-pattern vaEves shall not be permitted.
b) Main valve shall be certi�ed by ANSI/NS� 61 as a safe drinking water
systiena coznponent
b. Main Valve Body
1) No separate chambers below diaphragm shall be a�lowed between the main
�alve co�e:r and body.
CITY pF FpRT WORTH
WS2 to WS3 Pressure PEane Transfer
City Project No. OI468
ao os �� - s
PRESSiIRE REDUCING AAID SUSTAINING VAI.VE3
Page 5 of 13
1 2) The vaIve shalI cantain a resilient, synthetic rubber disc with a rectangular
2 crass-section coniained an ihree and one-half sides by a disc retainer and
3 forming a tight seal against a single removable seat insert. No O-ring type
4 discs (circular, square, or quad type) shall be permitted as the seating
5 surface. The disc g�aide shalI be of the contoured type to per�nit smooth
6 transition of flow and shall hold fihe discs iirmly in place. The disc retainer
7 s�Zall be of a sturdy o�e-piece design capable of vwit�asta.tzding openizzg and
8 closing shocks. Tt must have straight edge sides and a radius at the top edge
9 tio prevent e�cessive diap�ragna vveax as the diaphrag�n fle�es across this
10 suriace. No hours-glass s�aped disc retainers shall be permitted, and no V-
11 type or slotted-type disc guides shaII be used.
12 3) The diaphragm asse�nbly cantaining a non-magnetic 303 stainless steeI
13 stem; of sufficient diameter to withsfand high hydraulic pressures and shall
14 be fully guided at both ends by a bearing in the main valve cover and an
15 integraI bearing in the vaIve seat. The valve seat sha11 be a solid, one-piece
l6 design and shaIl have a minunum five-degree taper on ihe seating surface
17 for a positive, drip-tzght slaut off.. No center guides shaII be permztted. The
18 stem sha11 be drilled and tapped in the cover end to receive and affix such
19 accessories as zxaay be deeir�ned necessary. The diaphragim asse�x�bly s�aall be
20 the only moving part and shall form a sealed chamber in the upper portion
21 of the valve, separating the operating pressure from the line pressure.
22 4) The flexible, non-wicking, FDA approved diaphragm sha11 consist of nylon
23 fabric bonded with synthetic rubber compa�ible with the operating fluid.
24 The diaphragrt�'s center hole far ihe rr�ain valve stem must be sealed by tise
25 vulcanized process or a rubber grommet sealing the center stem hole frorr�
26 th� op�raiing pressure. The diaphragrn must withstand a Mullins Burst
27 Test af a m�nimum af 6Q0 X per layer of nylan fabric and shall be cycled
28 tested 100,000 titn�s io insure longevity. The diaphragm shall not he used
29 as the seating surface. The diaphragm shall be fully supported in the valve
30 body and cover hy machined surfaces which support no less than one-half
31 of the total surface area of the diaphragm in either the fuIly apened or fully
32 closed position. Bellofram type rolling diaphragms shall not be permitted.
33 5) The main valve seat and stem bearing in the valve cover shall be
34 rernovahle. Tbe znain vaIve seat sha�l be retazned by flat head �achzne
35 screws for ease oi maintenance. The lower bearing of the valve stem shall
36 be contained concentricaIly within the seat and shall be exposed to the flow
37 on all sides to avoid deposits. To ensure proper alignment of the valve
38 stem, the valve body and cover shaII be machined with a locating lip. No
39 "pinned" cavers io the valve body shall be permitted. Cover bearing, disc
40 retainer and seat shaII be �nade ofthe same material. All necessary repairs
4�. andlor modif cations other ihan replacement of the mai� valve body shall
42 be possibie without removing the valve from the pipeline. The valve sha1�
�3 be designed such that both the cover assembly ar�d internal diaphragm
44 assembly can be disassernbled and lifted vertically'straight up from the top
45 of a narrow opening/vault. The seat shall be o�'the soIid one-piece design.
46 Two-piece seats or seat inserts shall not be permitted.
47 2. Manufaciure
48 a. Assembly
99 1) Each control valve anc� strainer shall be factory assembled.
CIT"Y OF FORT WORTH WS2 to W53 Pressura Plane Transfer
Ciry Prnject No. 01468
4D 05 67 - 6
P1tESSiJ1ZE REDUCING AA]D SLTSTAINING VALVES
Page 6 of I3
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2} The Quality Management Systezxz of the factory shall be certified in
accordance with ISO 9001: 2008.
3} For all control valve and strainers, the factory assembly shall include the
complete main valve, strainer, pilot val�ve(s), and all associated accessories
and control equipment.
6 4} During factory assembly the control �valve and strainer manufacture shall
7 nnake all necessary adjustments and correct any defects.
8 b. Nameplates
9 1} Each Cantrol Vaive and associated pitot(s) shaIl be pravided with an
10 identifying nameplate.
I 1 2} Nameplates, depending on type and size of control valve, shaIl be mounted
12 in ihe most practical position possible, typically on the inlet side of the
13 �alve body.
14 3} Nameplat�s shall be brass az�d a minimum af 3/32" thick, 3/�" high and 2-
15 3/4" long.
16 4} Pertineni control valve data shal� be etc�ed or stamped into the nameplate.
17 Data shaIl include control valve Catalog nu�her, function, size, material,
18 pressure rating, end-connection detaiis, type of pilot contro3s used and
19 control adjustznent range.
20 c. Factory Testing
21 1} Each cantral �alve and strainer shall be factory tes�ed.
22 2} The Q�xality Management System of ihe factory shall be certified in
23 accordance with ISO 9001: 2008
24 3} Tests shall conforxn to approved test procedures.
25 4) The standard factory tests shail include a valve body aa�d co�ver leakage iest,
2G strainer body and eovez' lealcage test, val�e seat lealcage test and a valve
2'1 stro�Ce iest. Control valve, pilot valves and strainer, in the partially open
28 position, with both ends closed o�with blind flas�ges {valves) and pipe
29 plugs (pilots), shail be subject to an air test. The applied air pressure shall
30 be 90 psi minimum. Aii air pressure tests shall be applied for a minimunn
31 of 15 minutes. No visible leakage is perinitted through the valve seat, the
32 pressure boundary walls of the valve body, valve cover, strainer body,
33 s�rainer cover, pilofi body, pilot cover or the body-cover joint.
34 5) Control val�e rnaz�ufacturer shall, upon request, offer additional testing,
35 such as high-�ressure hydrosiatic testing, positi�e material inspection
36 testing, �errite testing, liquid penetration inspection testing, magnetic
37 particle examination testing and radiographic examinatian testing.
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3. Manufacturers
a. Pressure Reducing Valv�
1) CLA-VAL Company Modei No. 90-01 BPMSKCKD H KX
b. Pressure S�astaining Va�ve
1) CLA-VAL Coznpany Model No. SQ-OlBPKCKD H KX
c. Substituiian request for manufacturers ar models not indicated above wi�l be
processed in accordance with Section a1 25 00.
4. Performance
a. Pressure Class
1) Valve shall be adjustable froin 4 io 250 psi
b. Temparature Rating
1) -�40 to +180 degrees F.
CITY Ok' FORT WORTH
WS2 to WS3 Pressure Plane Tc-ansfer
CiEy Project No. 014b8
40OS67-7
PILBSSURE REDUCING AND SUSTAINING VAI.VES
Page 7 af 13
5. Operation
a. Standard PRV Operation
1) The pressure reducing contral valve shall automatically ihrottle ta reduce
higher incoming pressure and maintain a�i accurate and constant lower
downstream pressure regardIess of charaging flow rate and/or inlet pressure.
If downstream pressure �ncreases above the pilot spring setting, the vaIve
shall close. The pressure reducing control valve sizes and pressure settings
shaIl be as indicated in Table i.
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Table 1: Standard PRV Settin Summa
Line PRV PRV Locatior� PRV C/L Inlet Pressure Outlet Pressure FIow Meter
Name Size Intersection E�evation feet Ran e si Ran e si
Water � a��nch Renzel Blvd and '730 86 to 106 63 ta 68 Magnetic
Line C Cam Bowie W Bl�d
Water S Cherry Ln and F1ow Meter in
Line ,� 6-inch Doreen Ave �21 90 to I 10 67 to 72 accordance
Water S Cherry Ln and wiih Section
Line K 6-inch Doreen Ave 779 65 to 85 42 to 47 40 71 13
b. Modified �RV �peratzon
1) The pressut-e reducing control valve shall mai�tain a minimum outlet
pressure by relieving pressure drops downstream ofthe valve. Valve will
remain closed until the pressure downstream af the valve decreases below a
pre-determined set point. Valve will be fast opening and moc�ulate fo
maintain the downstream pressure to a minimum pre-determined set point.
If downstream pressure increases above the pilot spring setting, the valve
shall close. Valve will be sl�w elosing to prevent surges. The pressure
reducing control valve sizes and pressure settings shall be as indicated in
Tabie �.
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Table �: Modified PRV Settin Summa
PRV C/L Minimum
Line PRV PRV Location Inlet Pressure
Elevation Outlet Pressure Flow Meter
Name Size (�ntersection) fe�� Ra��ge (psi) si
Insertion Type
Water in accordance
Line H 6-inch Ruby PI and .Toyce Dr 741 58 to 63 40 With this
Section
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a PSV Operatian
1) The pressur� sustaining control valve sha�l maintain a coilstant upstream
pressure by bypassing or relieving excess pressure and sha11 mainiain close
pressure limits without causing surges. Valve will reinain closed until the
upstream pressure exceeds a pre-determined sefi poinfi. Valve will be fast
apening and modulate to limit the upstream pressure to a pre-determined
set point. If upstream pressure decreases belaw the pilot sprFng setting, the
valv� shalI close. VaIve will be slow closing to prevent surges. The
pressure sustair�ing control valve sizes and pressure settings shall be as
indicated in Table 3.
CITY aF FORT WORTH
'UV52 to WS3 Pressure Plane Transfer
Ciry ProjectNo. 014G8
40Q567-8
PItESSURE 1ZE97UC1NG AND SUSTAITTING VALVES
Page S of 13
Table 3: PSV Settin S�mma
Maa�imum
Line PSV PRV Location FRV C/L Outlei Pressure
Name Size (Intersection) Elevatioii (feet) Inlet Psessure �p��} Flow Me�ez'
Insertion Type
Water 10-inch � Cherry Ln and ��� �2 39 in accordance
Line B Elizabeth Ln vvith this
Section
2
3 6. Materials
4 a. Body and Cover— Ductile Iroza in accordance with ASTM A536.
5 b. Main Valve Tri�n — Stainless �teel in accardance with AISI 31bL.
6 c. Valve Stem -- AISI 303 Stainless Steel KD Dura-Kleen rified stem.
7 d. Disc Retainer — Cast Iran {if applicable}
8 e. Diaphragm Washer — Cast Iron (if applicable}
9 £ Seat — Stainless Steel
10 g. Nut and Spring— Stainless Steel
11 h. SeaI Disc — Buna-N Rubber
12 i. Diaphragm — Nylon Reinforced Bu�aa-N Rubber
13 j. In�ernal Trim Parts — Stainless Steel
14 k. End Detail — Class 15� Flanged Ends in accordance with ANSI/ASME B16.
15 1. Any �ther Wetted Metallic Parts — Stainless Steel
16 m. Coating
17 1} Fusion bonded epoxy coating (interiar and exterior) in accordance with
] 8 AW WA C 116.
19 2} ANSI/NSF 61 Approved.
20 B. Pilot Control Systena
21 1. General
22 a. Pressure Reducing Valve
23 1) The pressure reducing pi�ot control shall he a direct-acting, adjustable,
24 spring-loaded, normaEly open, diaphragm valve designed to permit flow
25 when controlled pressure is less than the spring setting. The pilot control is
26 held apen by ihe force of the compression on the spring above �he
27 diaphragm and it closes when the delivery pressure acting o� the underside
28 of Y�e diaphragm exceeds the spring setting. T�e pilot canirol system shall
29 include a strainer and a fixed ori�ce closing speed. No variable orifices
30 shall be per�nitied. The pilot system shall include aa�. openiz�g speed control
31 on all valves sizes 3" and srnaller as standat•d equipment. The pilot controI
32 shall have a second downstream sensing part which can be utilized to
33 install a pressut'e gauge. A full range of spring settings s1�a11 be a�ailable in
34 ranges of 0 to 400 psi. Pilot shall comply wi� NSF/ANSI 61 and certified
35 lead free to NSF/ANSI 372 as a safe drinking water systezn coraapo�e�at.
GJTY OF FQRT WORTH W52 to WS3 Pressure Plane Transfer
City Project No. 01468
400567-9
PTtBSSlJRE 12�T7TJCING AN17 SCJST'AINTNG VALVES
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2} The pilot control systam s�all inc�ude a pi�ot strax�er and a�xed ori�ce
closing speed. No variable orifices shall be permitted. The pilot system
shall i�cIude an opening speed control on aIl valves sizes 3" and smaller as
standard equipment. A fir�l range of spri�zg settings shall be available i�n
ranges of 0 to 400 psi. Pilot to be manufactt�red by control valve
manufacturer.
Pressare Sustaining Valve
�) The pressure sustaining pilot shaIl be a direct-acting, adjustable, spring-
loaded, diapl�ragm valve designed to permit flow when controlling pressure
exceeds the adjustable spring setting. The press�re re�ief pilot control is
normally he�d closed by the force oithe compression in the spring above
#he diaphragm and it opens when the pressure acting on tiie underside of the
diaphragm exce�ds the spring setting. The pilot control system shali
include a strainer and an adjustable closi�ag speed. The pilot control sys�etza
shall incIude ali required conirol accessories, equipment, control tubing and
fittings. Pressure re�ie�pilot conirol sez�sing shal� be upstreaxn ofthe pilot
system strainer so accurate control may be maintained if the strainer is
partially blocked. A fiill range of sprii�g settings shall be available in
ranges from 0-400 psi. Pi1ot to be manufactured by control valve
manufacture.
2. Material
a. Body and Cover— Cast Bronze in accordance with ASTM B62
b. PiIot Trim — Brass and AISI 303 Stainless Steel
c. Rubber — Buna N
d. Connections — F`NPT
�. Control Tuhing — Stainl�ss Steel
f. Control Fittings — StainIess 5teel
3. Performance
a. Pressure Rating
1) 400psi M�
b. Temperat�-e Range
1) -40 to -+-180 degrees F
C. H-Style Strainer
1. Body and Cover
a. The body shall have a compact H-Style patt�ni with inicmal locating ribs for
locating strainer mesh screen and support frame perpendicu�ar to the flaw
direction. The strainer shall have a flow area equal to or greater than 150
percent of the inlet flaw area of the strainer. A rectangular cover shal� be
provided with a stainless-steel air elimination valve: The strainer cover seal
shall be Buna-N O-ring. Strainer body shall �ave tw� blovv-off drain poirts,
with pipe plugs Iocated perpendieular to the flow, ane on each side of the
strainer body.
2. End Conn�ctiax�s
a. Class lSp flanged in accardance with AN��/ASME B16.S
3. Support Fra�ne
CITY OF FORT WOFiTH
WS2 to WS3 Pressure Plana Transfer
City Project No. 01468
�o as 6� - io
PRESSURE REDUCINCr AND SItSTAINII�IG VALVES
Page I O of 13
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a. A removable, mesh-support frame shall be located behind the strainer mesh
screen to support ii during normal flow use and constructed of same material as
strainer body. The mesh-support frame sha11 haue safF'�cientily �arge apenings to
allow full flow without defortnation o�the strainer mesh screen. Strainer mesh
screen and support frame shall be installed from tY�e top into the internal
Iocating ribs o�the strainer body, perpendicular to the flow, �o minimize
pressure drop.
Mesh Screen
a. The strainer mesh screen s�aIl �ave contoured arch design to withstand flowing
pressure distortians. Screen shall have a 1� mesh (2000 Micran} screen element
with 0.078-inch openings. Optional mesl� size elemenis shall be available. All
strainer mesh screen elenaez�ts shall be constnxcted of 31b SS and be oi
rectanguIar-trapezoidal shape wit� a one�piece 316 S� reinfarcement edge
cover�ng and securely fastened to t�e entire screen. Al1 necessary inspection
and/or cleaning of the strainer screen shall be possibie by removing the top
cover only; without removing the H-style Strainer from the pipeline. Screen
shall also be capable of being cleaned with the caver attached by reverse fluid
flowing thru the strainer to atmosphere through one af the two provzded blow�
off drain plug ports.
5. Accessorie,�
a. The H-style Sirainer can be equipped with optional battery-powered
pragrammablc flushing valve (Cla-Val Model 136-AM ar Model 139-10)
aIlovving far automatic aleaning operation. Consult factory for details.
6. Material
a. Body and Cover— Ductile Iron in accordance with A5T`M A53G.
b. Support Frame — Ductile Iron in accardance with ASTM A536.
c. Strainer -- AISI 316 Stainless �teel
d. Strainer Mesh — l Q mesh /2,000 micron I Opening 0.07$-inch
e. Co�er Fasteners — Stainless �teel
fi: Drain Blow-Off Plug — Brass
g. Seal — Buna�N Rubber
h. Any Oti�er Wetted Metallic Parts — Stainless SteeI
i. Coating
1) Fusion bonded epoxy coating {interior and e�tez'ior} in accordance with
AWWA C11b.
2) AN�TINS� 61 Approved_
7. Perfarmance
a. Pressure Rating
]) 250psi Maac
b. Temperat�re Range
1) -40 io +175 degrees k'
D. Electronic �low Meter (Insertion Type) with Integrai Touch Scre�n Display
1. General
a. The electronic flow meter shall be designed �o be installed in the inlet tapping
of either side of a Cla-Val Autamatic Control Valve to provide accurate flow
zaaeasurement data without the need ta install a separate meter.
CNT�I •Z�7�.�]tall\�dl�l:�r:i
WS2 to WS3 �'ress�re Plane Transfer
City 1'raject No. 014b$
aoos6�-zi
PI2.ESSUItE REDUC1i�IG AND SUSTAINING VALVES
Page l I of 13
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f.
Flow shall be measured by the electronic fiow meter using the vortex shedding
methodology. FIow �neter shall employ a bluff body within the measurement
cyIinder that causes vortices to be generated. The vortices shaIl be, in turri,
counted by an internal piezoelectric sensor that communicates with ihe integral
iouch screen display circuit board lacaied in the meter head.
The electronic flow meter configuration shalI incIude a threaded swive� insert
wifh measurement cylinder, fittings and electronics housing fahricated from
stainless steel and shaIl ha�e no inoving parts.
The electronic �iow meter signal interface shall be 4-2D mA loop povvez'ed and
capab�e of comrzlunicatix�g vvith SCADA, a remate mounted display or other
commu�ication devices. The flow data signal shali he converted to 4-20mA,
pulse, depending on the application.
The electronic ,flow meters power requirernent shall be 12-24VDC, 0.7 watts
minimum. It shall he capable of connecting with most commercially available
data loggers.
The electronic flow meter shaIl be CE Certified.
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�. Material
a. Swivel It�sert— Staizzless Steei
b. Measurement Cylinder and B1uffBody — Teflon Coated Stainless Steel
c. Housing and Caver EncIosure — StainIess Steel
d. E�vironmental - IP-68 submersible 2 meters for 48 ho�zrs
e. Locking Collar — Stainiess Sfieel
f O-Ring Seal — Buna-N Rubber
g. Vortex Sensor — Plastic
h. Insertion Tool --- Stainless Steel
i. Circuit Boaz'd — E�ectrical Grade Fiberglass Laminate
j. Cable — 30 %et, mulfi-conductor, braided screen, abrasive z'esistant and black
PVC jacketed
3. Perfarmance
a. Pressure Aating — Same as Conirol Valve
b. F1uid Temperature Range
1} -15 to f 175 degrees �'
c. Ambient Temperature
1) -20 to I40 degrees F
2) 0.5 ftls io 20 ftJs
Manufaciurers
a. CLA-VAL Coinpany ModeI No. X144D e-Flow Meter
b. Substitution request for manufacturers or models not indicated above will be
processed in accordance with Section Ol 25 OQ.
El ectrical .
a. Power Req�airement — 12-24V DC, 1.0 Watts Minimum -- Screen Ma�
Brightness
b. Display Type — TFT LCD, Touch Screen, 128x160 (Moisture Proof}
c. �utputs -- 4-20ma / PuIse
d. User Interface — ICON Graphical TFT w/ Touch Screen
e. User Configuration -- via Display Touch Screen
f. Operating Syste�aa — ASNSI C/RTOS — Processor ARM Cortex M3
Marzufacture
CITY OF FORT WORTH
WS2 to W53 Pressure Plane Transfer
City Project �]o. 01468
4�OSb7-12
PRESSURE REDUCING ANI3 SUSTAIN�IG VALVES
Page 12 of 13
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a. Factory Assembly and Testing
I) Each Electronic �'low Meter shall be manufactured by the control val�e
manufacturer.
2) The Quality Management System af the factory shal� be certifed in
accardance witl� I�O 90Q1: 200$.
3) Each Electronic Flow Meter shall be fac�ory assembled and tested.
4) The Electronic Flow Meter shall have been subjected to pe�£or�x�aa�ce
testing by a� least one independent lahoratory. The Iaboratory test results
shall illusirate ihat flow data measured by the flow r�aeter is accurate to
r�ith�in +/- Z°/a o� full scale.
b. Name P�ates
1) Each Elactronic Flow Meter shall be pro�vided �ith an identifying
narneplate.
c. �actory �ettings and Field Adjustment
1) Factory settings shaI] be adjusiab3e in the field without ramoval of the
electronic flow ineter or the valve from the pipeline.
2) The EIectronic Flow Meter's Analog Range (4-20mA Scaling) shall be set
at the factary, for the proper valve size, prior �o shipping. Operational Flow
Range is from O.Sft/s ta 2Qf't/s.
3) The Electronic Flow Meter shall be programmable and �eId adjustable to
c�a�ge all parametar settings, by uiilizing the integral touch screen display.
E. Electromagnetic Fiow Meters
1. Tn accordance with Section 40 71 13.
24 F. Other Materials
25 l. Cast-in-Place Concrete Vault — In accardance with Section 33 OS 16
2b 2. Gate Val�es — In accordance with Section 33 12 2Q
27 3. Ductile Iron Pipe — In accordance with 5ection 33 i 1 10
28 4. Ductile Iron Fittings — In accordance with Section 33 11 11
29 5. Hatch -- In accordance wiih Section 33 OS 16
30 6. Hi�ged Lid — In accorc�.ance with Section 33 OS 13
31 7. Nuts, Bolts, and Gaske�s — In accordance with Section 33 1 I OS
32 G. Electrical Components
33 l. In accordance with Division 26
34 2.3 ACCESSORIES [NOT USED]
35 2.4 SOURCE QUALITY CONTROL [NOT USED]
36 PART � � EXECLJTION
37 3.1 INSTALLERS [NOT USED]
3 S 3.2 EXANIYN�ATYON
39 A. Evaluation and Assessment
40 1. Verify lines and grades are in accordance ta the Drawings.
CI'f'Y OF FORT WORTH • WS2 to WS3 Pressure Plane Transfer
City Project Na. fl 1468
40 05 67- 13
PRESSURE REDUCING AND SUSTAINING VALVES
Page 13 of 13
1 3.3 PREPARATYON [NOT USED]
2 3.4 INSTALLATYON
3 A. Install PRVs, PSVs, and eiectronic / electromagnetic flow meters in accardance with
4 manufact�zrer's recommendatio�zs.
5 B. Install concrete water vault in accordance with Section 33 OS 16.
6 C. Pipe Penetrations
7 1. Conforn� to Section 03 80 00.
8 3.5 REPAIR / RESTORATION [NOT USED]
9 3.6 RE-IN�TALLATION [NOT USED]
i 0 3.7 FIELD QUALITY CONTROL
11 A. Fie�d Testing
12 1. A manufacturer's representative for the PRVs, PSVs, and flow meters shall be
13 made available by the equipznent supplier �or start-up service, inspection, and
14 necessary ac�justments.
15 3.8 SYSTEM STARTUP [N�T USED1
16 3.9 ADJUSTING [NOT USED]
17 3.10 CLEANING jNOT USED]
18 3.11 CLOSEOUT ACTYVTTYE� [NOT USED]
19 3.12, PROTECTION [NOT USED]
20 3.13 MAINTENANCE [NOT USED]
21 3.14 ATTACA1Vl�NTS [NOT USED]
22
END OF SECT�ON
CITY OF FORT WORTH WS2 to W53 Pressure Plane Transfer
Ciiy 1'roject No. D i468
40 71 13 - 1
ELECTRONJAGt*IET[C FLOW METERS
Page i af 3
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4 1.i SUMMARY
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SECTION 40 '�1 13
ELECTROMAGNETIC FLOW METERS
A. Section Incluaes:
1. Electromag�etic FIow Meters
B. Deviaiions fram this City of Fort Worth �tandard Specification
L THIS IS NOT A FORT WORTH STANDARD SPECIFYCATYON
C. Related Specification Sections incIude, but are not necessaxily limited �o:
1. Division 0— Bidding Requ�rerr�ents, Contract Fortns, and Condztioz�s of the
Contracti
2. Division 1— General Requirements
3. Section 40 05 67 -- Pressure Reducing and Sustaining Valves and Vaults
1.� PRICE A1VD PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Work associated with this �tenn� is considered subsxdiary to the various Pressure
i7 Reducing and Sustaining Valves and Vault bid item. No separate payment will i�e
18 allowed for this item.
19 1.3 REFERENCES [NOT USED]
24 I.4 ADMIlVi�TRATIVE REQTTiREMENTS [NOT USED�
21 1.5 SiTSNIITTALS
22 A. All submittals shali be in accordance with Section 01 33 00.
23 B. All submittals shall be approved by the City prior to deIivery.
24 1.G ACTION SUBNIITTALS/INI'ORMATIONAL �UBNIITTALS
25 A. Froducf Data
26 1. EI�ctronic Flow Meter {Insertion Type}
27 1.'� CLO�EOUT SUBNIITTALS
28
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e�r�
A. Operation and Maintenance Data
1.8 MAYNTENANCE MATERIA,L SUBNIITTAL�
A. Spare Parts {if applicable)
�.9 QUALITY ASSUItANCE
A. Unit Kesponsibility Coorclination
CITY OF FORT WORTH
W52 to W53 Pressure Plane Transfer
� Ciry Project No. 01468
40 71 13 - 2
ELECTROMAGNETIC PLOW METERS
Pxge 2 of 3
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1. The Contractor shall cause all equipment spacified under this section to be
furnis�ed by the valve manufacturer who shall be responsible %r the adequacy and
compatibility of all unit components including but not limited �o the �alve, strainer,
integral flow meter (if applicable), and pilot control system and appurtenances. Any
component of each complete unit noi provided by valve manufacturer s�all be
designed, fabz'icated, tested, and insialled by £actory-authorized representati�es
experienced in the design and manufacture of the equip�ae�t. This z'equirement,
l�orvever, s1aaI] not be constr�.ed as relieving the Contractor of the overall
responsibility for this portion of �he work.
1.10 DELIVERY, STORAG�, AND HANDLIlVG
11 A. AII parts shall be properly protected so that no damage or deterioration wiIl occur
12 during a prolonged delay fram the time of ship,t�aent until installatian is cornpleted and
13 the units asad equipment are ready for operation.
14 B. AIl equipment a�d pa�s zxaust be praperly protected against any damage during a
15 prolonged periad at the site.
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C. Finished iron or steel surfaces not painted shall be properly praiected to preven� rust
and corrasion.
D. �to,rage a.nd Protection: Take special care to prevent plastic and similar brittle i�ems
from being directly exposed to the sun, ar exposed to extremes in temperature,
preventing any deforrnation.
21 1.11 FIELD �SYTE] CONDITIONS [NOT USED]
22 1.1� WARRANTY
23 A. Manufacturer Warranty
24 1. Manufacturex''s vva.rraniy shall be in accordar�ce with Division 1.
25 PART 2 - PRQDUCTS
26 2.1 C�TY-F[TRNiSHED PRODUCTS [NOT USED]
27 �.�. EQUiPMENT, PRODUCT TYPES, MA.TERiAi.S
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A. Electronaagz�etic Flow Meter and Transmitter
1. Manufacturers
a. Flow Meter
1} Siemens Sensor SITRANS F M MAG 5100 W 7MEb580-4HJ14-2JA2 {6")
2} �iernens Sensor SITR.ANS F M MAG 5100 W 7ME65$0-4VJ14-2JA2
(10")
b. Remote Wall Mount Transmitter Kit
1} Siemens AN FDK:085U1053
c. Submersion Kit
1} �iemens PN FDK:085U0220
d. Cable Kit
1} Siemens PN ASE02296464
CITi' OF FORT WORTH
WS210 WS3 Pressure Plane Transfer
City Projecf I�io. 01468
40 71 13 - 3
ELECTROMAGNETIC FLOW METERS
Page 3 of 3
� e. Substitution request for manufact�rers or models not indicated above will be
2 processed in accordance with Section O1 25 00.
3 B. Electrical Components
4 1. Iri accordance with Division 26
5 2,.3 ACCESSORIES [NOT USED]
b Z.4 SOURCE QUALITY CONTROL [NOT USED]
7 PART 3 � EXECUTION
8 3.1 IN�TALLERS [NOT USED]
9 3.2 EXAlVIINATION
10 A. Evaluation and Assessment
11 1. Verify lines and grades axe in accordance to th� Drawings.
12 3.3 PREPARATION [NOT USED]
13 3.4 INSTALLATION
14 A. InstaIl electramagnetic flow meters and transmitters in accorda�ice with Division 26 and
15 manufacturer's recoinmendations.
16 3.� REPArR / RESTORATION [NOT USED]
17 3.6 RE�INSTALLATION [NOT U�ED]
] 8 3.7 FIELD QUALITY CONTROL
19 A. Field Testing
ZO 1. A manufacturer's representative for the electramagnetic flow �eters shaIt I�e naade
21 available by the equipnaent supplier for stari�up service, inspection, and necessary
22 ad�ustments.
23 3.8 �YSTEM STARTUP [NOT USED]
24 3.9 ADJU�TING [NOT USED�
25 3.10 CLEAN�NG [N�T USED]
26 3.11 CLOSEOUT ACTIVITIES [NOT USED]
27 3.1� PROTECT�ON [NUT USED]
28 3.13 MAINTENANCE [NOT USED]
29 3.1� ATTACHMENTS [NOT USED]
30
END OF SECTION
CITY OF FORT WORTH W52 to WS3 Pressure Plane TransFer
City Project No. 01468
APPENDIX
GC-4.01 Availability of Lands
GC-4.Q2 Subsurface and Physical Canditians
GC-6.06.D Minority and Wamen Owned Business E�aterprise Conaplzance
GC-6.07 Wage Rates
GC-6.09 Pe:r�aits anc� Utilities
GR-01 60 OQ Product Requirements
CITY OF FbRT WORTH W52 to W53 Pressure Plane Transfer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project I�Io. 01468
12evised July 1, 2011
����o�� .f�V�ll��l�ll�ll� �� ���IlQ�S
7['I�IS IP�GE ]L]EF7C ][�!('�'`EIV�T�01`i�A�I�� �]LAI��
CITY OF FORT WORTT-I WS2 ta C�VS3 Pressure Plane Transfer
STANDARD CONSTRUCTION SPECIFICATIOtV DOC[J�vIENTS City Project No. 01468
Revised July I, 2011
■ uya. y vE ��
�220�f��S40 71�t3l2020 77:03 AM PGS 12 Fee: �63.00 Submitiar. ��C �Ft��OI�D[f�G �I�UiIONS
Ele�tron�cally Recorded by TarrantCnunfy Clerk in Officiai Public Records �,�, �Q ��jf�
���e.._�
�lary Lauise Nieholson
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rec�ipt ��� s�f��i�ncy vf which i� F�et�eby ack�owl�dg�.
Permere��rtw�l8r r�C,7ity Fasem�,t
Rev. �4180�89
� uya. 6 vr �6
P�QPFRTY: ��lN� rn�� par��ul�.rly c��s��ibed i� fih� ���h�d �i�iffi "�„ �� s'�".
Grantvr, ��r ih� [�o��ider��n pa9� to Gr�r�or and c�th�r� go€�c� and v�luabl� �n��de�ation,
h�reby gr�n4s� sel�s, a�d ��r��r�ys #a Gr�ntee, iis s�cc�ssa� a�d ��slc�ns, �n �xc��ive,
p�rp�tuaf �as�rnent �or#h� eons�ructi�n, op�ratEon, m�E�enance. eepl�cerr�er�t, u�r��ria, �nd
r�p�ir of a���m�r��nt 1dV��er P��in Facili�, h�reafter w�f�rr�d tc� �� "�a�!"�'. �t�ra �aeillty
i��fu�es �!� i�cic#�r��� ur���rgrtaund and above�roun� �tt�chmen#�, �quiprrt�:� and
a�pur�r��nc�s, �nc[udi�i�* bui not [irnit�d t� m�nha�esE m�nhal� v�r�#�, I�ter�l lin� �nr��cfifons,
vahr�s, pip�fi�r��, ��t�:r m�tar�, jur���on E�oxes In, u�on, under �nd a�ra�.s a po�tian �f �he
�as���t�t Pr�perky a�d mt�re fuily d��creb�d in F�€f�ibits "A" at�� "B" at�ached h�retn ar�d
incor�ror�t� f��re�n #vr all p�rilrten� purpose�s, t�geth�r v,r1�F� t�� tig�t and p�ivileg� �� �ny �nd
�[i �fines tx� e�t�r ��s�rrte�� P�p�r�y, or an� part 1�t�r�f, for flte pu��,�� �f oor��c4ing,
c��eeatln�, r��in#�ini�t�, r�placir�g, uPgr�dfng, �nc[ repairin� said ��cili#y-
fn n� event �ha�l ���n4or ��� u�� tF�� �serr��nt �r�p��y in any �rr�nne� whicf� inter�e� in �ny
rnatsrial wa� or is ie�c:�nststent �nrit�. �he ri�h'ts �rartt�c� her�under, or (I!� e�t �r pe�nit t� b�
�r���d �+ii�tn th� �a��mv�� �rope�y � p�rrrrt�r►ent siruCbur� ttr ��ildCng, includirt�, I�ut not
[�mited t�� m�n�m�r�4 sign, pc�t� sign, �i[I�rd, F�r€dc or mast��try f�nc� ar wall� ar �t�er
sfina�ur�s that requir� a l��rildfng p�r�i�. H�w�verr E�r�ntor sFta[i b� p�r€r�i#t�d to i�st�ll and
m�intaitt ��ar��r�e, �sphalt or c�r2�vel �#��w�y: rr��d �r na�kit3� I�� actc��c tF�? �a�s�r±e�ad
Rr�p�rty_ �rant�� sh�ll b8 c�6�ig�t�d #c� r��io� fi.�e surfac� c�f th� Eas�r�,�n� Pmperty �4
�r�a�tee'� s��e c�st �nd �xpens�, induc�ing th� ��tnr�tion �f �ny s�dew��k�r d��e��ray�s, �,r
�imflar surf��� impravem�nts lo�ated �pcx� �r adjacer�t te 4�e �as�rnent Pro��rEy �rhich may
h�v� be�n remov�d, rdloc�ted, �It�r�d, damaged, �' des(royed �s a resuFi �f ih� Grantee's
u�� af th� Easemenf Property g��4�d her�eund��. Pr+��rided, haw�v�, th� �rar�e� s�all n�t
Ja� abli�a#�d to re.�fic�r� ar r�pl�(�e i�eig�t�on sysk�m� er ath�r Imp€a��r�ent� ���all�d i� ►rlolation
af the prc►vi�ians and intended'us� of this ���rnen� ��a�rty.
Ur�der �f�apter 2.'f , SU bch�p#�r �c r�f t�� g�x�s Prop�r�y �de, a� amended, the Grantvr cr� #E�e
�r�ntr��'� heirs, �uc�sso�, �r asslgr�s rn�y f� �nf]ti�d befio�r ��1 Q� �nni���ry crFtfie date
vf �is �t:r�uisf�c�n t� r�purchase �r r+�uest cer�i� in��rrn�i�on ab�rat th� us� a�td any ��uaf
pragr�s� m�de #�o�naard the u�� f�r �,rhich tF�� ��,s�ment �ea��r�€ uras ��q�i��d thm��F� ��nine�t
dv�n�in, �nd the repur�tase ��ic� vuiil b� 4�� prlae the �ra�t#e� �a� �r�ntor in th�is eoqui�E�on.
�� �IA1#� ,�I�CI T� �IL7�p #[�� �L�ove�d�;scrib�d ��s�ment �e����'iy, ta�e�h�� with �II and
singul�P the rigftt ��r�d ��r�u�enan�� i�eret� itt a�yavay ��Tongirt� �nto �rant��, and
Gr�r�e�'s suo��s��rs aCtd a�igns farever, antl �r�ntor d� ��e�by bit��i i�tf �nr� f�s
suvc���r ar�r� �ss���ts f�o warr�r�t and fc��ver de��nd all �nd sit�g�lar tFt� ��s�men� �roparty
t�� C�r�ni��, i� s�cC�ssvr atnd ��si�n�, a�ainst �v�r� �erson �F�orn�ev�t' l�uliy el�imirt�
�r ta cfa�it� tEte sa��i ar �r1}� �rt th�t�e�
Y�is dacurnent m�y b� exe�t�ed '[n mt�fti�fe c.c�u���a��s, eac� af �hich w�ll be de�e�rr�d �n
origin��, but wh��h tog�fF��r �11 cr�nstituf� �ne it7�krurrre�t. Wh�n the cvni�c4 s�qt�ires, �iflgul�r
nt�un� �r�d pron�uns inelu�� ti�� ��ural.
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� Notar� �'u�iic f� a�d f�r the St�#� �f Texas, or� th� day p���nalf}� ap��r�ed �hervl A
��sif�s. �o-�r�astge #vr G.� A�lasites i�merr#ary i�.ist �Cn+�wn t� m� to be th� ��rn� p�rs�n
whvse n�m� i� �����rib�d to tF►e f�ragvlr�g instrumen�, and a��rn��dg�d ta rrye #M�.t �� ��rri�
�v�s �e �� �f ��ervt � Masi��s an� that F�e�#she e�c�cuted �he sam� �s the act af s�id er�titv
fat� #�1� �a�1�S�S aftd �Allsid��at��� ihere�fl e�c�r�ss�d �t1d i� tl1� C�p�City �Fl�1�i31 S��d.
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�1�sit�s. �o-"frus�ae f�r �.�. A11a�i�s Te�4�m�nt�Py �ru�� knowr� ta r�e fio be �he s�rrr� p�rso�
whvs� ��me iS �ubscri��d �o �he faregt��ng �nstr�.�mer�t, and �GEtntaw[et��ed t� m� fiha# #F�e �m�
w�� t�te at� �€ �r�'� �,, Wl�si#es �r�d th�t heJs� �x���d the S�me �s th� a� �fi s�id enti,i,�
�oP th� �urpr�s�s �r�d Ct�nsiderti�n #herai� expr�ssed attd i� ih� a8�pacity th�r��r� sii�i�d.
�[V��I �'N��� I�IY F[AI�� �1ND SEAL �� C?��lC� tnis � r�a�€ af
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� N�iary Public in �nd f�r �fie �#at� af ��x�s, on this da�}� }�rSonaE[y appear�d �F�ervl �,
Ms�si� I iv dua�, knovtim #r� r�e t� �� �r�: �ar�� �er�t►n whc�s� n2�m� is s�bscribed t� fh�
��r�g�it�g instrum�nt, �nd a�k�awvledg�� ta m� �ha# th� s�m� ra�s the �ct of �� A� Mosit�
�nd th�t h�lsh� �acecui�d �e same as th� �ct af s��d In�' ,'rv�„d� f�r� �he �r�rpases and
cc���id�r�t�[�n ��r�in expr�ssed and in th� r,�p�c�� th��in �ted.
GIV��6 UND�R [�iY F�AND ,4f+,1D S�Al� Q�" {?FFI�� th3s ,�,Y, d�y pf
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t�sites, lncll�f t��f, �ta}.or�7 t� m� to be th� same �rs�� whvse ��me is �ubscri�ed io #f�e
fnr�g�ir�g irtsfirumerrt, �nd �cL�n�v�f�dc�ed t� �ne that tF�� s�m� was the ack o� DuVtr�ne
Rlit�sEtss and t�at ��fs�t� e�ecuteri th� �arne as ih� ac# ofi said t� iv' ual fvr #�+� purpa�e� �nd
�ansid�rafiio�, therein ex�r�ssed and i�r th� ��pacity fh�r�ir� s#a#�d.
�11f�N U�E��R Ml� MANR �1V� S�AL �F C���tGE this _,_,_ �+� � day af
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L.N9_vSite.s, Individu�l, kn�wr� �� me �o �e t[�e s�rr�� �erson +�vhas� n�m� is �u��ri���l tt� tF��
fo��ing �nsbnam�r�#, �nd acl�no�rujed��d �n rne th�t #h� sam� ��s t�i� �c� of �:�isti� L.
�11o�it� a��! tha� helshe ex�����d the sam� a� fh� a� o# said In�iv�du f�� t�i� purpos�� �nd
���ie��ra�tian therr�i� �x�r�ssed �n� in t�� c�apacify tFi�rein s�d�e€�.
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��[�tary �ublC� �n s�nd �or kh� �t�te of T�x�s� on this day per's�nalfy ap�red L�•Mosf��.
fn�i3rit3uai. �nawn �,v me ta b� the s�m� ��rsan whas� na�rte i� �uE��c�ihed fio the �vregoin�
ins�rument, and ��[cnowle�g�� tv me #ha� th� same �as the act o�' �flri � P�asit�� ar�d that
he�st�e executed ihe �am� as t�� act of sai� ndiv��u fc►r #he pu��c��s and �o�,sider�tlon
ther�in expressed �nd i� ��e �p��[�y tf�er�ir� s�G�[I.
GI1t�N UNQ��t F►�1� i�.�N� AN� ��L OF {�FFIC� thi� � day crF
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�r�i€�eni- �.� PU'lt��i��:s Cvm���v of F�ort Vtif��h. ! NC known tQ me to b� t�te s�me p�rson
whos� �arr�e i� sr�b�crlbed to �h� fcrr�e�aing ir�st�um�nt, ��d �ckno�i�d�ed �c� me that fih� �sme
was th� ac� vf r id�- C�:A Mosites �c�muar� �� �or� V�orth,� IA�� �nd #hat h�fshe
ex�uted #h� same �s th� aet c)f said Enti or the p�rposes �nd cvn��deratton khet�in
ex���ed �nd in �[�e c�p�city �h�rei� siated. �
CI�I�h! Uf��ER MY HAhi�,4t�[� S�AL OF O��IC� #his ��tay of
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th �rr�e persc�n w o�� �ame i su�scrtbed to tF�e far�egoing ir�strt�rner�t, and a€�€r�dwfedg�ai
fc� rrie th�t #h�+ sarn� was fih� �ct of #i�e �ity �f �ort �orth �r�c� f�r�t h�lshe ��cec�afett tfie �me
as th� a�t c�f tE�e �if�y ��t�rt �c�rth f�r �€� �u�ses �n� c�nsider�tion therein expr�s�d and
in tft� cap�cii�r th�r���t stated.
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��i '� �, �l.��� � QF �t���1�V�6� �����
�I�Y �� �pRT° �d�RTI�� T�t�f�i ���[VT�, �'��CA�
��ing � i1.1 fi� acr� (�,��� squar� ��t) trgc� �f I�r�� �itu�#�d i� ths N�y� Covir�g��r�
��rv��, Absir��t i�a. ���, City �� ��� �1fo�, ��r�n4 �aun�y, %xas, and b�in� a
�aa�ti�� �� �a� �i�R, Blc��k � of �c�[dw�ll Ac��, an �d��i�n ta #i�e �i#y �� ��art 1�ar�h,
�`�,rrr��4 �oun�, '��xa�� a� r�cv�cl�t€ in 1lvlurt�� �8�01��, ��ge �� �f fh� F��t ���ar�n1� af
%rran� �vun�y, ��xa�, ��id La� '��F� ��ing c�nr�ey�� �� �illi� �. Mosifie�, irus�� �s
�eca�rded �fl 16�l�me 9-1��7, i�ag� ���� af #h� ���d �e�ards ����rrant �at�nfy, Tex�s,
said 0.'i�r ��r� ��,� �t�u�r� fi�s�j �ract c�f I��d bein� rn�� p�r�i�ulart� d���rib�d b�€
m�te� and ��unds �� ��llows:
��il�ill��l�fi�� �� ��1� in�h ir�� r�t� v�ith cap st�mped °AV'J �'I��" ��r�rtd �r t?�e
nor��+ve� c�rner af ��41--�, �I��c �i cr� sai� ��Idweii �cr� �nd the s��4�+,av�sf c�m�r of
L�fi `i4, �i�c� � �� lndus#ripl�x, �n ��id�ia� '�� ft�e �i�y a� �c�r# �tV��i�, �arra�# �oun'fy,
T�x�s as r�rrd�cl i� �l�lume 3�� �93, Ra�� � of �id �I�� ��cqrrl� �� ��rr�r�t �c�un�y�
��xas, ���� �1� in�h im� �d �ith �p ��mped "A'�! 49 �p b�in� in �h� �s� �i�€� af
�t��i� Dr�u� �� 69�.Oi rig�if-o� v��y�; TFIEN�E Sauih E�� d�gra�s 't� m`rnr�#� �0 ��ct�rtds
.�asi, w�t� �he e�r�s� ti�� �f ���dl Lt�t 1�F�, Blc�cic '1 �n�i v�+ith �h� ��s� fi�� �� �i� �ur�is
�r�w�, � c�is�a�ce of ��C1.�� fe�t #o ���in# f�ar th� sauthwesf �rr��r af said �.�� 't�R,
�[oc,tc � a�d �e nvrti��u��t c�r��r af s�id Lc�i 1�R, �[o�c 4, �Frc�m �rhi�h a�}� in�fl [rvn �or�
wi� �a� .�fiamped uf��1T �'[��R €c�t�n� ��� ��m�r in tf�� west lin� �f ��id �o� 1-R, �i�c� �
kr��r� S�uih 0� de�r�s 1� r�inu��s �1� s�o�nd� �ast, � di�#anc� oi �4�.qQ f��t;
i{�EN�� N�rt�� 8� cf��e� �'i minuie� �� se�;onds ��st, +��th the n�rti� lin� o� said �c�t
'��F�� BI��� � and v�i�l� �he �o€�#h li�� �� s��c� �c�� �-F�, �lack `t, � dist�nc�e of 18�.�� f�et t�
� �roini �r �� �C�l�1i' �� ���[�INI�1�* said p�aint F��ving �rid cvorclir����s of
CV�6,��5=299.13 �r�d �=�,2�1,�8��.��;
'i3�1���� f�o�th �9 �l�gr�� �1 mi�uf� �� sec��€c�� �a�4� �ri#h ��t� �ta.rfi� line �� ��id Lat
1�R, �1�h 4 and wi�h #�� sot�#h �i�� �� ��id I�c�t 1-l�r �t��f€ '1, a c��sia�r�c� ��
. ��.�Q f��t to � p��nt far the �o�fih�ast c�r�er c�f �aid Lvt 'laR, �Ic�c1c 4, th�
��uth���t carn�r �f said L.at '�-R, �I��k 9, f�� nc�rth�e� ��rn�r o� L�� 1���,
�I��[c �4 of �aid �ald�elM A�re� an� �h� sau����t r�m�r �f L�� �-R� ����k �i
of s�id �oldwell ,�►�res;
ii�E��� Sou� �� degre�� '18 �in�tc�s �5 s�n�� ��si, v�#� �h� east li�� c�f ��i� �.vt
�I��. �loci� 4 and �ri�l� #�� r�r�s� ii�e �� s�;�d �o� 93��, � eiistar�s:e �a���.�4 �'��#
�� �. p�it�f fr�r cvrn�r;
�l�x�ibi� "A"j �ag� �1 of �
■ caa�c. v vr � �
�'Hf�idC� Sou� �9 degr��s �1 minufi�� 29 s�c�r�d� 1�t�s�, � di�i�nc� �� �_OU ���f t� �
p4irtfi fi�r �nr��r in th� west line �f � 1�' U#il"�y ��se���� a� ��rcl�d in
�Jofurrrt� 3�8-��.2, ���$ i� o��ait� �l�t �e��ds ����rr�n� ����iy, f��s;
iH�N�� �ou�th 4U d+��r��� '�7 �i�ut�s �i secvnd� �ast, Mrif� �h� w�4 ii�� of s�i� �10'
Utili�y E�s�m�r�i, � dt����� c�� �1 �_�� f��t �v � ��i�� �o� ��n�r;
THE1�C� �a�fit� �� �eg����� �4� minu�� ��- s�c�nds �e��, wi� the vd�� I�ne ofi ��id '� �l'
IJYi[i�t �as�e��nt, a disf�rt� �f 4.�� �et tc� a�in� fo� eo��e�;
TFO�W�� ��u�h �� d�gr�e� 9 � min�rt�� �i ��ca���� '�J�esf, �ui�h �� w�� lin� n� ��id 'f Q'
tJ�il"�ty ����rnent, � d�f�nc� ���.0� f��� 4� � pvin� �r�r c�rn�� ir► t�e n�►�h Jine
�� � ��' �#i�ify €���m�nt �s ��c�r�ded i� ��iume ���R��2, ��.ge �� �fi ��id
�I�� R���rd� v���rr�r�t ���nty, Tex��,
iH�f��� 1�1�r�h �3 ���r�s �0 �ir�ut�s 2� ���ort�� Vlf��t�, �ri�h #h� no�� lin� af saic� �a'
��i�ify €a���m�r�f, � �is�n� �� ��.��' �� �� � ��i�� �ar car��r in fi#�� w�s4
fir�� n� �id �.ot 9��,, Bloc� ��r�d irt t�� ��� I�n� of �id G��ti� ��irre;
ib��l�� No�h I�� de��r� ,��i minu��� 3� see�n�s I�as�, v�iYh th� vv�s� li�e of ��id L�t
'94R, �la�k 4 �nd �v�th th� �sf lin� �f ��id �u�ti� �rive, a di��artc�: o� �.�� f�et
�� ��aint fa� ��� b�gi��ing of � r��n�tang�n� eur�e �a Qh� right ha�mg a�adfu�
of ��3.0� f�f, a cent��l �ngl� �� �2 d�g���s 2C� minu��s �C} s���nds, �nd
� wh�s� ���r� Alortt� 'i � deg�a�� 03 rnin�te� �� �ectar�ds �ast, � �ord di�fiance
of 9.�� �e�4;
'��1���� i�a�fi���st�r�y, +,��� �h� w�s� I�n� of said �c�f 'I-�, ���c�c 4, wikf� ih� e�st lin� af
s�id ��r�i� i�rive, �nd �avi�h ��id n�n fang�nt c�rrre i� th� right, �n �rc ��ngth
of 9,�� fi�et #� a p�ini �r corner,
�'F���1�� ��u�h �� degr��s 2Q minut�s �8 s�c�nds East, � di���r��e �f �37.��' fe�t tc� �
��in� f�r c:arn�r,
TH�f��� N�r�h �p d��r�es '!� minu#e� �7 s�c�nds ���i, a dis#�r�+� �f ��.'1� f��t to a
p�iMt fvr ��r���;
iF��l��� I��rt#� �9� degrees 40 r�i����� �4 s�:cortd� Ea�t, � disians.� �f �.�� �ee� to �
paint ��r c�mer; .
`�[��N�E I�o� �{� d�r��� � 7 minut�� 3'�
th� F'C�[NT' �iF ��G1N�11t�C�, an�
o� I�nd� m�r� �r I�ss.
s�cvnd� l��s� a di�t�nr� o� ���.0� ��t i�
cQnfi�E�i�g 8,�3� �quare f�e� �� 0. � �7 ���s
(�xFtibit "A") ���e � t�f 3
� u�a. Etr vE �rp
�liJ6�.
('�) A�fai af same d�#e h�re�riih �cr�o�np�ni� this le��[ d���ipti��.
(2) Bea€rings an� e�ar�din��� �r� r���r�r�� #c� 1�� T'��c�s �iat� P1��e
�C��r�ir��fe ��s�art�, h������ ���D°��9), iV�rt�t G�nfir�l �an� �420�j, ,��I
�asfia�ces �n� ����.� sE�c�wn �re �urfa�� u�li�ing � surf�c� �djusirn�n4
f��fiar a� 't .C�001 �.
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�220'i&�4941 7l13l202U 11:03 RM �GS 12 Fee_ $63.00 5ubmitter: C�� ����O��ItI�� ����I�IOi��
Efectrc�nically Recorded by Tarrant County Cferk in Officiai Public Records �,� 3�- ����
Mary Louise Nicholson
SUV�STSID� 2 T� W�STSYD� 3
�'�SURE �LA�T� TR�a�dS�R PR��T
.Cl'll�a,.i;tif d�l R.fi 1� �R �dJ
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3111���16�d� M�� Y�IY�6 �✓. 1�'iFd������ H������ C�s MIN�l�V fii�'� �V� �+. �Y1.�i7�Vy b�dc'���€�
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2�0 i�s ��
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��iI�SlDEf�A,TI�N: Ten pollars �$'�Q��j ar�d otl��rr�ood and �lu�ble consid�rat�on, �t� r�ipt
and ��fic��n�r ofi w�l�h i� h�r�by a�kn�wi�ti�ed.
Gr�n#�r, fcrr th� �r�sid�r�tiar� paid �� �rantc�r, �h��by gr�nt. b�r�airt anti ov�v�y untc� �rantee,
it� s�tcc�sors and ���i�n�, th� u� a�n�t pass��� in, ra��r, �nd ���. f��l�w a�nd �lang tl�e
��s�ment Prapet#y si�u�tet� in 7�r��nt Gaurrfy� i�x�, 1ri a��vrd�n� v�ritF� the f�at descr��i�n
h�reta att��heti as Exl�iblfi "�4r, and ir�gr,��s and �gr+�s �ver �rantc�r'� prn�rty to ifi� �as�m�n#
as �hawn on Fachi�i# �8".
I� is furfi�er �gree� �r�d understc�od that Cr�ni�e wfll be p�rmiiked th� use �f ��ld �asem�t
�rvperty fc�r th� �►urpo�� of Ter�{�t�r�ry ��t��tr�u�i�n. Up�n com�let�n of lmprov�t�►��s and
it� at�ept�nr.� by Gra�te�� a11 rig�ts gr�ntc� tnrithi� t�e des�rilaed �emparary �nrtsf���n
�as�m�nt �h�U ����.
���Y ��'RUVKiou Eaqemanc
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T{� H�VE A�� iC� HQ�,� the abc�v� des��ib�ai ��s�mant Progerty, xC���t�te�r witf�, al! �t�d
�irtguTar, fhe �ic�his ant� a�p���nartc�.s ti��reto ir� anyw�.ay b�lor�ging unto Cr�nt��, �nd �ran��e's
s�tCc�,s�rs �nd a�sigr�s urt#il fihe e�rnpt�ti�n a� �rt�i�u�ti�t� an� a�epta�ce by �r�nte�. C�r�ntar
t��ir�b� bind th�mselve�t �t�ir heir�� �u�s��rs, �nd �s�igns, #o +w�mant and t��fi��d, �lf �nd
Sil'1�llI�1, S��d ��SE:tI't�fl� F#ri�0 �F�R�@�, I'� SUCCE:SSCti3 �?7� ��SIr31'1$, ��8fCtSt �V�fjr E70CS0�'1
wh�r��ver lav,�ully c�airnir�� or to �f��m th� s�rt��, �r any p�r� ��reaf.
[ a1�����F��� �'�� �[� `T�iE Ft7�l�C�if��lt� ��i���
T�m�rmy Coasyruenon Etsem��
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EJtt.t}.Ay��it: `i�"I����.1�'l. tllf►.�+ii}iL.7� lJ1JY�d1V�'�ir, lIR€�v��r�ip \i���7�1L `. EMEVV�iG►�+�WRiFJ L�}iS� �f. •
�c�i���, AS J�I� T��fAhfT� �'Ti•� ]tiG�fi� �� �UFtV11€�1�HIP (Aftf Li��ll�DEC� 9!� 1f�i�i���T"�:
�.1�4. �fllli�ll'�$ C�Nn�PJ�P.�Y f}� ��i�i Uk���i�, iF+..l'IC_ ��f� IJM�[�fi�E� 91� I�R�STj, ��H�1�Y'� �.
Mtl aCT�$, qlJ1f�[t�Ptil� �. �i1�SiT�, �F�.lST1E L. i��SlTE& Ai�[3� �..t�Rl [i. �il�$1TE.S; �t'l�71�iJ�EE�
ft�r �ne {�v.�. l�Ci�ITES 'i'�i�EF�i1�Y iRt��i
(,�N i.t�tL�l�iE�� 113 I�t`�t���
C`h .A I��sites
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. C1��r�+1 osi���, O TF� 5'�� f�r th� �-�q, �tiE� T1��T'AAAE�IT�RY Tt�[1�i
C:rist�e L, Mosit�s,
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�z�sti� L It�Lo�i s, CO TREJ�i�� f�r iFte C.�. i���1T�� TES'f�Ilfi�f�il�Y TF�U�T
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��?F(}A� 11� t�t� �tn�tl+er�i}�ned authbrity, g
Noiary P�zbli� i�, aad for the Si�t� �gTex�s, o�x this �y ��sonall�r ap�ear� ��e�l A. �osites, C�,�'%stee
�0I .�7.�. �(�Sli�S �'LatSY12�1� �YOSta �ilO�VII t4 � `�4F �� �3� SStTi� �75�FSQII VS��QS� h�IDB 1S .�IIi�$Cil� '�O �1P
fox'egaiu� in�ent, and sc�tx��rl�ged ip �e thst ti�e saxt�e vs�s t�e act o� G'her�� A�Ir[osites atxd tha�k
heJs�c ��cu#ed �e same �s �,e act ��sai� �.titv �ar #he pu�os�s and co�i�ri�n the�ei.0 cxpressed and
i�t t.�e �ac�.t�r 4h�rem s#ated.
�'sIVEI�T L��R 141 i' k�A,SV� A1�TD ��A�. OF fl��� this � r�a.y nf
� -- -- ���
otary P�rb�c in and fo�e � Si�� of T�as =
�' o l�U�t� �t5��,1 �fl,�
* r�s�r��+�b��e��s
Cbt�b I�� O��A
o� t�*��2��td
T'geeyara+}' C.av�e[tuetim� ��
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��'flRE Iv�s tl�e un�er�i�� �utlioriiy, �
I�iotary Publitc im az�.d £or the �ra�e o�`i'�as, an th�s c]ay p�rsonal.l� a�pear� _�is�e i.. Mosit�,_��stee�
fS� �•A. Nlosit�s T�ientary Trus� Icr�arnm to �te to lse �h� s�zne persoxf w�xos� r�me is suC�sc�b�d ta the
ix�re�oir�g inslxument, ap�ci acknowl�dged to m� #�at the same vvas the act �� C�i��� �,. Ivinsites an� t��t
�els� exe�tod the sans� a� tb�� act a�f �aid � f�cr the p�upos�s auns� ca�side,�aiio� tk�i,c+erre�in �xp�essed an.ti
iz� f,h�: cap�ciiy'��rein stat�ed.
GYV��T U'NDE� �+f'Y' Y�A�V'U ���L �F OF�'I�� #his �`�, c�a�r crf
� �' �_ - - �,,�f
CYt� 1 �.. Iv�asites
� � �
G�ter�l nsit�s, ��ivi�dti�l
�i�T'� QF '����
C[liJ.�I'�'�' t3�' T�iRR�
� �
tar�+ Fublia in aad £o� �e S�at� af T�xas
ihliR� LIS��iF�'l�tJtL�.
� �����
�G�on�, �rus �
o fi1n�ry #ti ��-�
��EC�i�1#�����t�i
��l�U�RE N�, ti�e utrdersigr�ed ��oxity, �
I�tota�y Publia zu sa� far the �tate ��FTexas, o� t�i� day �ex�o�.aaly appeared �Cher�[ A._�osir�s, �c�vidual.
�Ct3own �.m� tn b� tl�� same person wl�os� �ame is subscrib�d- �o t�e fo���in� iustr�tri�nt, and
aci�vv�rled��d tv xne �at th� saim� v�r�� the act af ���t�tl �i. I�Io�it� ax��. �a4 hel�.�e executed 1�� sam� as
the act af said �divid�l for the g�a$es anc� cc�nsideratioz� the�rein exp�sed a�d i�n �e cap�city ther�z�
st�t�d.
4��i T,JN]3�R MY �AN� A�1 ���i. C�F OF.�I� '�„i� ,� day o�
�' � ,��
w �
� tazy Publie iu azy.d �'or ths �i�t� of Texas
r� �.#1L�iiE�141��'7i�ll�+ll�,
'Fs�ow�+co�s�nut��t � � ���dfl�s
y�+r12o1� C�mm. �qalr�„SE�9Qb�
Rpq�y�ID3�7-[? �
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�� ��?]� (,', p�'Ft�s
� �
�il�Ok]IiC �. �tl51fCS, �11C�iVif�t�'i
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��c�� r�, � �t��� ���y� �
N+��ary Pul�lic i�; ar��, fa� the Sta�e af Te�as, csn �.is ��y �er�on,a�,{y aFPea��d��nne C. Ivlosites.
�ndi r' � kn€awa t� � to ��e �aa�e �etson whos� narue i� subscr�zbed ta fh�e fore�oi�g i�s#�xm�nt, �d
�kaa�led��e� �a me �at ��am� w�,s �rie ac� og �hxVonne G. A+I�sites aad t�at he�she �xecu��d �x� �me
as #he act €�f s�i� di� 'vidual ft�r ti�e purgoses and �o��ie�er�ati�n �lxer�iz� �epr�ssed and ��t €h� ca�a�city therein
�#abe�.
GI�N �I��!?ER 1V1� k�AN'� �iND 5�4.L Q� pFFIC� tb�is � day pf
� , �- �
rY�
�z�s�z� �.. Mosftes, Indivic�tal
} r _ � .,
�I78tie Is. 3V�48ft�e8, YndlVir%al
��rar� � r��
G�L�RT'I'i� tlF �`�T
�
a�a,ry Puh�io i�t �.d for the �t��e uf Tex.as
�*�` � � L�t�t� U�B�� A�9�LL�
��° ibt�r� R4.i�, 5#�+a �f7�s�
fbplm. E�,rOr�3�3C�#0?Ail
r+s Fi0t3r�R413�9:}I97-0
�G�n�i���.�a���A���
$�flk� �, th� uz�d�.rsi� �uthority, a
ItTO��jj PI1�►I�C � i�Il� �4P � S`1'2.tC 4�T�C7LA3, OII �iLS ��1�I�A�j� 5�9�8fir(� ' X.. h+ios"� ' ua
Ip€�rn�vFx to z�c to be t�e s�ane �o�. w�c�se naux� is �ub�'b�d to �1x� frr�goi�� �um�nt, �n�
ack�cww��dg�d fi,v m� t]�s.t t�� s�� vv�as the �ct �f �„ �rist�� L.11+Iosit.�s and rhat tteJ�he ex��ttod the a�se as
t1�e �t o� sa��. dividual �ar �b.� puz�vs� and ccrzas,id�'�t�o� t�.�in �xpre�sed and in tbe capacat}� tk�t�i�
s�teci. '
i�I�iN ��VA�R 11�1Y �.A�Zi S�.r�L O� O��iCE this � day of
�, �-_�� � ►
r�mpoaat+,� Cm�etion Earxmrd[
1EULi20i�'
. �
1'ubli� i•n �trd fa� tbue Stat� oiT��s
_. ��I
�l4U�E�11���1�,
-� �������
� �Gi� �
f�a�p#�l��
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�[l�i.�. t , CY1VIi�
� D. �OSi� i'lf�itS€�
���a+����u����i�Y
�i�7� OF i��AS
�Q�iSl�]`Ti�' t?I�"'�°�►RR�'
�i]��(�'� �y �1� IIA��'$1�� �ili�dll�y 8
i'�t?t� pii��C 7.11t ffi#� �OT �4," k�r,'�� 4f 'Y`�XS3s ��1XS ��� �jf 8�� Y.€YlY 1}��`�Tl{�{1VF�11�.
k�uovrn bo ffie to be the ��� ��,rson ��ase na�m.o is �xbscr���. tn the it+�r��bing inst�:n�ut, a�xcl
se�owled�] to me t�tat th� sa�ne was tk� ac# of �� 11+Sosifi�s �aci �?�s�s �atc�i�ad t� saFne as
ihr� �ct of �a�i� �€- "� �i�l for t� p�arpua�s �mid coxisicttrati[� ti�eixz �pre�se� �n� in t�e t�acit�► �fa�rein
�tat.�l. •
C`sI� UI�%�� M� �1� AN.f� ��. QF OF�C�3 tY�is /��4 r3�r nf
�1,
�� �1' _ � r
.��
ota� "�` ;ic in ��or th� �� of Texss
�� [���i �,
C�.� Ivla�iies Cv�a�xy of�c�rt �1'ork�, iN�. � •���+���e o�
� tv-� . �
� � � ���
Ray Garv�, F�esu%t eCx,� M Car�p�n� of Ft�x�t i�o� INC �
A�I�t�1Af L�Lf.t��l�EI�T
STAT� �� T�S � -
C[DL�Z'3t �� ��'r �
BE1�U� 11+i�, #h� urtde�i�a�tl a�t�o�ty, a
N`ot�.y Pu�ic iut �.d �ar �� �ta4e ssf Texa�, Q� t�ti� day p�soru�ly appe�tl. Ray Ga�e°� Fresid�u� �.A.
�� Comgatxv af F�rt 'S7Varth. ��, laxawn ta r�� 'to b� � s�rrne p�oa�, wh� �ne is su�b�`�d
to t� �'dr�C�in� instx�m�n�, �nd acknovrrled�tl �v me i�tat the same� �s the aat o'��nt- [�.� �ct�z�tes
Co�a�av af �a�t Wo�. INC �nd �st h�Js�re �xe��d th� �ar�e a�s �he �ct af ss�,� �,far t� pvap��s
� co�s�c3�cr�fiitrn th��.x �r� a�d in i� capacx�y #'he�eeig stste�.
���i 't�,�ER �' ILA�iU �ND SEAL C?� U�CE �� d�y oi
���;; � � , ,
'C�� Cor�e�il�i �lt
.
tsry Pu -c i� anc� faP t�e �tate �f �exx�ss
� �� ' �
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8y �Signat�rej: t .
��rint N�m �f[� �`.
A�.�'�-
����€�v�� �s ry ���� �tv� �.����
�,���Ci��lF��� ni.,tc�.,urr���s�s��a,2rs�ia:z3 �
{Prin� I�am���attt�ew r�urr�y , ��e �ssis��nt Gity Attorn�y
brdinan�e Ptc�. �4I�1-�4-2�2� No �1&C rec�uir�d
����'� �� �� �
���A��`Y �� ���'i �
�4� �1������1�I�1�'�'
���t�R� M�, the �rnder�igr�ed aeztF��arify, � Naf��r Publi �� an f�� thr� tate af ��x�s, on
�tl�is � d�y p�r:�o�al(� a�p��r�d � __ __ ,
►� Y"� �f #�e C�ity of �ort VVa�h, k�own ta e to b� th� sar� p�n
w�iose �r�e is sub �ribed to tF�� �or���l�� R��4ru�rtent, and a�Ltnc�edgetf ta r�n� 4�t�� th� ��rne
was ii�e �ct of tt�� �i�y of I�ort Wo�'fh and f��t heJsh� �xecuted tF�s ��rn� as ��e a� �f #��a Cify c�fi
��� Wa�'#� fivr �he [�uepo�s �nd con�3€iera��n ttierefn ea€�r�ssed and €�r ih� cap�ciky+ #h�r�in
siat�.
�[V�N 11NC]�R MY triAl�i] AN� ��L. C3F Q��IC� thls ��'" day v�
, za �.
_�
��tary Publr� in �nci r fih� State ofi T�xas
�,,���.,,,,
,�,3�- .,�-,, S�t�t�� At�.
�;' :�� �fat�ty �'€�E�ti�. sta�f� �i Y�x�s
.'Y;���ar"' ��e�sr�. ����� t?3-3i-ad��
4r' f' `f `.4. �4 '
fr�l��t54�� �'Q��i�' �� �'���i���'��
�OT�fy L.'�7t�lE�4plipri �tlF]53t5�
ti �uzat7
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V����1�� � `��'���'�1�� �
PF�ES�El1� Pl.�4N� �'f�A�+i���� �R�,���i
E��.t��EL. R��. '[ i��
�°���v��.�r ���������idN �A�����T
���� cc������� ���v�v, ��sY�,a�� ��. ���
i�E;T �-t�, ���K � �� ���V�d�l�l� �e�I�ES
��r� o� ���i ��►�i�, ���F�w� ��lli�6TY, ��S
�3�i�g a 0.1 �i� ��r� (�,03� ���ar� ���t) �ract �f land s���fi�d ir� �he �ia�� �c�ving�on
�urvey, �,�as4r�c;t l�t�. ���, �ity �f F�r� UVorth, T�rrant �oun�y, ��xa�, �nd bein� �.
�t�r�ion �f La� 1-R, Bl��k � o-� ��I�ur�ll ��re�, �n addi�i�n � ttt� �i�y of Fo�t'J�f�rtE�,
i�rr�nt �aur�ty, %x�s €�s �onrd�d in V�fum�: 3���1��, �'�ge 79 �fi�h� P[�t ��corc�s,�f
7'�rr�ont �ounty, T�x�s, s�id ��t �Y�R i��ing �r�nv�yeci ic� 8f�lie �. i�asite�, Yrr��i�e ��
re�crrrc�iied in Volum� �i �537, �'ag� �.1� �f th� ���d R�cor�s vf '��.r�r�t ��uniy, Tex�,
�ic� �.11� acr� (�,�U squ�r� faet} #r�� �f l��d being mare pat�i�u#arly d�scxibe� b�r
m���� �nd bvu�td� as f�ll�v�rs:
��Ci���IGl1�� �� a 5l� inc� i��n r�d v�i� �� s��p�cl "�1� �'�86� fiaund #�r �t�
r�ori�w��� oornar of Lofi ��R, B�e�c 9�f s�i� ����u�eil A�r�� and f�t�e south�nrest c���r €�
L�� 9�, ��ocl� 'i r�f Indus�ripl�x, �n �ddi#ion �� th� �it�r c�f For� Vlfc�ifi}�, %r�nfi �a[�nt��
'��x�� �� re�ord�� in 11�it�m� ��8 �13, P�og� �-B �f s�i� Pf�t R�cvrds of i�rr�r�t Caunty,
�'�x��. ��id �1� inch ir�n r�d �ii�i �a� �t�mpec� "A'�11� q��tBG" Isein� in the �as� tine ��
�ur�i� �r��r� (� �Q.O' ri�hfi �� w�y); 7�1��l�� �c,uth �� d��r��s 1 � minu�s �� se�onds
�ast, �nait� �h� �ar�st lin� c,T �aid L�,� 1��, ���c� '! and �v,�h #�� �ast lin� c�f ���d �urfii�
�riv�, � di��r�ce of 2�O.�Q fe�� t� � �sc�int �o� fih� �Qu��r�� �omer �f s�id �.t�t '[-R,
�loe� 9 ��d �h� nar�hwe.�� �orn�r �� s��d Ln� '�-�, �I�r� �, �r�m �rirhi�h a �f� inc� i�an r�d
wlth c�p �t�mp�d "A3d1f 9��9 86" fc�und f�r com�� i� ���: w�s� ti�� �� ���d 1.�� '# �R, B��acE� �
b�ar� �au�t �� ��gr��s �9� minut�s 3C7 ses�nd� E�st, � di�t��r.� of 4�.0� f��i;
YW�,��� ���h �9 ��gr��� ��1 m��ut�� 29 sc�cond� ����, va� �� �arl�t I�n� �f said �.�4
1 �R, �1o�lt ��n� vv�t� �� s�u#h lir�� �� said Lc�# i-��, �lo�k 1, � di�t��c� �f '1?8.8� tee� fi�
� p�in� f�r �h�e P�IA�T' �F 8��11�C�1i��, .��id �oint ���ri�� �!�o e��rdir�ate� ��
Al=�,�8,�99.p� �� ���,2�1,���.17;
T�#E�1�E �i��th 39 �d�r��s ��E ,w����,#�s �� ��cvnds� �as�t, ti�i+,� th� i�c: ti7 line �� �id Lpt
'�--R, �I�rL4 � ��?� tui�� '�h�s cn��1'h �ifiG Q� �a�rl ��� $��, ��v��( '�, � �1���11��.' d�
1 t�.�ry ��� �v � p�r�:# �� the t°��st nr�r�i-:�rh,� �!�rtt�s#,._��rr�er of � pr���sed
perrtyan��� w�i�r Iin.� �a�s�m��rt�
T�DEiV�� �n�.�.h DU d��re�a '! ��!�!i!�!��*.�s �1 s�cx�r��s E��#, �riih a wre�.t Ti�� �� s�id
prppCrs�d �wrm�;��r�� r�t�f ���� ,��s�r��rrt, � ciistanc� af 2�(�.4� ��t #� a pai��
�vr ar� inte:-:�r �:�r���r c:# ��id �ro�o�eo�l ��m�n�nt �e���r I�ne ���m�nt;
��xhsh� ;��a�� �'��� 9 ��f �
■ us�a. �s v■ �.v
'�i��A��� ��u� �� d�gr�s 4Q r�inute� �� s�cond� �Vest� �uitF� � rtc�rtF+ Iir�� a� s�id
prop��d �rmsrteni ur�ot�r lin� ea�ment, a di�ia�� �f 4.�� fi�e� fi� � pai�rt
f�r an intr�rior �amer of �aid �rapos�� �erm�n�nt �rat�r line eas�nn�ni;
YF-��f��� �au#h C�d d�gr�e� �� mi�utes �i s�onds �Jestr wi�� a w�st I�r�� of saic!
pr�p�s�d p�rrr�anent br�fier line e�se��nfi, � d��r�c� o� ��.i� f��# #p � p�int
for an �n�eri�r c�rr��r o� �aid pr�pas�d per�tar��n� �ter (irr� ���em�nt;
`�F���GE I�vrtF� �� d�gre�� �[� minu#�s �� s��vnd� `We�t, v3rith a nortf� lin� of �aid
�r�pr�� perrnar��r�� wat�r lin� �aserrrent, � dis�r�� of ��i_�7 f��� to � p�rir�fi
for �orn�r in fih� ��s# tir�� a� ��iet La# 1-R, �lv�i� � and �r� tl�� ��,st lir�� c�� ���d
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sec,�nds, and �F��� chard [��a�rs Narth �3 de�r� �� minu�� 39 s�c�r�d�
�a�t, � cMorri disi��ae of 1�.{�� f�i;
iHE#��� I�or�h�r[y, �ai't� �ha w�:st line o� �id L�t 1-R, �I��k � and w[tF� ih� easi #ir�� �f
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i1��N�E �orth 00 degr�e�s 15 r�i�ui�� 2T ��n�� ���. � di��nce +af �0�.��5 �t to �
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Electronicalfy Ftecorded by 7arrant County Clerk in Official Public Records �, -����
Mary Lo�ise Nicholson
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r�cor,��ct, a� r�nc�v�e (�e "F��ni�ed �iT�es"� Qa� wa� pi�li�e {"�'i eli�e'�} �.cross,
along, �d u�d�r � rig�t of w��r �� �(15°) � v�rifd#h o� i�ucl�t ow�d �r G�ranto� in t�
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h�eia �a� all ����s as i� �et � h�rr�in � l��ug�Oi. Tha �.�'V� is gr�ted f� tt�� �'�att�
i�ses o�Iy. �e� shai� n,at �Pect o� c�se to ��recbed any s�t�s ar �urt�me�,t
an ox a��re d� �u�`ace a� th� geo� wit�at�e th� ea;pr�ss prior v,�.i�t �ans��t�f �� �t�neoz.
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oa� at� �x1�il�it A a�ass t#�e IZf�� a� whero,. the �O� �s int�ted or
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�nt�e s�all ha�►� the r�gh� t� �s$ additicmal �rcm� sp�(sj at �e tac:��io� a�� a� tl�e t�es�a�
�scri� o�a $�'bit B a�ch�d h�, �aad iu�c��te�. �x�t for �II �o�s a�s if' s�t fau�h
h�n at le�gth ["t�r�e� �n�s'�.
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�va� ��d by � t� �e t�a�#�or, snclut� wi.thout 1i�nitatiic�n, �ntflr Y��s �1 �il, ggs, �;��+�
a�d wa.t�r r��ht�. in na �v�� �h�l Gr�ut[�ae �} pse th� ROW in �uy �a�€�e w�ich �t�e�a i�€ a�
�n.a�exis.� way ar is inc�nsi�s�be�t�vi� #ho ri�;b.#� �rau�e� �eren�tt�er, or (�ij ��t ��xmit ta b� �ted.
within t� R�� a�a�a�t s�ctr�� or buildin�, incl�dir�g,l�xt �tot ii�i�d to�� ��k �i�,
�rle sig�, bill�o��, btir.� c� �a�ar� ��,�,c� ox wa�ts a� �t��r �ucht�s tUat r�qe� �'b�itd�g
p�or�ii. �'lowever, G�tcr� s�� be pe�c�i.tfed ba iu�st� and m�tain � t�c�ete�i �sp� o� gr��e�
�riv��ray, �oad s� �arki� lof acrass ��t�'�T, I� is fiutb,e� agr� #1o�t if �xramtie�e sh�uld ga t��a
s�id �Ci�, � sh�ll nc�t a,�ju� or damn�e �ny p�la�-t�' or i�ra�em�,ts ��sr c�us�d to
b� �r�c� 1a� C�ra�tor c�on�st�t �'ara�ts�'s �g�� to ta�� t�� s�eface, anc� C�inte� �a31 t►t a�1 t��
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af ��id �d and a11 per�ed F�ap�' a� im�rrt���,s sb,ali �e i�t a� g�ad �c€�ditioai ��
w�� b�%�� such �xc�rvgta�g oz di��in�, using m�e�iais �d vc�o�rl-��hi� at Xea�t oom�r�a�ie tc�
t�� p�-�ati� t�mdi#ion �n.d sbu�ll. �i$#a�n �h� �ame in s�ch c�uditiru�. �ntse's duty i� r�ffir
�d �sto� �tt� tn �1. p'r�Fex'tY► i�Oro�n� �ur1 s��ct�ures f�c�,et� on "O�ti�e �,�a.nds" c�xed
by ��tor a�n.d. �sed b� C�e as F��rein p�mit��d. A�l tr�p�i�z�s, ��ra�on �d �z�ateri�s �h�ll �
satisf�ctor�r !a �mantaz�, a� it �nall c�rmine in it� so�e �d r�asoa�Fs1.� c�scretaon. F
G'�t� ��s �iat in �e event t�,i �h� �i�li�pe xs nvt u�� or �
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v� ��ce �j�, t�a� ��s here�n �,t�d s�l F�co�e �ulI a�nd void, �d al�
t�i� R�W �en� sh�l r�v�rt to t�.e ("xra�o►�oor, its succe���rs �d �ssi�ts, wit�
�f a rel�e or �-co�r�yamoe �� any ldnr�. �e� s�l� �a�e� �a �dditiana
�io�l�vvi�� the ter�m�ina� a�ft�s i��� tr� r�mave a�y o� a11 Q�i�s pY'r�i�'tY, or it
Pi,�qeXivate �n. plsc� i� accord�at� x�it� ap�3�i�b[e ��.ws au�]. ��lati�s.
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i���tN��N� �i4�'�� l�INL LAS�IIIIENi
HAYS C�l��h�G�'�R9 ��I�l/�i', A�����Y I��. �56
CITY OF F`O�t� Vf40�iiH, idFt�►t�i CO�I�T'�, i��
Being a 0.'! 91 acre (8,3'! 1 square feet) tract of land sifi�ated in the Hays Covingfon
Survey, Abstract No, 256, Cifiy of Fo� Worth, Tarrant Counfy, Texas, and being a
portion of a called 0.78 acre trac� of land, described as Tracf Na. 19 Parcel Na. '1,
conveyed to the United State of America as recorded in Volume 1492, Page 343 of the
Deed Records of Tarrant County, Texas, said 0.191 acre (8,311 square feet) tract of
land being more particularly described by metes and bounds as fofiows:
��ii���1��1N� at a railroad spike founcf for tl�e nor�hwest corner of a called 0.42 acre
#ract of land, described as Tract 1, conveyed fio Warner Afan/Fort Worth CW, LLC as
recorded in Instrument No, D208123225 of the Official Public Records of Tarran#
County, Texas and fhe southwest corroer of a cafled 0.419 acre tract of land can�eyed
to Wayne H. Buxton as recorded in Instrument No. D2'I00�4� 08 of said Officiaf Public
Records of Tarrant County, Texas, said railroad spi�Ce being in the east line of Aita Mere
Dri�e (S.H. 1$3), a'i60' right-of-way, from which a 314 inch iron roc! �ound for fhe
northwesf corner of a cafled 0.415 acre tract of land, described as Tract II, co��eyed to
Manuef Propert�es III, LTD as recorded in Instrumenf No. D214105930 of said Official
Publfc Records of Tarranf County, Texas ar�d the southwesf corner of a calf�d 'I .335
acre tract of land can�eyeci fa Thomas D. Willis as recorded in Volume 11789, Page
1982 of said Deed Records of Tarrant County, Texas bears North QO degrees Q2
minutes 13 seconds East, a distance of 121.48 feet and North 00 degrees '12 minutes
36 seconds East, a dis#�nce of 121.Oa feef, said 3/4 inch iron rod being in fhe east line
of said Aita Mere Drive; THENCE South 4Q degrees 22 mi�utes 37 seconds East, wi#h
the west line of said Tract 1 ar�d with the east fine of said Af#a Mere Drive, a distance of
121.OQ f�et to a point for the southwest corner of said Tract 1, said point f�eing the
intersection of the east line of saic! Alta Mere Drive with the north fine of Rosewooc!
A�enue (a 60' right--of-way); THENCE North 89 degrees 37 minutes 20 seconds East,
with fhe south fine of sa�cf Tract '! and wifh #he r�arth line of said Rosewood A��nue, a
distance of 151.5Q feet ta the southeast corner of said Trac� 'I and fhe southwest corner
of said Tract No. 'I9 Parcef No. 1; THENCE Nor�h 89 degrees 37 minutes 16 seconds
East, with the south line of said Tracfi No. 'I9 Parcei No. 1 with the north line of said
Rosewood Aven�e, a distanca ofi 45.46 fee� to the POIWi CiF ��CINNINC�, said point
ha�ing gric! coordinafes of N=6,9�0,423.22 and E-2,294,47'[.33;
(Exhibit "A") Page 1 of 2
iH�P�C� North a0 degrees 33 minutes 31 seconds East, a distance of 251.36 fee� to a
point for corner;
iiiEldC� North 44 degrees 51 minu#es 16 seconds Easf, a distance of 24.82 �eet to a
po�nt for corner;
iH�i�C� North 89 degrees 35 rninutes 49 seconds East, a distance of 'l1,09 feet to a
point for corner in the east line of said Tract No. 19 Parcel No. 1 and in the
west line of a tract of land con�eyed to the City of Fort Wo�th as recorded in
Vo[ume 5585, Page 444 of said Deed Records of Tarrant County, Texas;
�H��1�� South 00 degrees 44 minutes 44 seconds East, with the east line of sa�d
Tract No. 19 Parcel No. 1 and with the west line of said tract of land
cor��eyed to the City of Fort Worth, a c�istance of 268.81 feef to a poin� for �he
southeast eorner of said Tract No. 19 Parcel No. 1 and the sauthwest corner
of said tract of land con�eyed fo fhe City of Fort Wor�h, said point be�ng in �he
north line of said Rosewood Auenue;
���N�=� South 89 dRgrees 37 min�t?s '[E ser.nnr�s 1.IIJ��t, r�ith the s�_u.th line of �aid
Tract No. 19 Parcel No. 'f and w�th the north line of said Rosewood A�enue, a
distance of 34.54 feet to the ��1R1� �� ���INNINC�, and confiaining 8,311
square feet or 0.191 acr�s af land, more or less.
I�ot�:
(1} A pla� af same dafie herewith accompanies this legal description.
(2} BearEngs and coordinates are referenced to the Texas State Plane
Coordinate System, NAD-83 (20'11), North Central Zone (4202). A[I
distances and areas shown are surFace ufilizing a surFace adjustment
factor of 1.00012.
May 06, 2�J'� �}
��� ����� �� �
f� i� � ��,��
--�� , i�ICFtAl�D f{��l�J���}Y
4 . �
�� -- - - C �Fr'J�� �,�' �
Ric��ard Kei�ned� '��•.,�s��� .•��;
F�egistere� €�ro��ssior� �1� a�
i �xas 1Ve. 55�'r'
�orrci��dnna & 1�ssociates. ln�.
T�x�s �irm C�c�, 10 i 0�69i1�
(�:�F�i�i� "�,"j Pacte � �� 2
EXHIBIT "�'9
PARCEL No. 4—PWLE
� ; �
�
j CALLED i.335 ACRES
� THOMAS D. WILL15 � � v
� VOLUME 11789, PAGE 1962 CALLED 1
D.R.T.C.T. F O.7g ACRES �
i TRACT II
� � UNITED STATESI
OF AMERICA �
FND 3/4�iR_ _____ VOLUME 1492, j
i f PAGE 343 I
� i i i D.R.T.C.T.
i E TR,4CT N 0. 19 �
�� i i I PARCEL N0. 1 i
�`� � CALLED 0.4i5 ACRES j j �
N o MANUEL PROPERTIES III, LTD I I 1
� � Z� WSTRiJMENT N0. �214105930 � � I �,-3 �
� O.P.R.T.C.T. I I
��
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� � ��------ i i ... �
f:::. :.�::.
�- I I 4-:;.::�::-:-:::�
� r��j � 8'UTILIN EASEMENT 1 I t;{�:}:::::�:.
��� i VOLUM� 1Q37. PAG� 913 -�-I F� � I;�::�::-::;•::�:
� = D.R.T.G.T. I I I'::--...-!
� _ � ',.��, � I I I j-'::{-::':-':::1
I � I:�:�::�:?;�:�::-:-
� v_ ��i I I� E�:::�:-::;::�: r-.
p � I �� I iD f?}:�::�::�: r: � 1�
co N o CALL�b 0_4'19 ACR�S f I � I �
� � r al WAYN� H Bl1XTON �� I ��{;�}:�::-::'�-'I �p CIlY OF
z WS7Rl1MENT NO, d21 p�Oq108 F � ��?::;�::�:-:-r:: N FORT WORTH
� `¢-' I O.P.R.7.C.�. 1 n1 (:'r?:-:??::�- VOLUME 5585,
i � � � 1..........:. �
� I f �-::'-:'::-:;'-.:�1 PAGE 444
� FND RR SPIKE I I W} :::: :::::::::::1: D.R.T.C.T.
----------I-I � �}::::-::}::-:(��
i i rr._:::.::::. _
CALLED 0.42 ACRES I I �"� �'::-::'-='::-::'= �
P. O. C. � FORTAWORTHA WN/LlC � � � MI:??}::�:-}?:�::1 O
-- wl 1NSTRUMENT iJO. D208123225 I I � OI:.:;.::-:;.:.:}:-:i Q
r O.P.R.T.C.T. I I d4�-��- =--�-J �
Q r� I I E:{;(�:::�:?:.:�
oN� TRACT � � � i z�:�::'-:'::-:?:�::1
N o i _�� � �:-:;�}:-': }:; �'�'�
� � P. O.B. � I::�::�:.�.�.��.�.�.��
�
GR1D COOR�tIdATE �=���������'�='
i �-::.::•::{-::-:r!
i N= 6,950,�F23.22 1 f:::: �
E=�2,294,471.33 (�::-;}::�:}:-�•:
� N 89'37'24"E 151.50' � L-1�.vL� 4� --
ROSE'lii!'00� Al��fVU�
(A 60' RIGHT--OF--WAY)
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WATER LINE
EASEMENT
8,311 SQ. FT.
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R�MAIAl�ER OF
CALLEO 140 ACRES
Clil' OF FORT WORTH
INSTRUMENF N0.
�271206523
O.P.R.T.C.T.
TRACT N0. TWO:
so 4o a � 80
SCALE !N FEEI"
0 � �/��.���C?f� ��f�f7
200 TEXAS STREET • FOR7 WOf27H, 7qCq5 76942
�E�'TSIDE � T� T'�.��'TS�DE 3 ,� .��,.o� r ,
PRESSURE PLANE TRA11jSFER PROJECT ��P ��'��R��f�U'
PARCE� iVO. 4—PWLE
PERMANENT 1M1fATER LINE EASEMENT
OWNER: UNITED STATES OF AMERICA
SURVEY: HAYS COVINGTON SLIRVEY, ABSTRACT N0. 25fi
LOCATION: CITY OF FORT WORTH, �ARRANT COUN7Y, TEXAS
EASEMENT AREA: 8,311 SQUARE FEET DR 0.7 9 7 ACRES
CIN PROJ. N0. 0'l�F68
RICHARD KENNEDY
r :'O 5527 �'
y '=�o,� p� y0
� � �,� • . £ s,��„ J F.
JQB No. KW/�1712.Od �RAWN BY: FAP CAU FiLE: P4-PWL�ROO.DWG REGISTERED PROFES510ldAL IANp
6ATE: AdAY O6, 2018 EXHIBR B PAGf 1 OF 2 SCALE: 1" = SQ' ND. 5527 TEXAS FIRM Na.
���T���y-� 99� !9
1 1-
PARCEL Na. 4—P�LE
_ i � � � �,�
NOTES:
1. A LEGAL DESCRIP110N OF SAME DATE HEREWITH ACCOMPANIES THIS PLA7.
2. BEARINGS AND C04RDINATES ARE REFERENCEQ TO THE TEXAS STATE PLANE
COORDIPIATE SY5TEM, NAD-83 (2011}, NORTH CENTRAL ZQNE (42d2). ALL
�ISTANCES AND AREAS SHOWN ARE SURFACE U11LIZlNG A SURFACE
ADJUSTMENF FAC70R OF 9.00012.
�l �}� O � l�� �°� �� i��7
20b TEX.4S STREEf • FORT WORTH, TEXAS 76102
T�E,S' T�'IDE ,� T � TYE �' T S'ID� 3
PRESSURE PLANE TRAIV�SFER P�OJECT
PARCEL N0. A�—PWLE � CI�fY PRQJ. N0. 01468
PERMANENT WATER LINE EASEMENT
OWNER: UNITE� STATES OF AMERIGA
SURVEY: HAYS COVENG701d S�R`r�'f, ABSTR��7 h�o. �5B
LQCP,T!�PJ: CITY U`F f0e�f WC%RTH� TAFiRf��1T �QUNTY. if�i�
FA�EhhEN� Ar��,: �,3�1 c�iierzF �EE? nR n,�g� e�pFg -
J�9 Na. KHk__ til12.40 �Jf7qVlhJ EY' 1iA� CAD FlEE: ?4--,�! �1�w4,I:;Yu
KHIB�`i �_{�E 2 4F 2 � SCALE. 1' = 4Q`
• 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 •
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EO YROFESSIUNlaL LAN� SURVkYOR
Y 1 V 11 Y 1 1 1 IYIl11
N.7.5.
P4 P�FE.�x�
Lot: P4-PWL�
Point No gearing
� N 00°��'�1" E
2 �1 44°51' 16" E
�. N 89°35`49" E
8 5 00°44'44" E
9 S $9°37' 1�6" W
3
Closure Error Distance>
Closure Precision> 1 in
0.191 ACRES
8, 3�.�. SQ. FT.
bistance
251.36'
24-.82'
11.09'
268.81'
34. 5A�'
0.0071 �rror Bearing> 5 49°S0'�4" W
83708.2 Tatal Distance> 590.62
Page 1
�J(Hr��i «�„
l�i����l�� � i� 11��SiS1D� �
PFtESSUFtI� PL�4N� T'f't�►i�SFCR P����i
�rY�tl�� ��Y ��tl�
��IIAPO�ftY CO�STRUGiION �aS���t�Y
H�eYS C01/IfV�T�h[ ���11�Y, A���R��i N�. 21��
�I�1( �� ���� 1�I�RiHI, i�1�F�4�1T` COUNTI�, i�S
Being a 0.126 acre (5,486 square feet) tract of land s�tuated in the Hays Co�ington
Survey, Abstracf No. 256, City of Fort Worth, Tarrant County, Texas, and being a
portion of a ca�led 0.78 acre tra�t of land, described as Tract No. 19 Parcel No. 1,
conveyed to the United State of America as recorded in Vo[ume '�492, Page 343 of the
Deed Records of Tarrant County, Texas, said Q.126 acre (5,48fi square feet} fract of
land being more particularly described by metes and bounds as foilows:
���M���II+iG at a railroad spikce fo�and for the northwest comer of a called 0.42 acre
iract of land, descri�ed as Tract 1, con�eyed fo Warner A�an/Fort Worth CW, LLC as
�ze���ed in Enstrumenf No. D20$lGJ��J of the O�iCla! �ublic P.ecords of Tarrant
County, Texas and the sauthwest corner of a calfed 0.419 acre tract of land con�eyed
to Wayne H, Buxton as recorded in ir�strument No. D210D041D8 of said Offic�al Public
Records of Tarrant County, Texas, said railroad spike being in the east line of Alta Mere
Dri�e (S.H. '183), a'[60' right-of-way, from which a 314 inch �ron rod found for the
northwest corner of a called 0.415 acre fract of land, descr�bed as Trac� If, con�eyed to
Manuel Prop�rties II1, LTD as recorded in Instrument No. D2'1410593D of said Official
Pubiic Records of Tarran� Caunty, Texas and the southwesfi corner of a cal[ed 1.335
acre tract of land con�eyed to Thomas D. Willis as recorded in Volume '11789, Page
1982 of sa�d Deed Records of Tarrant County, Texas bears North 00 degrees 02
minutes '[3 seconds East, a distar�ce of 121.48 feet and North OQ degrees 12 minutes
36 seconds East, a distance of � 21.00 feet, said 3/4 inch iron rod being in the eas� line
o# said Alta Mere Dri�e; THENCE Sou�h 00 degrees 22 minufies 37 seconds East, with
f�e wesf line of said Tract 1 and with the east line of said Alta Mere Dri�e, a distance of
'12'1.00 feet to a point for fihe southwest corner of said Tract 1, saEd point being the
�ntersectian of the east line of said Afta Mere Dri�e wi#h th� north �ine of Rosewood
Avenue (a 60' right�of-way); THENCE Narth 89 degrees 37 minutes 20 seconds Eas�,
wEth the south line of said Tract 1 a�d with the north line of said Rosewaod A�enue, a
disfar�ce of 151.50 feet fo the southeast corner af said Tract 1 and the southwest corner
of said Tract No. 19 Parcel No. 1; THENCE North 89 degrees 37 minutes '�6 seconds
East, with the south line of said Tract No. 19 Parcel No. 1 with the north line o�f said
Rosewood A�enue, a distance of 30.08 fieet to the ��I�1� �F ���INRIING, said poinfi
ha�ing grid coordinates of N=6,950,423.1'1 and E=2,294,455.95;
(Exhibit "A"} Page 1 of 3
iH�NC� North 00 degrees 29 minutes 18 seconds West, a disfance of 259.26 feet to a
point for corner;
iH��1�� North 44 degrees 2'1 minUtes 3'! seconds East, a distance of 41.58 feet to a
point for corner;
YH�N�� North 89 degrees 35 minutes 49 seconds East, a distance of 19.30 feet to a
point for corner in the east line af said Tract No. 19 Parcel Na. 1 anc! in tf�e
wes� �ine of a tract of �and con��yed fo #h� Cify of Fort Worth as recorded in
Volume 5585, Page 404 of said Deed Records of Tarran� Counfy, Texas;
ii�I�NC� Soufh 00 degr�es 44 minutes 44 seconds East, with the east line of sa�d
Tract No. 19 Parcel Na 'I anc� with the west iine of said tract of Iand
con�eyed to the Cifiy of Fort Worth, a cfistance of 20.00 feet to a point for the
northeast corner o# a proposecf Permanent Water Line Easement;
iH�N�� Sauth 89 cfegrees 35 minutes 49 seconds West, with the north line of said
proposed Permanent Water Line Easement, a distance of 1 �.09 feef to a
point for corner,
Yb�N�� South 44 degrees 5'1 minutes 'I6 seconds West, with tl�e northwesf lir�e o�'
said proposed Permanenf Water L.ine Easement, a disfance of 24.82 fee� to a
point for corner;
i�iI�NC� Soufh 00 degr�es 33 mir�utes 31 seconds W�st, with the west line of said
proposed Permanent Wa�er Line Easement, a distance of 2�1,36 feefi fio a
point for the southwest corr�er of said proposed Permanent Water Line
Easement, said point �eing in the south line of said Tract No. 19 Parcel No. 1
and in the north line of said Rosewoad A�enue;
Y��F��� South 89 degrees 37 minutes '16 seconcls West, wffh the so�th line of said
Tract No. 19 Parcel No. 1 and with t�e north line of said Rosewood Avenue, a
distance of 15.38 fee# to the P�IR1'� �� B�G1N1�11N�, and containing �,486
square feet ar D.126 acres of land, more or less.
(Exhibif "A") Page 2 of 3
'! � _,-�,
(1} A plat ofi same date herewith accompanies t�is legal description.
{2) Bearings and coordinates are r�ferenced to the Texas State P�ane
Caordinate Sysfem, NAD-83 (2011), North Central Zone (4202). All
distances and areas shown are surface utilizir�g a surface adjustment
factor of 1.00012.
May D6, 2Q19
� Y�
. . �
, ,.
�iclna�d �e�rn�dy
R��ai�t�r�� Pr�f�
Tex�s #Vo. r,5?7
�orrnn+�on� � !�€ ,
T���� f� �rtn �!a. '� � � �f6900
(Exhibit "A") Page 3 af 3
E�HIBI T „B 91
PARCIs'L No. �-TCE
�
I � i '
�
� CALLE� 1.335 ACRES �
E oo���
� TNOMAS D. WI�LIS �
VOLUME 11789, PAGE 1982
D.R.T.C.T. CALLEE) � !
i 0.78 ACRES i E
� T�neT n � UNITED STATES I
OF AMERECA � '
FND 3/4"IR �
.� . �. _ _ — _ _ V�LUME 1492, i
ii PAGE 343
i i � i D.R.i.C.T. � i
i � TRACT N0. 19 � �
-�� i i � PARCEL N0. 1 i I
� �� CALLEfl 4.415 ACRES j j � �--3 I �
�`+ o� MANiJEL PROPERTIES llf, LTD � � � �
W � Z� INSTRUMENF N0. D214145930 I I �
� O.P.R.T.C.T. i I �/� ." �—�
f � � I
� ^ il �
� '
� �i -------- ' ' ' '
� , , � �,
��` � � 8'UTILIN EASEMENT �� � � JI �
�� i VDLUME 1037, PAGE 473 �1 F+ � � �
� r z D.R.T.C.T. � 1 E PROP6SED I
� L7 w f I PERMANENT +
_ � ;.�� I I , WATER LINE
� v^ � N � f I � N:-}: �ASEMENT �
I I
c�o N o� CALIE� 0.419 ACRES I� � ��"'.'-:� � j �
� r. a � ::• :•:::
WAYNE H BUXTON �� N-.. .;: I CIIY OF
Q � z INSTRUMENT NO. D210004108 � � �-�� :�: � ! FORT WORTH I
� `--� i O.P.R.T.C.T. � � 1 ��'�='�� N � VOLUME 5585, i
� � I I � � �' �::: � PAGE 404 I
� I f '� -:-: � � D.R.T.C.T. !
FND RR SPiKE_ _____�_�� a0 'r:- �
I I �::-.::r � I
CALLE� 0.42 ACRES I I N};�. ;-: N� � f
� WARNER ALAN/ I I j p:�::�:�}: M I �
P. O. C. E FQRT WORTH CW, LLC �� O�;;;�;} �")
w INSFRUIdEI+lT NO. D206123225 �� I '�- O
� O.P.R.T.C.T. � � �'� � i
o N � TRACT i � � 1 �:-:-: -: � �
Ni 1 I i � PO Afi�
N NI P. D.B. � i � --_ CONSTRUCTION
GRID COORDINATE � ��MENT
i N=6.954.423. i 1 � � � � 5 486 SQ FT
E�2,294 455.95 1 I
__ � —J_I
N 89'37'20"E 151.50' �—
ROS�I�VOOD �V�f�U�
(A 60' RIGHT-OF-WAY}
i� ; �„
:,1' ', I �I , I �
� � D.126 ACRES
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ftEMAIN�ER DF
CALLED 140 ACRES
CIlY OF FORT WORTH
INSTRUMENT N0.
D211206523
O.P.R.T.C.T.
TR4CT N0. T4Vd:
- �-7 80 40 0 80
SCALE 1N FEET
�� �� � � �� �� �� ���
240 TEXAS STREET • FORT WORTH, TEXAS 76102
bYES' T�'IDE � T 0 T�E�'T,S`IDE 3
PI�ESSURE PLANE TRAIVSFER PROJECT
PARC�L NQ. 4-TC�
T�MPQRARY CONSTR
C1N PRQJ. N0. 0�
SURVEY: HAYS COVfNGTON SURV�'/, ABS7F2AC7 N0. 256
LOCATION: CITY OF FORT WORTH, TARRANT CDUNTY, T�XAS
EAS�MENT AREA: 5,486 SQEJAf2E FEET OR 0.126 ACRES
JdB No. KHA_1712.Q0 DRAWN BY: MP CAD FlLE:
: MAY D6, 20i9 � EX
GORRON�OIVA & ASSOCWTES, iNC. •
e
��� o F T�
,�Q- �G� ST�,� ��-y
�:' �-�' � �� . �n
RICHARD KENNEDY
� �; °,p 5527 PY
,: = ��0 4�5�� ��
PROF�SSIQNA� LAND
E'XHIBI T 9gB "
PARCEL No. 4�--TCE
NOTES:
1. A LEGAL QESCRIP'f16N aF SAME DA-fE HEREWITH ACCOMPANIES THIS PLAT.
2. BEARINGS AND C06RDINATES ARE REFERENCE� TO 7HE TEXAS SfRTE PLANE
C06RDINATE SYSTEM, NAD-83 (2011), NORTH CENTRAL ZONE (4202). ALL
QISTANCES AND AREAS SHQWN ARE SURFACE UTllfZING A SllRFACE
AQJUSTMEM' FACTOR OF 7.00012.
I
� ��
�� �� � � �� �� 1�V'� ��th
��o rEx�s ,�r�rF�i • rr��: wrrxrr�, i�xnx rs�o�
iI l.i !-�� �[�r-�! �.� � �� ��� ��+����� �
�������� ���� ����� ������� ��������
�_ e....r��
[�;";^�FR; 11NITED STATES OF ANVkRl�A
SURVEY: HAYG rn�fNr-rnN SURVE�f, ��STRAC� �;�0. '�5�
LOCATION: CIiY OF FORT WORTH, TARRANY C�Uh17Y, TE7C�5
EASEMENT AREA: 5,4$B SQJARE FEEf �R Q,i2�a A���S
JDB No. KFi� �71 �.fJO fJR.9VVk BY_ M? -�. _ f�AR
�ElY f��^,.'. i�o. u? gE�
MAY OB, 2{}1� I EXH16Cf 9 r'AGE 2 DF � � SCqL�: 1- -�
?RR6NDQNA & ASSOCIATES.INC. • 7524 JACK NEWELL BOULEVARD SOUTH FORT
r{����, �F�R�����
r;]..,.,�.�...� � 4 ' � �
; �i�I�ARD KENNEDY �
I
.,,�..A� 5527 �Q.�:�O�-
.O �
��r • F�� c ; O,. •
�_ � f, }� k.•,_,�s.. i`I,r �� 4 5
. r�'
�4.k : 1
_ r - �..�. �_ �'"~T 1 F
K��1N��Y •
PROFEv:c!nn�eL LAMf} 5'Uft��`(OR
, TX. 76118 • 817-498-1424 FW( 877-496-7766
VICINI7Y MAP
N.T.S.
P4 7CE.txt
Lofi: P4-TCE
Point No Bearing
4 N 00°29'18" W
5 N 44°21'31" E
6 N 89°35'49" E
7 S 00°44`44" E
S S 89°35"49'" W
1 5 44°51'1b" W
2 S 09°33'31" W
3 S 89°37'16" W
4
Closure Error Distance>
Closure Precision> 1 in
0.126 ACRES
5,486 SQ. FT.
Distanc�
259.26'
4�.. 58'
19.30'
20.00'
11.09'
24.82'
251.36'
15.38'
0.0078 Error Bearing> N 41°05'13" E
82597.7 Total Distance> 642.79
�age 1
GC'�4o�� S��bs�r�ace ��� ���sic�� C�n�[Il�Il�n�
T]FI�S ]PAG]E �]EF'I' �ll�7[']ENi��l�TA�LY �3l�Al\T�
CTTY O�' FORT VirOli'TT� W52 to WS3 Pressure Plane Transfer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Project No. OI468
Revised July 1, 20ll
G�QT�CHN�GA�. ��GI���RIPl� SiIJDY
1��5�'SI�� ll �'O 111 TR�►NSFER
WA��R L[N�5 APl� �R�SSUR� R�DUCIfVG
1/AU L7S
�OR f �OR�H, ��XAS
Presentec� To:
Kimley-Horn and Associa�es, Inc.
June 2�99
PROJECT PlO. 703�19�330
��� �1�GII�EEY�Il��g ��T�.
�lun� 26, 209 9
Report No. 103�99�330
Kim�ey-Horrt and Associates, Inc.
80'! Cherry Streef, Unit 11, Suite 95a
Fort V1larth, Texas 76'f 02-6803
Attn: Mr. Josh Kercho, P.E.
GEOTEGHNICAL ENGtIl�EERfNG STUDY
1f�ESTSIDE i! TO �II TRAAlS���
V�ATER LINES AND PRESSlJR� R�DUC111�f� VAULTS
�ORT WORYH, Y�XAS
Dear Mr. Kercho:
76361�ebble Drive
Fort Worth, Texas 7G118
www cmjengr rnm
Submittet! here �re fhe resul#s af a geotechnieal engineering stUdy for tY�e referenced pro�ect. This
study was performed in general accardance with CMJ Proposal 17-�464 {Revised) da#ed March
21, 2019. The geotechnEcal services were authorixed �ia Standard Agreament fiar Profession�l
Services with Kimley-Horn and Associates, lnc, wifh Project Na. �61018D69-01 dated April 1,
2Q� 9.
Engineerir�g anafyses and recommenctations are contained in the text sec#ion of the repor�.
Results of aur field and laboratory sarvices are ineluded in fhe appenc�ix o� the report. We woufd
a}�preciate the o�portunity to be considered for providing the materials engir�eering and
geotechnical observation serv�ces during the construction phase o# this project,
We appreciate the opportunity to be of se�vice�to Kimley�Horn and Assvciates, lnc. Piease contact
us if you have any questions or if we may be of further service a# this #�me.
Respectfu�fy submitted,
CMJ ENGINBFRING, INC.
TEx.45 F[Rn� R�czSxa.axloN NO. F-9177
Matthew W. Kammerdien�r, P.E.
Project Engineer
Texas No. 127818
�, ..
copies suhmiited: (2} Mr. Josh Kercho, P.E.; Kimley-Hom and Assaciates, Inc. (mail an� email)
Phone (�1'7� 2�4-9�U0 Fax (817) 5g9-9993 Metra (81� 5�9-9992
TA�L� �� �Oi�i�i�i�
Paae
9.D INTRO�UCTION--------------------------------------------------------------------------------------------------------1
�.Q FI�I�� �XPL.ORATION AI�D LA80RATORY TESTING ------------------------------------------------------2
3.0 SEJBSURFAC� C�NDITIONS------------------------..___---__..__----------______.._____.._______--------------__..__....g
�4.0 VAULT FOl1NDATIONS-----------------------------------------�--.._...._..-------------__..___--------------------------5
5.� B�LOW GRAD� WAL� RECONfMENDATIONS----------------------------------------------------------------7
6.0 TR�NCH / B�R� �XGAVATIONS ------------___�_...._____�..____..__,.__�.._..___......__......________......_-..--------------1 Q
7.d EARTHWORK.._......----------------......____..__..__..----------------------------__.._____..______-----------___........_--------1,4
8.0 CONSTREICT�ON OBSERVATlONS --------------------___.._........_...._........___�_____----------------------------..16
9.0 REPORT C�OSURE------------------------------------------------------------------------------------------------- 97
/�PPENDIX A
plate
Planof Borings ------____........__........___....__..----------------------------------------------.._..___...._______.._..________________...._A.1
llnified Soif Classificatian System-���---------------------------------------------------.._..___.._..__.._..___.._____..______..__A.2
Key to Ciassificatfon an� Symbols--------------------------------------------------------�___.._...._...._.._.._..--�-----------A.3
L.ogs of Borings -----------------------------------------------------------------------------------------------------A.4 — A.14
FreeSweH Test Resuits --------------------------------------------------.._..__..__..------------_--_-_-___�_�--------------A.15
�.o in��r�aoucri��
1.1 General
The project, as currentfy planned, consisfs of water infrastructure improvements as follows: 2,75�
linear feet of � 6" water line, 3,�4pQ finear feet of 12" wa#er lin�, 850 linear feet of 8" water line, and 5
pressure reducing �aults. Tf�e project is in the vicinity af Afta Mere Drive and W. Camp �owie
Boulevard in Fori Worth, Texas. The project vicinity and approximate locations of explor�tiot�
borings are iliustrated on Plate A.1, Plan of Borings,
1.2 Purpose and Scop�
The purpase of #his geotechnicaf engineering s#udy has been to deterrr�ine the ge�erai subsurFace
conditions, evaluate the eng�neering characterisfics af the subsurFace materials encoun#ered,
pro�id� comments on general exca�atian, de�elop recomrnenda�ions for the type or fypes of
fauncia#ions suitabie for fh� project, and provide earthwark recommendations.
To accomplish its intended purposes, the study l�as been conducted in the foflowing phases; (1)
c�rilling sample borings #o determins #he genera! subsurFac� conditivns and to obtai� samp��s for
testing; (2) perForming Iaborafory fests on apprapriate sam{�les to determine pertinent engineering
proper�ies of the suf�surFace materials; and (3j per�orming engineering analyses, using t�e fie[d
and iaboratory daia �o develop geotechnica! recammendatians for the proposed construction.
The design is c�rrently in progress and the locations and/or ele�ations of tne struc#ures could
change. TF�e recommendations contained in this report are based on data supplied hy Kimley-
Horn and Associates, Inc. Once the final design is near completian (80-percent to 90-percent
stage), it is r�commended that CMJ Engineering, Inc. �e r�etai�ed to review those portions of the
constructian documents p�rtaining to the geotec�nieal recomme�dations, as a means to determine
that aur recommenda�fans have been interpretecf as inter�ded.
'1.3 Re�ort F'o�rmat
The texf of the repori is contained in 5ections 1 through 9. All plates and larg� tabfes are
cantairred in Appendix A, The afpha-r�umeric plate and table numbers identify the a�per�dix in
which they appear. Smali #ables of less �han one page in length may appear in fi�e bady of the text
and are numberec� according to �he sac#ion in which they occur.
Report No. NO3-79-330 CMT ENGiNBE[tiNG,Irvc.
Units used in the report are bas�d on �he English system and may include tons per sq�are f�o#
(�sf�, kips (9 kip � �,OOD pounds}, kips �er sc�uare foot (ks�, pounds per square foot (ps�, pounds
per cubic faot (pcfl, and pounds per square inch (psi).
Z.0 FI�L� ��PL��i4TION Ai�D �A�ORATORY TFSTINC
2.'C �'ield Explorat�an
Subsur�ace materiais at t�� �roject site were explorec! by ele�en 41 T} Wertical soil borings drilled #o
dept�s af 10 to 30 feet below existing grades. The borings w�re drilfed us�ng continuous flight
augers at the approxima�e focations shown an the Plan of Borings, Plate A.1. The boring logs are
included on Plates A.4 through A,1� and Keys to c[assifications and symbols us�d on the logs are
pravided on P[ates A.2 and A.3.
�; ��is��rbec� sar�ples of coFtesi�e soils w�r� obtained wi#� nominal 3-inch diam�#�r tY�in�walled
(Shelby) tub� samplers at fhe loca#ions shawn on the logs of �orings. The 5helby tu�e sampfer
consis�s of � thin�walled sfeel tube with a sharp cutting edg� cannec#ed fia a head equip�ed with a
ball val�� threaded for rod �on�ec#ion. Th� tube is pushed into #he sail by the hyclraulic pulldo�rn
of the dril�ing rig. The soil specimens were extruded from the tube in the field, logged, tested fpr
consis�ency with a hand penetrom�ter, sea[ed, and packaged to lirrtit lass of r�oisture.
The consistency of cahesive soil samples vsias eva[uated in the fielc� using a cafibrated hand
penetrometer. Ir� this test a D,25-inch dEameter piston is p�shed infio the refativefy und�sturbed
sample at a cons#anf ra�e to a depth of 0.25 inch. The results of these tests, in tsf, are #ab�alated at
respecti�e sample depths or� the logs. Vilhen fhe capacity of the penetromefer �s exceedecf, the
�alue is tabulated as 4.5�-.
To evaluate the re[ativ� density and cnnsistency a� �he F�ar�er formafions, a modified version of the
Texas Cor�e Penetration test was perFormed a� selec#ed locations. Texas Deparirnent af
Transportation (TxDOT} Tes� Method Tex--�32--E �pecEfies driving a 3-inch diamet�r cone +ovith a
170-pound hammer freely falling 24 inches. Th�s r�sults in 340 foot�p�unds of energy �ar each
f�low. ThEs met�od was modified by utilizing a 140-pound hammer free[y falling 3� incf�es. This
results in 3�0 faot-�ounds of en�rgy for each harnmer �low. In rela#ively soft materiafs, the
penetrameter cone is �riven � foot and the n�m�aer of hiows required for each 6-inch penetration [s
tabu(ated at res}aective test d�pfhs, as blows �er 6 inches on fi�� �og. In hard rr�ateria[s (rock or
Repor� No_ �103-9 9-33D CMJ ENGINLERING, INe.
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rock�like), the penetrometer cone is driven with the resulting penetrat�ons, in inc�es, recorded for
the first and seco�d 5Q bfows, a tatal af 9 QO blows. The penetratian for the total 't QD blows is
recardecf at the respective testir�g depths an the boring logs.
�.� Laboraf:ory Testir�g
Labaratory soil tests rrvere perFarmed on selec�ed represeniative sampfes recovered from the
borings. �n addition to the classificatian tests (liquid limits anc! pfastic limits} moisture contenf,
�nconfined compressi�e strength, and unit vkreight tests ►n+ere performed. Results of fhe laborafiory
classification tests, maisture canfient, unconfined campressi�e strengti�, and uni# weight tests
eonducted far this �roject are included on fhe boring lags.
Free swell fesfing was perFormed on selected sam�les of ti�e cohesive soils. The swel� tests were
used i� deterrrjining the expansive soil respanse of the clay saiis. The reSults o�f the swell fes�s are
provided or� PIa#e A.1 �.
The above laboratory tests were performed in general accordance wifh applicable ASTM
procedures, or gen�raify accepted prackice.
3.0 �U�SIJ��`ACG COIVDiT[OiVS
3,'� Soil Cond"riions
Specific �ypes and depths of subsurface strata encountered at fhe boring locatiorts are shown on
ff�� boring logs in Appendix A. The generaiized subsurface stratigra�hy encountered in the borings
is discussecf below. Nate that depths on #I�e barings refer fo �he depth f�om the existing grade or
ground surfiace present at the time of t�e investigation, and the boundaries between the �arious
soil types are approximate.
Bvrings B-2 thro�gF� B-7, B-10 and B-� � were drilfec� �n a paved area. The existing �a�rement
section consists of 2�/� to `IQ inches of asphalt in Borings B-2 throug� 8--7 and 7 inches of concrete
in Borings B-'f0 a�d B-11. The pavemer�t was under(ain by 5 to '!0 inches of crushed rock base in
Borings B-4, B�7 and B-10.
Soils encour�tered consist of dark brown, brown, lighf brown, �ight olive-brawn, o[ive-brown, light
reddish brown, gray anc� fan silty clays, calcar�aus clays, silty shaty cfays, shaly clays and clays of
Report No. iO3-49-330 CMj ENGINEERING,I1ve.
3
moderate to high plasticity. The various clays encount�re� in Barings 8�1, B-3, B-4, B-5, B-9 and
B-11 are r�otecf as fil[ or possible fill to depths of 9 fa 8 feet. The clay #i[!s encountered in Barings
B-1 and B-9 contain brick, asphalt, cvncrete, wood and plasfic fragments ar�cl gra�eL The variaus
clays occasionally con#ain limestone fragments, limestone seams ar Cayers, calcareous nod�les,
calcareous deposits, iron stains and ironstone nodul�s. .
The �arious clayey soi[s enco�ntered in #he borings had tes#ed L�quid Limits (LL) of �� to 76 with
Plasticity Indices (PI) of 20 to 53 and are class�fi�d as CL ar�� CH according to the USCS. The
various dayey sails �ary from saft to hard in consisfency wi#h pocket penetror�eter readings o€ 0.75
to over �.5 tsf, Tested soif dry unit weight and unconfined compressi�e strength values range #rom
94 #0 116 pcf and �,390 to 15,480 psf, respectiuely.
Tan iimestone is next present in Bnrings B-1, B-2, B-3, B-7, B-8 and B�� at �epths of 1 to 97 feet.
The fan limesfone occasiartally occurs fractured anc{ can�ains clay seams and [ayers. The tan
limes#one is moderately F�ard to very hard (rock basis) with Texas Cone Pen�trorrieter (THD)
values of 5/8 to 3 inches vf penetratior� per 1 QO hlaws.
Gray I�m�stone ►rvas next encour�tered in Barings B-1, B-2 and B-3 at depths of 8 to 20 feet and
cort#inued thrat�gh boring t�rmination af depths of �5 to 30 feet. The gray limestone occas�ona�ly
contains sha�e seams and layers and is maderately hard to very hard (rock basis} with Texas Cone
Penetrometer (TH�) �alues of 1 ta 3s1 inches af p�netratian per '[�0 hammer bfQws, Gray shale
wit� l�mestone seams was next encountered in Boring B-9 at a depth of 13�/ feet and eontinued
tf�rough boring termination at a depth of '15 feet. The gray shafe is rr�oderateiy hard (rock basis)
with a Texas Cone Penetrorr�eter (TH�) ualue af 3'/ inches of penetration per 100 �ammer blows.
3.� Ground-water Obserrratiians
The bor�ngs were drilled using cnntinuo�s flight augers in order to abserve ground-water seepage
during drilling. Gro�and-wa#er seepage was encountered during drialing in Borings B-5, B-9 and B-
�0 at depths of 5 ta 8% fe�t be�ow existing grade. Thes� barin�s were dry at compfetion of drilling
aperations. No ground-water seepage was encauntered during drifling ar at completio� in the
remaining b�rings,
Re�ort No.103-79-330
c1viJ �rrG�rrE��az�vc, i�re.
:�J
While it is no� possible ta accurately predict the magnifude of subsurface water fluctuatian that
r�ight occur based upon #hese shor#-terr� observations, it should �e recognized thai gr�und-water
conditions will �ary vuith fluctuations in rainfaif.
F��ctuafions of the ground-water� levei can accur due to seasonal variations in the amounf of
raintall; sife fopography and runoff; hydraulic conclucfivity o� soil strata; and ofher factors not
evideni at the time the borings wera p�rFormed. Grour�d-water can flow through joints in fhe c�ays
or atop/within the iimestanes and should be considered when developing the design and
canstruction plans for fhe praject.
1Nater tra��ling thro�gh the soii (subsurface water) is ofte� unpradie�ai�le. This co�ld be due to
seasonal changes in ground water and due to the unpred�cfab[e nature of ground-►nrater paths.
Tf�erefore, it is t�ecessary durin� consfruct�on for the contractor #o be observan# for ground-vvat��
seepage in excavations in order to assess the sif�ation and take appropriate action.
4.0 VAULi FOURlDAilORl�
4.1 Generai �oundaiion Considerations
Twa independent design eriteria must be satisfiec! ir� the selecfion of the type of founc�ation ta
s�pport the proposer! vault structures. First, the ultimate �earing capacity, reduced by a sufficieni
factor af safety, m�st not be exceeded by the bearin� pressure transferrec{ to the founda#ion soils.
Second, due to consolidation ar expansion of fhe unc�erfying soils during the operating life of the
structures, to�al and differential ver�icaf movements must be withi� ta�erabie limifs.
4.� f�!!a� Foundatio� — Vaults
A.2.9 Foundation D�si.qn Cri�er�a
A reinforced concrefe ma�/slab foundat[art may be used to s�rpport structura! foads fior the befow-
gracfe vault structures. Mat type foundations should be a min�mum of 2 fieet in least dirnensian, but
must be widened as required, based on ailowable bearing capacity gi�e� below. Matlsl��
foundafions placed on the order of 9 to 16 feet below existing grade within the various clays may
be designed for an allowable bearing capacity of 2,000 �psf. Mat foundations fnunded aiop or
wit�in the tan or gray iimestone or gray shale may b� d�signed for an aliowabi� b�aring capacity af
7,OQ0 psf.
Report No. 7U3-49-330
CMJ ENGfNBEWNG,ZNC.
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The alEowable fo�ndatinn pressure given above is for the maximt�m pressure induced by the
foundation loads, and not the av�rage pressure under the fourtdatian base. During cons#ruction,
clos� observa#ion of soils st�-eng�h shoul� be conclucted by a geotechr�icai engineer to allow
designa#ion and remo�a[ of �ery so�t nr laase sails not rrje�ting the i�earing capacities stated
above. The mat design should incorporate the patentiaf fnr hydrostatic upliff e�fects af a sf�allow
rrvafer #able. For purpases of hydrasiatic upli�t design we recommend a graund-wafer level at the
surface,
Exca�ation during constr�actinn for the va�lt foundation base may rreed to incarparate dewaterir�g
ta iceep the exca�ation free of excess water. In addition, th� water table shoufd be [owered to a
cEePtf� o� 2 feet below t�e propased exca�ation. Depending on the time af year and th� genera[
weather eondi�ions, fhe excavation and placement of the matfsla� foundation may be in a
saturafec� sail conditiar�. If the construction occurs in a wet condifiion, issues of dewatering of
excava�ions, strength/stability af side slopes, anc� disturbance of bearing materials became
importanf. Dua to the variability of moistUre car�dition, the presence of excess rnoisture i� soils
cannot be pred�cted.
The abave values contain a safety factor of three (3), Mat foundations pro�or�ioned #ar this �alue
shoufd experience a to#al settlement of 1 inch ar less, and a dif�erentiaf sett[ement af �/ inch or
l�ss, after construction.
4.2.2 S�read/Maf Faundafion Construction
Spread fo�ndatio� consfruction should be monitnrec� by a representative of the geotechnical
engineer to observe, among other fihings, #he fol�ovsring [tems:
� ldentificatior� of bearing material
e Adequat� penetration of tf�e faundation excavation into the i�earing layer
� The bas� and s�des of the excavafinn are clean of loose cuttings
o If s�epage is encauntered, whether it is of sufficiant arnount to require the use of
excavatian dewatering methods (sho�ld �e anticipated)
Precautians should be ta[cen cluring the placement of reinforcing sfeel and concrete to pre�ent
laas�, exca�ated soil from fafiing into the excavation. Concrete should be placed as soan as
Repart Nn. 'I 03-19-330 CMJ E�TGiNEERING, INC.
6
practical after completion of the excavating, c�eaning, reinforcing steel placement and observation.
Excavatian for a spread foundaiion should �e fil�ed witi� concrefe before fhe end of the workday, or
sooner if requirsd, to prevent d�teriaration af the bearing material. Prolonged exposure or
inundation of �he bearing surface with water will res€�It ir� changr;s in strengt� and compressibility
characteristics. If delays occur, fhe exca�ation should be deepened �s necessary and cl�aned, ir�
arder tn pro�ide a fresh bearing surfac�. If more than 2� hours of exposure of ti�e bearing surface
is anticipated in the excavafion, a rnud s[ab shauld b� used to pratect tE�e laearing surFaces. !f a
mud s�ab is usecf, the #oundafion excavations shouid inifFally be over-excavated by a�proximately �4
�nches and a Iean concrete mud slab of a�proximafely 4 inches in thickness should be placed `[r�
the bo#tom of fhe excavatians immediately foilow�ng exposure of the bearing surFace by
excavation. The mud slab will protecf the bearing surface, maintain more unifarm moisture in the
subgrade, fac�litate dewaterir�g o'F exca�afio�rs if required, and pra�ide a working surface for
placement of formwork and reinforcing s#eel.
The concrete should he placed irt a manner that will pre�ent the concreie fror� sfriking fhe
r�inforcing steel or t�e sides af the excava�ion in a manner that would cause segregation ofi the
concrete.
5.0 ��LOI� GRAUE'Id1��LL R�C019dYlid�Ei�DA`I"iORS
�.'i �ateral Ear�h Pressure
�. � .1 General
The belaw-gracEe walls mus# be designed for fateral pressures includir�g, but nof necessarily I�mited
to, earth, water, surcharge, swe!ling, and vibration, In additian, the lafera� pressures will be
influenced by whe�her the bacEcfilE is drained or undrairted, and afaove or below the ground-wafer
ta�fe.
5.1.2 Equivalent Flu�d Pressures
Lateral earth pressures on retaining walls will depend nn a �ariety of factors, including th� type of
soils behind the wall, the enndition of the soils, and the drainage condifions �ehind the wall.
Recommended lateral ea�fF� pressures expr�ssed as equi�aient ffuid pressures, per foof of wall
height, are presented in Table 5.1.2-1 for a wal[ with a level backfl[ hehind the fap of the waiL The
ec�uivalent fluid pressure for an undrained condition should be used if a drainage system is not
Report No, 103-79-33D CMJ EIYGINESItING, Itvc.
7
present to rerno�e wat�r trapped in the backfill and behind tf�e waEl. Pre�ssures are provided for at-
rest and ac�ive ear�h press�re conditions. In order to allovv for an acfive condi#ion the top of the
wal[(s) rrrust deflect on the order of �.4 percent. Rigid walls are not ant�cipated to develo� enough
mavement to rrtohilize acti�e earth pressures.
TABLE 5.1.�-1 — �qui�alent �luid C'�ess��res
At-Rest Equivalent Acfi�e Equivalent
Backfili Mater�al Fluid Pressure (pcf) FEuid Pressure (pcf)
Drained Undrained Drained Undrainecf
Excavated on-site clay or cfay fill � a0 1� 0 85 100
material
Selec# fill, flowable ���, flexible
base, or on-site soils m�eting 65 90 50 85
material s ecifications
Fr�e draining granuiar backfill 50 90 35 8�
material or crushed stane
For t�e select fill ar free draining granular backfill, these values assume tha� a"full" wedge of �he
mat�rial is present behind tf�e wa[I. The wedge is defined v�rhere the wafl backfifl limits ex�end
o�iward at least 2 feet from the base of the wail and then upward on a 1H:2V slop�. For narrower
bacKfill vvidihs afi granular ar select fill soi�s, ihe equivalenf fluid p�essures for the or�-site soils
should be us�d_
Flowable fi�l could be ut�lized as bac[cfill. Upon initial placement, flowable #ill is most comparable ta
a select fill ir� terrns of at-rest earth pressures only. Thus the ec�u��alenf f[u�d pressures provided 'm
Taf�le 5,1.2-� for select fill backfill for ihe af-rest condition shou�d be utilized. After #he flowable fill
E�as set and hardened, l�teral earth pressures are greatfy reduced, fo an ihe orcier of (ar less than)
the parameters given fior free draining granular back#ill for ��ther active or at-resf conditions.
5.1.3 Additional Lateral Pressures
The lacation and magnitude of permanent surcharge loads (if pres�nt) shauid be dete�mined, and
th� additional pressure generated by t�ese loads such as the weight of co�struction equipment
and v�hicular laads that are used at ihe fime the structures are being built must also be cansidered
in the design. The efFec# of this or any o#her surcharge loading may be accounted for i�y adding a�
aclditiar�al ur�iform load to the full d�pth of #he side walls equivafent to one-half of the expected
�ertical surcharg� intensity for select �ackfill materials, or equal fio fihe full ve�tical surcharge
Repart No.103-19-33� CMJ �NGINHIItING,INC.
8
in�ensifiy far clay backfill. The equivalent fluid pressures, given h�re, c!o not include a safefy factor.
Analysis of surcharge loads {i€ any) shouEd be perFormed on a case-by-case basis. This is not
included �n the scape af this study. These services can be providecf as additional services upon
request.
5.� !!Vall Backfill Materia� Requiremen�s
Free Draininq Granuiar Backfill: All free draining grar�ular walt backfill materEal sho�ld �e a crushec!
stone, sar�d/gra�el mixture, or sa�dlcrushed stone mix�ure. The materia! shoufd har�e iess than 3
percent passing the No. 200 s9eve anci less tf�an 30 percenf passing the IVa. 40 sie�e. T�� rr�inus
No. 40 sieve material should be non-pfas��c. Grar�uiar wail backfill should not �e water jetted
during instaflation.
Seleet Fil[: All walf select backfill shauld consist of clayey sand andlor sandy clay material witE� a
,
�lasticity index of 16 or Eess, with a Iiquid limit not exceeding 35. The select fill should be placed in
maximum 8-inch lifts and campact�d #o bet++veen 95 and �00 �ercent of S#andard Proc#or der�sity
(ASTM D 698) within a moisture range of plus to minus 3 percenfiage poinis of the optimum
moisfure. Compacfion vvithin five feet of the wails shoufd be accomplished usi�g hand compaction
equipmenf ar�d shou�d be campacted between S0 and 95 percent of the Standard F'roctnr Densify.
Ffowable Backfill: Item �401, Texas Depar,tmenf of Transportation 5tandard Specifications for
Construction and Maintenance af HEghways, S#reets, and Bridges, 2014 Edition.
On-Site Soil �ackfili: For wall backfilE areas with site�excavated materia[s or simifar imported
materials, afl oversEzed fragments larger than four inch�s in maximum dimension should be
remaved frorn the backfill cr�aterials priar io placem�r�f. Thc bac�cfiil shoulc! be free of all organic
and deleteriaus materiafs, and should be pfaced in maximum 8-inch cam�acted lif#s af a minirnum
of 9� perceni of Standard Prockor density (ASTM D G98) wifh�n a moisture range of plus ta minus 3
perc�ntage points ,of aptimum moistu�e. Compac#ion lNftllitl five feet �f the walls should be
accompfish�d �tsing hand compaction equiprnen�, and should i�e befween 9D and 95 percen� of the
Standarcf Proctar Density.
Crushed Stone Backfill: Meeting quaiity and grac�ation requirements of ASTM D 4�48: No. 467, 57,
67, or similar gradation.
1�8J701i NO. 103-99-330 CM� ENGI1�iEERIiVG,INC.
9
FlexiE�le Base Backfill: Crush��d Stone Ffexible Base — Item 247, Typ� A, Gracfes '[ or 2, Texas
D�parfiment of Transpartation Standard Specifiications for Canstruction of Maintenance of
Highways, Streets, and Bridges, 20�4 �difian.
5.3 Below-Gracie 9rainage RequEremenfs
!n ord�r to achieve the "drained" condition for lateral earth pressure'For fow-permeability walls and
below-grade structures, �concrete, masanry, etc.}, a r�ertical drair�age blanket or geocamposife
drainage member must be installed adjacent to the walllsfructur� an the backfill side. The
drainage must be cor�nected to a� outl�i drain a� the base of the wall, or ta a sumplpump systerr�.
Dra�ns shoufd be properly filtered to minimize the potential for erosion fhroug3� fhese drains, andlor
the plugging of drair� fines. D�sign or specific recommendations for drainage members is beyond
the sco�ae for this study.
5.3,1 Buoyancv Fff��ts
Buoyant �ff�cts m�st be cor�sidered, Unless a permanent drainage sys�em is pro�ided, the be�auv-
grade structures shouEd be designed to wifhstand full hydrasta#ic pressure �elaw the ground-water
table. We recommencf a water table at the surFace be assumed for these calculations. For
buoyancy calcu�afi�flr�s, the unit weight o�f submerged sails can be ass�med as 6� pcf.
6.0 TRE�CH 1 �ORE EXCi4VA�lOi��
G.1 �xpected Su�surface Canditions
The r�arious soif materials encountere� in the borings can be exca�afed using con�entional
earihwork equiprnent, Caving is passib[e in #he clay fii1ls as encountered in seiecf borings. ln
addition, the tan and gray limestones and gray shales are moderately hard to Wery ha�d (rock
basis). Hea�y-duty spec[aliz�d equiprr�ent such as a D-9 wifh singl�-too#h rippers or line drilling will
be r�q�irecf to exca�ate through the limes�one materials. In addition, overexca�ation shauld be
anticipated within the malor lirrtestone and shale units. O�er�xca�ation may resu[t fram large
blocKs or chunks fareaking along either weathered ar c9ay seams bey�nd the planned excavation.
6.2 Open Cut
The trench excavations should be perFormed in accordanc� with OSHA 5afety and Health
Standards (29 CFR � 92E/1919}, Subpark P. It is expected ��at near vertica� excavation walis will
Report No. 9U3-19-330 CMj ENGtN�l�ttiNG,TNC.
10
be possible within the surficial clays fo 5-foot de�ths. Where excavations occur through granular
sails, loose sands, or submerged soils (or non-compacfecf filf, where encounfered) if will be
necessary �a either slope the �xcavation s�c��walls or provide temporary bracing fo control
excavatior� wafl instab�lity. ]n additian, far excavatians d�eper than 5 feet, the excavation sidevvalis
must �e slopecf or temporary bracing must be provided, regarcfless af the sail eanditions
encountered.
lf o�en trench cuts are performed vv�thin 1.25 times the trench depth of any surFace structure,
trench sharin� (no# trench boxes) shoulc� b� used within open trencl� cuts perfortned within t�is
distance. Hydraulic shoring struts $�ould be �sed and ir�stalted during exca�ation as needed to
provid� full iateral support fo verticaf tre�ch sidewalls, and thereby help recluce lateral graund
mavements near existing str�rctur�s. A pre-cor�s�ruction conditior� su�vey should be perFormed
prior to beginning excavatian near any structure �hat cQuid be affected by the tr��ch �xcavation ta
verify existing conditions (exis#ing distress) priar to constr�rction. Construction moniforing should
be perforrr�ed to verify that existing ��ruc#�res are not impacfi�d or damaged �y construction
operations.
6.3 irenc� 1 Bore Pit �ewafiering
Ground-water conditions can vary with seasonal fluctuations in rainfall as previously discuss�cl.
Gantrol�ing fhe ground water �s essential to construc#ion of the force main, if encountered during
construction. Failure ta confro� ar�y encountered ground-wafer could resu[t in #rench wall co�lapse,
trench bottorn heave, an unstable trench bottom and detrirnental pipeline setfilem�nt, and pipe
deffec�ions after �ackfilling. Ground-rrvater levels should be maintained a'� least twn feet below the
base of t�e excavation for the f�ll term of constructior�. Pro#ection of th� open excavatians should
be pro�ided dUring periods of moderafe to heavy rainfall, as su�ace water wili most likely channel
and coilect in �h� excar►ations. T�e water le�el should be lowered prior �o excavating and should
be maintained at this lowered level unti� the pip� tr�nch is bac�filled. !# is fikely that seepage may
�e controlleci by means ofi collectian ditches, sumps, and pumping. Hovve�er, in the eWer�t fhat
water infiitration rates are h�gh, it may be necessary to ins�afl a more elaboraie dewatering system.
The cfes�gn af any dewatering systern required is fhe contractor's responsibiiity.
6,4 SoftlLoose Trench Bottom Conditions
Control of grounr�-wafer as discussed above is the key to avoiding an unsfab[e #rench �ottom as
previously discussed. Unstabie trench bottoms are consic�ered to be� uns�itable f�r support of the
Report No. 1Q3-79-330 CMr �GINEERING, TNC.
11
�roposed water tines. Soft clays could accur where ground-water is �resent. In any areas where
unsu�#able bearing materials are encour�#er�ci af the planned invert eGevation, the trench batfom
can be prepared using fhe foilo�rving mefhod:
• Under-c�i �o a suitable �earing s�abgrade and re�lace with a structural compact�d fill. The
over-excavatian shauld e�end laterally a distance of at least � foot beyond the edges of the
pipe, and then at least 1 foot latera[ly fior every 1.5 feet of fill required ben�afh �he pipe.
The over-excava#ior� backfi]l should be corn�leteEy surrounded with a geotextile cvnsistirtg
oF Mirafi �4DN or equivalent. T�e backfi�l shoufd eons�st of a free draining aggregat� {i.e.,
sands, gravels, crushed fimestane, or crushed concretej appraved by the geoi�chnical
engineer. The backfifi should be plac�d in maxirr�um 9-inch laose lifts and taniformly
compacted to a minimum relative density of 65 parcent as de#ermined by �est me�hods
ASTM � 42a3 and D�4254.
6.� Trench Backfil�
To assure adec�uate base support for the pipe, it is recommended tha� f�edc�inglembedmen�
mater�af be placed around the pipe, fi inches bekow the pi�e, and 'I2 inches above �he pipe. If
concern exists of native backfill abave fhe emb�dmer�t migrating intn the more coarse embedment
(and causing backfill settlemer�t}, a filter cloth is recomr��nded at the embedmen#Inative soif
interface. The filter clath should cover the entire 'rnterFace and up through the sidevtirall a mi�imum
of 1 foo�.
Bedcfing material may consist of gravel/sto�e from �" to No. 1 p sieve size. Gravel should be
consolfdated upon placement by rodding or pneumatic vibrafion methoc�s. Such rnethods shoul�
not cause harm or c[istress to the pipe. The filter cloth should be TenCafe Geosynthetics Marifi
9A�QN or equivaient.
Sife excava#ed rnaterials are general[y considered suita�afe for use as baekfill above tf�e pi�e
bedding materials, All trench �aackfill should be free nf deleteriaus r�aterials. Us� of rock
fragm�nts greater than 4 inches in any dimension should be prohibited, s9nce a�taining a ur�iform
moisture an� d�nsity without vo�ds rrvou[1d be difficult. Backfill should be compacted in maximum 8-
inch laase lifts at a rninimum af 95 percent of the Standard Proctor density (ASTM D 698}. The
uncompacted lift th[ckness should be reduced to 4 inches for structure �ackfiA zor�es requiring
hand-operated parr�er compactors ar small self-propelled cornpac�ors.
Report h[o. 103-99-330
CMJ ENGINEERI[VG, TNC.
12
Clay soifs having a Plastic�ty �ndex greater than 20 s�ould l�e� compacted at a maisture content
�
ranging from 0 to plus 4 percenfage �oints above the optEmum mnisture content. Granu�ar soils
ha�ing a Pl I�ss than 20 shoulc! be compacted at a rnoisture content �anging from minus 3 to plus 3
percentage points ofi the optirnum moisture cont�nt. Jetfiing to cornpact the pipe backfill should nfl�
be allowed. in areas where sett�ement of the hackfill m�ast be closely controlied, fhe trench
excavation should be backfii�led wifh eitner c�menf stabiifzed sand or fiowable concrete having a
28-day compressi�e strength ranging between 5� and 200 psi,
6.6 Trench Backfili Seiflemenf
Seitlement of the bac�tfill soils should be anticipated. lt is anticipated that properly compacfed on-
site clay �ill soils wifl settle betw�en about 1 and 2 percent of il�e fil� thickr�ess, For example, 10
feet of fill wou�d be expected to settle on the arder of 1.2 to 2.�4 inches.
The trench backfill cauld be over-bu�lt in order �o recfuce the pofenfiaf for a surFace depressian
alang th� firench centerline. UVe recommenc! the backfili be c�owned, The centerline of the
excavafiorr should be over-bui[t f�y one foot and sloped down to match grade at fhe edge of the
excavation.
6.i Provisions to Reduce Backfilf Setffemen�
Field testing will be a critical element in controlling the compac#ian of the �ackfiil ta limit settlement.
All trench backfilling in these critica! areas shall include fuEl-time observation of soi] compact�on by
an experienced geatechnician u�der the superrrision of the geotechnical �ngineer. The contractor
should provide protection for the festingl�nspection personnel whi{e workir�g in the trer�ches, and
shall move the �rotective shieldlshoring such fhat areas to fae tested are readily accessib[e. Th�
compacted maistureldensity of afl backfill soils shauld be t�sfied a# a rate of one test per 900 �inear
feet of trench, for each lift of filf placed, d�ring campactian. Digging thraugh existing !if#s af backfiill
to access and test ur�derlying fifts should nat �e alla�rued.
I� addifion, to fimit settlement, where crushed stone materiais are used as pip� b�ddit�� materials,
the;y sY�ouid be wrapped witt� a suitable geofextile fo limit the intrusion af fines into the crushed
stane material.
Repart No. 903-99-330
cMr �G�M����H�, �Nc
93
6.8 �orelTunnel Considerations
Borel#unnel excaua#ions are g�neral[y anticipated to encounter firm to hard clays overiying tan and
gray limestones and gray shaEes. Ground-►nrater could seeP info bore/#�nne� excavations, and
sk�ould b� anticipated. The top nf the limestones vvill serve as conduits ta direct water towards the
bore exca�ation. Wafer se�page can deGrease the stability of the borelfunnel excavation a�d
res�[t in ground subsidenc�. Proper de-watering, as discussed above, is imperafir�e for excavatiort
s�ability. The underiying fan Gmestone and gray limestone and gray shafe is anticipated to consist
of relatively good materiafs for boring and tunneling, albeit the rock material can be very hard, with
tesfed uncanfined compressive sfi�'engths an the arder af 350 kips ar higher.
I# is recommen�ed that the borel tunnel cantractor be made aware of these potential variab�liti�s.
A contractor experience� in tt�r�neling in th� DFW area will understand t�e �arnifiicafiions of the
al�ove discussion.
7.0 I��RT�il�d�RK
7�'I Site Preparafian & Field T�sting
The subgrade shauld be firm and �ble to support the construction equipment without displacement.
Sof� or yielding s�bgrade snould be correc�ed and rnade stable befare construction proceeds. The
su�gra�e s�auld be praof rolled fo detect saft spots, WI11CF� Ifi BXfSt, shauld be excavated ta pra�ide
a firm ar�d otherwise suitabls subgracle. Proof rvlling shoufd be perFormed �sir�g a heaWy
pneumatic t9red roller, loaded dump truck, or sim�lar piece of equipment. 7he proaf ro[lir�g
operations s�auid be abserv�d by the project geatechnical engineer or hislher representative.
Prior to fil[ placemeni, the subgrade shoufd be scarifEed ta a minimum depth of 6 inches, its
moisture content adlusted, and recompacted ta the rriais�ur� and density recnmmended for fifl.
Fill materia�s should be uniform with respect tv material type and mois�ure content. Clods and
chunks af material should he hraken cfow� and the fill materiai mixed by disking, blading, or
plawing, as necessary, so that a material of unifarm moist�re and density is obtaine�i for each lift.
Water required for sprinkling to bring t}�e fill maferial to the proper maisture canten# sho�ld be
applied evenfy ti�rough each layer.
Soil fii[I rrraterial should be campacted to a minirrtum density of 95 �ercent of max�mum dry density
as c�etermined k�y ASTM � 698, Stancfard Practor. Graded sfone should be compacted to a
ReporE IVo. 9 03-79-330 CMJ ENGINEEILTNG, TNC.
14
minimum af 70 percenf relative density per ASTM D 4253 and D 42�4. In conjunc#ian with the
compaciing o�eratio�t, the fill mai�riaf shauEd be �roug�t io the proper moisture content. The
moisture content for general earth fii� should range from 2 percentage points b�low o�timum to 5
percentage poinfis abo�e o�timum (-2 to +5}. T�ese ranges of moisture cantents are given as
maxim�m recommend�d ranges, For some soils and under some conditions, the contractor may
have to maintain a more narrow range of maisture conter�t (within the recommended range} in
order #� consfstently achieve the recor�mended density.
Fiefd cfensity tests should be faken as each lift of fill material is placed. As a guide, one field
density test per I�ft for each 5,000 square� fee� of compacted area is recommer�dec#. Far smali
areas or critical areas ti�e frequency of testing may need to be increased to one tes� per 2,500
square feef. A rr�inirnum of 2 tesfs per li�t should be required. The ear�hworic operafions shaulc� be
observed and tested on a continuing basis by an experienced geotechnician woriting in conjunction
w�th the project geofechnical e�gineer.
Each lift should be com�acted, tested, and approv�d b�fore another lift is added. The purpose of
the fielc! density tests is to pro�ide some indication that uniform an� adeq�ate compaction is being
obtained. The aetual quality of the fill, as compacfed, should be the respons�bility of the contraciar
and satisfactory resuits from #he tests shot�ld �ot be cons�dered as a guaranf�e of the quality of the
contrac�or`s filling operations.
7.�, �xca�ation
T�� side slopes of excavations through the over�urden soils shoufd be mad� in s�eh a manner ta
provide for ti�eir stability d�ring cons#rucfion. Existir�g structures, pEpelines ar other faeilities, which
are constructed prior ta or during the curr�nfily proposed construction and vvhich require
excavafion, should be protected fram loss a# er�� bearing or Ia�eral support.
Temporary cor�struc#ion slapes andlor permanent embankrr�ent sfopes should be protected from
surface runoff water. Site �rad�ng should be c�esigned to allow drainage at planned areas where
eros�on protectio� is provided, insfead of a1lovrring surface water to ffaw dowr� unpratected slopes.
Trenc}� safefy recommendations are beyand the sco�e of ihis repori. The contractor rnust corr3ply
with a!I applicab[e safety regulations concerning trench safety and excavatiar�s including, but nof
limited to, 05HA regulatior�s.
Report No.103-15-330
CMJ EIVGIItiiHERING, INC.
15
�'.3 Soil Carrasion Po�entiaE
Specific testing for soil carrosion potential was not included in ihe scope a� this sfudy. Howe�er,
�ased upon past experience an other pro�ec�s ir� the vicinity, �h� soils at this site may be corros'tve.
Standard construction prackices for pratecting metal or cancrete pi�e and similar facififies in contact
with these soils sf�ould he used,
7.4 �rosion and Sedimen# Control
Ail disturbed areas should �e protectec� fram �rosi�n and sedimentatian during constructian, and
all permanent slapes and oiher areas subject to erosion or s�dim�ntation shoufd be provi�#ed with
p�:rmanenf eros[an and sediment confira! facilities. All ap�licable ardir�ances and codes regarding
erosion and sedim�nt control should he fo[lowed.
8.n CO�SiRUCTIOf� D�S��tV/�ii�N�
In any geatechnical [nvestigation, the design recomrnendations are based on a lim�ted amount of
informafion about the subs�arFac� conditians. In tf�e anafysis, the g�otechnical engineer must
assume the subsu�fiace conditinns are similar to fif�� concfitions encountered �n the borings,
HoweWer, quite nften during construction anomalies in the su�surFace conditions are re�ealed.
Th�r�fare, i# is recommended that CCtf1J Engineering, Inc. be retained to obs�rve earthwork and
fo�ndatian instaflation and perForm materials e�aluatFon during the constructiort phase of the
�roject. This ena�les the geo��chnicaf engin�er to stay abreast af the pralect and to be readily
aWailable ta eva[uate unanticipated conditions, fio eonduct additional tes#s if required and, when
neeessary, ta r�commend alternati�e solutions to unanticipated conditions. Unfil these
constructiort phase ser�ices are perFormed by the project geotec�nica! engineer, the
recommendatinr�� confained in this repor� on suc� items as final faundafion bearing ele�atians,
proper soii moisture condition, and ofher such su�surface relat�d recommendafior�s should be
considered as preliminary.
It is proposed �hat construction phase observat�an and materials testing commence by ihe praject
geofiechnical engineer at the outset of fihe project. Experience has shown that the mast suitable
mefhod for pracuring these services is fvr the owner or the owner's design engin�ers to contract
directly with the prQject geofiechnical engineer. This results in a clear, direct line �f cnmmunicafian
betwe�n the owner and the owner's design engineers and the geotechnicaf engineer.
Report No. 943-19-330 CMj EINGIAIE$It11VG,TNC.
96
9.0 R�PORT C��SU��
7'he barEr�gs for this study were selected by Kimley-Horn and Associafes, Inc. and staked by CMJ
Engineering, Inc. in fhe field. The locations and eleWations of the harin�s should be car�sidered
accura�e only #o the degree impfied �y ti�e met�ads used in their determinatior�. The boring logs
shown in �his re�ori eontain information related to the types of soif er�countered at specific
locaffons ar�d firnes and shov+r lin�s delineating #he interface between th�se materials. The logs
alsa contain our field representative's inferpretatEan of conditions that are believed ta exist in those
clepth intervals between the ac#uaf sampies taken. Therefore, these boring logs contain both
facfual and interpret�ve i�farmatior�. Laboratory soil class�fication tests were also perF�rmed on
samples from sefected depths in t�e hori�gs. The results of these tests, alang wifh visuaf-manual
pracedures were used �o general�y dassify each stratUm. Ther�fore, it should be understoad that
the classification ctata on tf�e logs o�F borings repr�esent visual estima#es of classifications far thase
par�ions of each straturn an which #he full range of laboratory soil classificatian tests vvere r�ot
performed. It is not implied that these logs are representatiW� o� subs�at�ace car�ditions at other
lacations and times.
With regard to ground-v�rafier conditions, this repart presents data on ground-water levels as they
were abserved during the cnurse af fhe fietd work. In particular, water level reacfings have been
made in the borin�s and temporary oi�serva#ion w�l[s at the times and under conditions sfiated in
fi�� text of th� repart and on the boring logs, it shauid be �otec! that fluctuations in the leuel caf the
ground�water table can oceur with passage of time due to variations �n rainfa�t, temperature and
other factors. Aiso, this repor� does not fnciude long-term quantifati�e information on rates of filoriv
of grour�d water ir�to exca�afions, on pumping capacities necessary to dewater the excavations, or
on me�hods af c�ewatering excavations. Flow�rate estirnates pro�ided in this repor`t should be
considered preliminary. UnanticipatecE soil �ondifions at a construction site are cornmonfy
encountered and cannot be fully predicted by mere soil samples, test borings or test pits. 5uch
unexpected conditions frec�uently requ�re that additior�al expe�ditures be made i�y the owr�er to
aftain a properly desigrted and constr�cted project. Therefore, pro�ision for some car�tinger�cy
fund is recommenc#ed to accomrnoda#e such patenfiiat �xtra cost.
The analyses, conclusions and recommendations contained in t�is repor� are based on site
conditi�ns as they exisfed af tt�e tim� of aur field Envestigation and f�arther on �h� assumption that
Report Na. 903-'f 9-330 CMJ E�vGt[v���uNc, I�lc.
17
the explara#ory borings are representative af the subsurface conditions throughout the site; that is,
the subsurFace condition� everywhere are not significan�ly different from ti�ose disc�osed by the
borings at the time they were campleted. If, during construction, differerti subsurfaee conditions
from those encountered �n our borings are o�se�-v�d, or appear to he present �n excauatians, we
rnust be advised prompt�y sa tha# we car� re�iew these canditions and recansider our
recommendations where necessary, If th�re is a substantial lapse of ��me be#ween submission af
this report and the start af fhe work at th� site, if cc�nditians ha�e changed due eifher to natural
causes or to constructian operations at or adjacent to the site, or if struc�ure locat[ons, struct�ral
loads or finEsh grades are changed, we urge that we be prompfly informed and re#ained fo r��iew
our report to def�rmine the applicability of the conc[usions and recommendatians, cor�sidering the
changed cor�difians and/or iime lapse.
Fur�her, it is urged thaf CMJ Engineering, Inc. be retained to review fi�ose portions of the plans and
specificat�ons for this particukar project that pe�ain to earthwork and faundations as a means to
determine whether the plans and specificatians ar� consistent �ith the recomrnendatiar�s
centained ir� t�is repart. fn addition, we are available to observe consfiruction, particularly the
�ampaction of struc�ural fi[I, or backfill and th� construction of foundations as recommended in the
report, and such other f�eld observa#�ons as might be nec�ssary.
The scope of aur s�rv�ces did not incfude any environrr�ental assessment or investigatian for the
presence or absence of w�tiands or ha�ardnus or toxic mater�als in fihe soil, surFace w�ter, ground
wa�er or air, on ar below or arounc� the si�e.
This report has been prepar�d for use in develaping an o�eral[ cEesign cancepi. Paragraphs,
statements, test resc�lts, baring Iogs, �iagrams, etc. shauld nat be faken out af context, nor utilized
withat�t a knowledge and awareness of their intent wi#hin the overall concept of tl�Es report. The
reproduction af ihis report, or any part thereof, suppl�ed to persons other than the owner, should
indicate that this study was made for design purpases ar�ly and that �e`rifica#ion of the suhsurFace
conditians for purposes of deterrnining difficulty of excavation, frafficability, etc. are respansibi�ities
of the contractor.
This rep�rt has heen �repared for th� exclusive use of Kim�ey-Horn and Associat�s, Inc. for
specific applicatian to design of fhis project. The only warra�ty made by us irr cor�nec#ion with the
services provided is �hat we har�e used that degree of care and skill ardinarily exercised under
K�pvrt No. '103-79-33� CMJ ENGINE�nr[vc, THe.
18
similar canditions by reputabfe members of aur profession pracficing in the same or similar locality.
Na other war�anfy, expressed or implied, is made or intendecl.
*�**
Report No. 'f 03-99-330
CM] �IVGINE�AIIVG, I�vc.
49
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Major pivisions �ym: Typical Names Laboratory Classifrcafior� CriterEa
� N� We11-graded gravels, gra►+e1- � p� �Q�Q�Z
ro Qy � C71N sand mixtures, liitEe or nq v, C�� ----- greater than 4: C�- ------------ hetween 9 and 3
rn � a fines 'N ��o D�o x Deo
�c rn` � aU �
� � ��s
� .N � � Poarly graded gravels, gravel '�o � � �
� �� U� GF sand mixtu�s, litfle or na �' cn �� Nof ineeting afl gradation requ9rements for GW
�.
'u, v� a� w fines � �- cj m
�
7 7 f0 �vl p C� �"O
� � � 'd' r-+ U 01
`� C7 �- d�+ a �; ��� Li uid and Plastic lim�fs
o � Z G o Silfy gra�eis, gra�el-sand-siit N c� �? �� g „„. �i�uid and piastic lim�ts
N ��;,, £ GM v'N beiow A I�ne or P.l.
����� mixtures �; :� greater than 4 p�atting ir� hatched zone
Z ,� ��� � � a � between 4 and 7 are
�, a � " •`� � N o ' `� borderlirre cases
' � � � � Cfay�y gravels, gravel-sand- 'N "' •' `� �iquid and P�astic limits
o � �' � ° „ „ . requiring use of duaf
�n �, a � a GG c o � m abo�e A Ime with F'.I.
-o � � � a. clay mixtures �� z c c symbols
�, � ¢ C ; � greater fhan 7
c m � Y : �
,� y :
� ,_, �. ^ D � : , O
a� •� �' � WeN-graded sands, gravelly "- � : ; °Q �co ��30�a
� q� � � � SW � N C� p--- greater thart 6: GG -------------- �etween '[ and 3
� � � ,� �. sands, fittle or no fnes � ,a �jex p60
0 y f0 d c
(J E t!! v1 C � o
fl? '� C i 'II '� � :
� ° � � � Paorly graded sands; m ° �; � �
,� ��N � v SP gravelly sands, litt[e or no c� ;;' ? Not meeting all gradafion requirements for SW
r � � � finas � � a`Ui a .:
C 'C �•� O O Q- N C
� {C4 f4 .d' '�'�O Vl Qf � � f5
�� *- o, �g �� Q Liquid anc� Plastic limits
`o �� ,� o SM Silky sands, sand-silt mixtures c�� L� r.� be[ouv "A" line ar P.1. Eess
� " � Liquid and plastic limits
� ,� �� m N � Q o� Q o fhan 4 plottittg betweer� 4 artd 7
� '� �� a o N-' � n are borderiine aases
� b•U � �_� Liquid and Plastic limits requiring us� of dual
o � m S� Clayey sands, sand-clay ��,� a�ove "A" line wEth P.i. symbols
� � � mixtures � v N
.., a �, ,� � greater than 7
� ❑o �
Inorganic silts and r►ery fine
,� sands, rock flaur, silty or
� M� clayey fine sands, or clayey
�, � silts wifh sfight plasticity
�. r Sq
� °� Inorganic clays of faw ta
�� � v m�dium plasticity, gravelly
o ��' ��' C��yS, sandy clays, silty clays, 5q
N � 'E and lean clays
ci � � CH
z �
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� � Organic sElfs and organie s�lty �o
�� OL days of low plasticify �
•d � C
� � �34
�� o lnorganic silts, rnicaceous or N
'� �`� � MH diatomaceous fine sandy or � OH a d MH .
�� y� silty soils, elastic s[Its 20 o-�
�
i�i � c4 �
� v � CL
� � v C� Inorganic clays of high
� � �' plasticity, fat clays �
� �� 4 fKL a d OL
� s Organic cfays of inedium to po �0 2o so ao so so 7o sa so �oo
� � �H high plasticify, arganic silts
...
Liquid Limit
.� �� .�' Peat and othar hi�hiy organic PEasticity Chart
= o a Pf soils �
�JiVI�IE[i S�iL CLA��fFICAiI�N SYS7�f� P�,,�i� A.2
SQI� AR ROCK TYP��
o�
� � GRAV�L �.�AN CLAY C.IMESTQNE
� �
. �• • �
� � � SANb � � � SANDY — SHALE
� � �o �
SILT SIL.TY e " . SANDST�NE
.
CLAYEY H[GHLY �pNGL�MERAi"� Shelby Auger sp�it Rock Cone No
PLASTIC CLAY T�abe Spoon Core Pen Reco�ery
T�RI�YS ���CR[�INC Ctl�4Sl�,Y�NCY, COP��I�tON, r4f�D �iRUC�UR� 0F SC�I�
�iC18 GI'�iCl�d 501�5 (More ihan 50% Passing No. 2oD Sieve}
DescYiptive Item Peneirrometer Reading, {isf�
Soft O.Q ta 1.�
Firm 1.0 ta 1.�
Stiff 1.5 ta 3.0
Very StifF 3.Q to 4.6
Hard 4•�+
�Oal'Se C'sl'�111eC� S41�S (Nfore ihan 50% Retained an No. 2D0 5ieve)
P�n��ration Resistance Descriptive Item Relative Density
(blaws/foot)
� io A� Very Loase � to 20%
4 to 10 Loose 2D to 40%
'!Q to 30 Nledi�m C]ense �40 to 70%
30 #0 50 Dense 70 to 9D°fo
Over 50 Very Dense 90 ta �00°/0
Soil Structure
Cafcareous Contains appreciabfe deposits of calcium carbonate; generally �odular
Slickensided Having inciine� pfanes o# weakness t�at are slick and glossy in appearance
Laminated Composed of thin fayers of varying cofor or texture
�issuretE �ontaining cracks, sarr�etimes fil[ed with fine sand ar si�t
Interbedded Composed of alternats layers of diffe�rent soif types, usually in appraxirnately equa� praportions
�'�R�lIS ���CRIBlI�(9 �'bYSEC.�►L P��P�FtiIES O� R��K
Hardness a�d De�ree af Ceme�ta#�on
Very Soft or i'lastic Can be remolded in hand; corresponds in consisfency up to very stfff in soils
Soft Can 6e scratched with �ngernail
Mod�ra#ely Hard Can be scratched easily with knife; cannoi be scratched with fingernail
Hard I�i�icult to scratch wifh lcnife
Very Ffard Cannot be scratcheci with knife
Poorly Cet�ented or Friable �asily cr�amhled
Gemented Ba�nd toge�her by chem9ca[ly precipitated material; Quartz, calcite, dolomite, siderite,
and iron oxide are common cementing materials. and iron oxide are common cemen#ing rr�aferials.
Degree of Weathering
Unweatnered Ra�k 9n its riatural atate before being exposed to atmospheric agenis
Slightiy Weathered IVoted predominantly by color change with nv disin�egrate� xones
Weathered Complete calor change with zones of slighfly decart�posed roa�C
Extremely Weathered Complete calor change with cansistency, texture, and general appearance approaching soil
K�Y TD ��A��I���ATI�P� �►�Ip SYl�9��L5 �L�T'� A.3
CM� 6NGINBE2ING ING
Project No. Borin9 �10. Project �►��ide II fio II[ 7ransfer Water Lines and PR1/s
'iQ3-'I9-33p �-�9 �orfi Wor�tF�, Texas
Lacat9on 1Nater Obseroations
See Plate A.'t Dry during drilting; tlrr'y at compfetion
Gompletion Gompletian
Depth 30.Q" bate 4-29-19
SurFace �levation Type
B-47, wI CFA
LL � � N � 1L
t a � -
� � p � Q o ' -p �
o � � �f�a#um 9e�cripfian o �: � m� o o :� � � � � � � N
U Q ��[n' ry� �=' vi°= ind .NC �� c�iE�
u.! C� Qa�v? cov aE mE roa o� c� �aa
Q.' 0..' f11 Cl. I--� Ll. U3 —! J d J � C � C.i � J a U Il.
CLAY, dark brown, hrown and figh# brown, w! brick �.75 20
fragmants, asphalt fragments, eoncrefe �ragrrrenfs, 3.25 47
wood fragments and limesEone fragmenis, sti�Fto 2 Z3 15 '[08 139�
very s#iff
- soft aba+re 1' 2•D 14
3.25 81 18 43 23
5
3.25 21
SIL'i'Y CLAY, iight brovun and brown, w1 calcareous
depasits, stiff ta �ery sfiff 1.75 22 703 2580
9
3.25 4p 15 25 96
1
L[AAESTONE, fan, very hard
0010,62 '
2 �IMESTON�, gray, hard
0011.12 '
25
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---- CMJ ��G�E��G INC.
Praject 1Vo. Boring No. ['rnject 1�Vtesfside II to 1[I Transfer l�later Lines and PR!!s
'f 03�19-330 ��� Fort Wo�h, Texas
Lacation U►fater Observatians
See Plate A.9 Dry during drrilling; dpy ai compl�tion
Compfetian Completion
�epth ��.Q. Dafe 4������
SurFaae Ele�ation Type
B�3, w! CFA
�
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a a m a� a in a:.a a. :� n. 5� c> >,� � c� �
AS�HAl.7, 8.5 inches thick
Ci.AY, dark brawn, w! limestane fragmenls, firm ta 2.5 63 20 �43 23
siiPf
1,25 23 105 3760
� LIME5TCJN�., tan, ru! clay searns and layers, 'tQUJ3"
moderately hard
d012.25'
1
LIMESTOTlE, gray, wl sha[e seams and layers,
moderately hard to hard 10412"
�
a017.75'
2
Od13.75'
2
3 —�._._._.,^^��------�_..._....._._..._.
0011.2�'
LOG 0� BORING NO. ��2 PLAi� �.5
Pro ecf No. �oring No. Project �MJ �`rcr��s�nrcuac.
i Westside �i to f!I Transfep l�i!later �ines and F'RVs
103-99-330 ��� �or� Wo�Eh, Texas
Location Water Obseruatior►s
See Plate A.9 Dry during drifli�g; dry at completion
Comp�etion Completion
Depth 1�.0� Date 4-��-19
Surface Ele�afion Type
8-53, WI CFA
� N 4 ,
.G � 0. 4.. � N � V-
Q- 7+ � � C � o IL p�j �f/f S
o � � �tratum C�e��r�iption o � � mo o � � �-� �,� w � y
� � ���; _ �; � _ ��_ � _ � o� o CQ�
U ❑ �}-, � N � � �`= N �= 10 � .y C °-' (n U C 7
� � mat�—' �in JJ a � c� _ �c� �� �c�a
ASPHA�i, 4.5 inches thEck 4.5� 34 14 2D 12
CliUSH�d ROCIC BASE, 2 inches thick
SIL7Y CLAY, brawn and light brown, wI limesfone
fragments, hard (FILL)
LIM�S70N�, tan, v�/ day seams, moderate�y hard 00/2.75'
5
LIM�SiONE, gray, moderately hard to very hard
10012"•
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Project No. Boring EJo. Project ►►y�stside EI 4o Il[ Transfer� il9later Lines and PRVs
eMJ &�������� IN�.
1Q3-�f 9-330 �-� �'art 1Nort�, Texas
Locatinn Water dbservations
See Plate A.�i Dry c€uring drilling; dry at campletian
CompieEion Campletian
�eptfi 9Q�as Date 4-2�-19
Surface Elevation Type
CME-55, w! C�'A
u� N � •
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O. T� ��p Z o� �ll"' N N V�i
o � � S��°a�um �escrip�ion q o N � �d � a � o .� � � a � � � �
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W C3 a N� �°1 ts'� �� mz7 0 o G,n � o 0
� � ma1- o.cn :�:� a:� n. ��U �� �Un.
� R5PHALT, 2.5 inches thictc
CRUSHED ROCK BRSE, l0 inches thick 4.0 27
CLAY, brown and light brawn, w! calcarE;ous 4.5 68 23 45 16
deposEts and occasianal limestone fragmenks, �ery 4.5+ 16
stiff to hard (possibie fll)
5 SILTY CLAY, IighE brown, olive-brown and light �'� �8
reddish brown, wl calcareous deposits, siiff to hard
4.5+ 37 14 23 16
4.5+ 17 109 3900
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Pro'ect Na. Borin Na. Pro'ect �MJ �n�czH���zHc�Nc.
� 9 1 1Nestside il fA ilI Transfer Water l�ines and PRVs
903�'19-330 �-� Fort I�lo�th, �exas
Location Water Observafions
See P[ate �►.1 Seepage at �' during drilting; dry at com�l�tion
Completion Completion
Depfh .�5.0, DaEe �-2a�-19
Surface �le�ation �'ype
145.0 B-53, rrvl CFA
� N � .
� n a `� c� � u"
a. Q
C p
o � �
� � � �tratum �esceip�i�n � � � � W �'y �
o �� �o o . �'� za �� ;
� � u���: � ni -a _ `—'�_ :� x �.���., rac� � ¢�
U � � C y�j i 7� •U! � U) Q1 .N C ."' N
i.[J Cl � N V? �u !� tx ��� m-o 0 0 �,Q � o a
R' �" 07�}- �Ul .JJ dJ � � �U �..J �U[i..
744. ASF'HA�T, 5 inches thick 9.5 20
743.0 CLAY ! SI�TY CLAY, brown, w/ occasiona� 3.5 21
limestone fragments and cafcareous deposits, stiff 2 p 2Q
to very siiff (possible fifl) Z 25 i 6 9 n9 zOgQ
SIl,1'Y CLAY/ CALCAREOU3 CLAY, tan, w/ 4.5+ 42 1�E 2$ 18
5 calcaraous deposifs, stiff
739.0 -hard be[ow �t'
C�..AY, ofi�e-brown, light brown and gray, wI
accasional calcareous nodules and iron stains, sti�f �,75 32
2.25 32
�
730.0 -��rd below 94' 4.5+ 67 23 44 2� 99 45$Q
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Project No. Boring iVo. Project �fll�stside !I to lil Transier 1�lafer Lines and PRVs �J �'''G�`'EEa�.r� �c.
103y1s-330 �-6 Fort Worth, Texas
Location Wafet Otaservations
See Plate A.1 Dry during dri[ling; dry at com�rletion
Complation Completion
Depth ,��.�� Dafe ���_��
Surtace Ele�ation Type
�36A C{UIE-55, wi CFA
y o
ll-. � d N � �
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Q � � p C O D �� �.N �
,� � � �tra�um �e���iption � o �: � � � o � o .� � � � � _ � �
� '7'�u. 'y ai � - — x � �V o ac
U A �� N� '�'= m= v,aa !�c :�N c���
w C� o mv? m� �E N� mv o o �,� � o 0
[x [� m n.1— � cn � � a � a 5 � c) �...a a ca ci
73�, ASPHA�T, 9U inches ihick
C�.,AY, dark brown, stiff Eo �ery stiff 3.0 76 23 53 3't
3.0 28
732.0 -w! limes#one fragments below 3` 3.75 15
StL7Y CLAY, light brown, wl limestone fragments, 4.5+ 1 B
5 and calcaraous noduies and deposits, hard
730.0
SlL.7Y SHALY CLAY, light reddish brown and gray,
w! calcareous deposiis as�d ironstane nodu[es, stiff 3.75 41 13 28 14 116
to hard
9�.5+ 98 114 8260
1
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r��r . • • • -
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Project Na. Boring No. Project �����e l[ ta 111 Transfer lNater Lines and PRVs
103A19-330 ��� Fart V9dorth, Texas
Location Water Observations
See P[ate A.9 Dry dur[ng driIling; dry a� completion
Cornp[etion Cornpletion
Depth ,�s �� �ate 4-2�v'-19
SurFace Ele�ation Type
786.0 B- r3, wf CFA
v� o
L .Q �- � � C�E C �
� r� b C p o �'n'' '� � Q'
��� �tr�aium Des�rip�ion a n W� �� o o:� � � z� w� N
mt��y �� v_ � � x � m qti � a�
U � $� �� '�=' in=' ma� !�c � c�E�
W C'1 om`�? cu.� a�E mE ��a oc� �� �oo
� a mar— acn �� a� a��ca �.� �c�a
785.0 SILTY CLAY, brown, wf fractured limestone seams, 3.75 14
very stiff
78� � LIM�Si'ON�, tan, fraotured, wl clay seams
LIIil1�5T�N�, tan, w/ clay seams and oceasional
fractures, moderateEy hard to hard pp�z,25�
5
10012"
1
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eM ENGWTERING INC.
Proj�ct No. Boring No. Project W�,#�ide fl to III Trat�sfer Water Lines and pRVs
1(�3-19-330 ��� Fo�t WorEh, Texas
Lacation Wa#er Observafions
See P[ate A.9 Seepage at 8.�' during drifling; dr�y at com�letion
Campletion Compfetian
bepfh ,��,�� Rafe �_��_,�g
SurFace �levafion 7"ype
i2i.0 CM�-��, wi CFA
LL- O � O
.�-, 'Q ¢ �y N � L-'
� � O.E O o �.. -O O
o � � Stratumi �e�cription o o � � �� � o � o ,� ; � q � � R �
U � � � U' �y � '� ..� �N •^ �in axr N � 1 S � �
W d d N� iv � �� ia � cs -o 'o o'.c .q c o 0
�' LL' [0 Q F- d � :-1 :-1 0. � 0.. � � U � .� � C� a.
CI..AY, dark brown, wl gravel and pfastic fragments, 2.5 2i
7z5 n sti€f to very stiff (FiLL) �}_5 2�
CI..AY, lighi brov�n, light reddish brown anc! gray, wl 3.5 22
calcareous daposits, stiff to very skitf 3.25 22
1.75 2�4 ii12 25fl0
5
9.75 72 21 51 2i
� 717.0 �,0 �4
L.lNi�STO�t�, tan, w/ accasional clay seams
713.5
-- SHALE, gray, w! [imestone seams, moderately hard �pp13.�"
� = -'�' 712.0
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Project No. Barin iVo. Project CMr Et�Grr���tu�rGm�c.
9 1dVeskside II fio Ill Transfer 1�Vater L.ines and PRVs
7Q3-19-33Q ��'� o Fort Iilllo�th, Texas
Location Water Observatians
See Plate A.1 Seepage at i.5" �[ur"tng d�i[[ing; dry at cam�letian
Complation Campletion
bepth ��,�� Rate �2�_+�9
5urface Elevation Type �
B-�3, w! GFA
� o � o .
d � � � � � n � LL N V1 �
o�' � Straturn �escr�ip�ion o a�� � p a � o � a�� a���
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U ❑ � � u' � 7 '� :� in � �n axi .�? c . � c�i � �
u] Cf � a� V? ro.� a E �� cn � o o c� = o 0
� LC m�� 0.C� �:-t d� a C �C] �� �C)0.
b�' �= C�NCF�ET�, 7 inches thick
CRUSH�CI ROCK BASE, 5 inches thic4c 4.5+ 70
CLAYlSIL7Y CEAY, brouvn and light brown, wf 4.5+ 72
limestone fragmenfs, hard
SHALY CLAY, olive-brown [ight brown and gray, w! � 25 20
� iranstone nadules, very sti�f to hard
4.25 57 17 4D 22
4.5�- 13 111 4290
i
- 6" thick lamestone Iayer af 14' aDl2.75 12
15
- 3° thick limestone layer af 19' T0014"
2 _..._.�-------------�._.__.._._^
LOG �F SORING NO. ��� O PL�`►T� A.'� �
E[JGTNEERING INC.
ProJect iVo. Saring �Jo. Project ��s�yde II to IEI Transfer Water Lines and PiiVs
1Q3-99-330 ��� "� Fort Worth, Texas
Localion Water Obser�ations
See Plate A.1 Dry durir�g driifin�; dry af cornpletio�r
Completion Completion
Depth ��_�� Date ���_19
Surface Elevation 1"ype
C[kl��-�5, vsrl CFA
� N n .
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n v, � �y •N ai g_ v' �v x N m � c�> o,o.'c
U 3� �� '��= m= mai .��N �E�
� � ma�-�-' �u� JJ Q� � � �c� �� �cia
%�'�§���� COTfGFt�TE,7inehesthick
SILiY CI.AY, brawn and da�fc hrown, w/ calcareous 2.5 15 31
nodules and limestone fragments, firrrt to stiff 9.25 31 94 1930
(�ILL) 3.0 23
CLAY, light brown, wl calcareaus nodules and
5 caicareous dePosits, stiff fo very skiff 2•5 20
CLAY, gray, lignt olive-brown and light brown, wt 2.0 21 107 2960
calcareaus deposits, sFiff
- hard belo+x 9' 4.5+ 69 15 46 20
9
CI.AY, gray, light-olive brown and lighf redcEish
brown, wl calcareous deposits and tan limestone
layers, hard 4.5+ 53 14 39 25
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�`F��� ��dV��� TE�T ����1LT�
Project: Westside II to II� Transf�r Water Lines and PRVs
Fort Wor�h, Texas �
Projec# No.: 103-� 9-330
�r�e sweli tests performed at approximate overburder� pressure
CMJ ENGINEERING, INC. �1��1�E, �.1 �
�C-�o�6o]D �l[���r�� ��� �o�rne� i��ne�l .l�us��ess
]Em�e�°��°Ilse �����i�x�ce
�I'�I�S �A�E I1]E�'�' g1�1'�'�l�T'�'�ON�.�I1`� �I1A�I�
CITY OF FORT WORTH WS2 to W53 Pressure Plane Transfer
STANiIART� CONSTRUGTION SPECIFICATION DOCUMENTS City Project No. 014G8
Revised .iuly 1, 2011
���� ������
Cify o� �or�f VVo�n
�usine�� �quity �ivision
�ovd �aE�h ���ar� �orm
ATTACH�iflENT 1C
Page 1 of �4
PRIMEIOFFEROR Check applicable box to describa
COMPANY E�AME: PrimelOfferor`s Certification
Business Equity Non-Busin�ss
PRQJ�Ci NAM�: Firtn ❑ Equity Firm
BID D,4TE
Business Equity Cyoal: Offeror's Business Equity Coal Commitment: PRDJECT NfJMBER
°/n %
If the �ffe�'or �3id npt mee# �� �xceed ths ��siness LpuiiV ��aj fQr ihi� �?C4jeCt, ��1@ FyrimplC)f�Prnr musk �:^:t?plete
thiS fe�!r. —
lf the �'rimelOfferor's mefhod of campliar�ce with the Business �c�uiiy Goal is based
upon c�emonstration o� a"Good F aith �ffart", the �rimelOfferor will F�ave the burden o#
correcfly and accurafiely prepar�ing and submitting the documentafiion required by fhe
Ciiy. Compliance wifih each item, '9 thru '10 below, shall safiisfy the Cood haith I�ffor�
requirerrten� absent proof of fraud, intentiona! andlor knowing misrepresen�a�Eion o� i�he facfs
or inten#iona� discrim'rna#ion by the �rimel0fferor�.
��if���n (�rJ �;nm�IBt6 FhiS �'�,'r�nla iil I�S �►;�irc�tlf Wlt�l �g�ipl]Oi'�III� �'JwY��n�r�1�Yf;i'n+ -.�,�!"',�' f�^,.�yvo,r,{ k�y �i�P
�Uii.h��:!]� �7Gvici�Si P'O I�#�� �j'!an 7,f1(� �3•II'1'1. t�!1 �h� �+ornnr� �:I�V �,'���in;,sgc tla�( �fFo� �}id q�7$rilll�x ��1[r_I��civa�
Of bfd o[�el�ing �w*�, w;�:!! �VSiil't ful 3i1� 1;1r.J �n�ni„� C^::Yi�+dPed E:�n_rgcnnncivg �D f�!� V�ecifications.
,� _ .
1.) Please list each and every subcontracting andlor supplier opportunity for the campletion of this
project, regardfess of whethee it is to be �ro�ided by a Business Equify firm or non-Business
Equity firm. (DO NOT LlST NAI4!!ES OF FIRf�S). On all �rojects, the PrimelOfferor must list each
subcontracting and or supplier opportunity regarc�fess af tier.
{Use additiona! sheets, if n�cessary)
List of Subcontracting Opportunities List af Suppfier Opportunifies
Effecti�e 09I4112021
ATTACHIV�Ei�T 1C
Page 2 af 4
2,.) Ofatain a current {not more ihan two (2) months old from the bid open date) list af Business Equity
subcontractors andlor suppliees from the City`s Business Equitiy Di�ision.
� Yes
� No
Date of Listing
3.) Did you solicit b`rds from Business Equity firms, wifhin the suhcontracting andlar supplier areas
pre�iously lis#ed, af leas� ten calendar days prior to b`[d opening hy t�lephone, exclusi�e of the day the
bids are opened?
� Yes (If yes, atfach list �o incfude name of Business Equity Firm, ep rson contacted, pf�one number and date and time of coniaGt.)
❑ IVO
4.) Did you salicit bids from B�siness Equity firms, within the subcontracting andlor supplier areas
previous[y listed, at least ten calendar days prior to bid opening by fax, exclusive of the day the bic[s are
opened?
� Yes ��f yes, aftach list to include name of B�siness Equity firm, fax number and date and time of contac�. In addi�ion, if the fax is
returned as undelivera6le, ihen that "undeEiverable confirmation" recei�ed must 6e printed directly from the facsimife for
praper documentation. Failure io submit confirmation andlor "undeliverable confirmation" dacumentation may render the
� No GFE non-responsi�e.)
5.} Did you salicit hids from Business Eq�ity firrns, within the subcontwacting andlor supplier areas
pre�iously listed, at least ten calendar days prior to bid opening by email, excfusi�e of the day the bids are
opened?
� Y@S (If yes, attach email confirmation to include name of Business Equity �rm, date and time. In addition, if an
email is returned as undeli�erable, then that "undeli�erable message" receipt must be printed directly from the
emai[ system for proper doc�mentation. FaiEure ta submit con�rmation andlor "undeliverable message"
❑ N� cfocumentation may render the GFE non-resportsi�e.)
IVO'�E: i�:e th*ee r�et�n[�s ��V:a*6t:sd �bo�is �r'e �c�e�*aYle t��r ��#r:itii�g ���ti, arid eac#� ��te��*�d
rnet�:�d rt7ust l�e ��pl�Qd t� #!'►e ��pl�cable co�±±r3ct. i ti� f�rlinsr��tar�r �"�!l#S� CID�L;:;^-$flt �hdt es*��r �t
I��st ���o �#�ernpts L"���'E' rx:�c�e ��ing tw�ro ofi t�trt� ��ree r!^at#��ds +�r ��hat �t le��t ane �u�cre�sf�l �zonta�t was
mar�� L!F►211� Of19 Cf �I7� L�'"3a ame±!tor�s in o�der to �sarnp�# respn:��ikr� t0 �t!1� Crf7vd F2lf#h �ff�i# �"Pql!!rnlx�e�l�.
I�OTE: Yhe �r�rn�{nffer�r ��ist cont��t ��re ¢r+t3re �u�in�ss Equi#y list w�ecif:c to eae�
subcor�t�acting and �u��lier �n��rtuii's�y to �� �� ��s►np�iaeyc� w�[h q��esti�::s 3 i"�ru �S.
6.) Did you provide plans and specifications to patential Business Equity firms?
� Yes
� No
i'.) �id you provide the information regaYding the loca�ion of plar�s and specifications in order to assist
the 6usiness Equity firms?
� Yes
� Plo
E#fecti�e 0110'fI2�21
ATTACHtMENT 'iC
Page3flf4
8.j Did you prepare a quotafion for fhe Business �quity firrns to bid on gQodslservices speci#ic #o their
sF�ill set?
❑ Yes (If yes, aitach afl copies of quotations.j
❑ �IO
9.) 1Nas the contact infor�matian an any of the iistings not valid?
(If yes, attach the informaiion thai was no� valid in order for the Business Equity Division to address
Yes the corrections needed.)
� No
10.) 5uhmit documentation if Business �quity firm� c�uotes were rejected. 7he documentafion suhmitted
should be in the fir�ms forms of an affidavit, include a detailed explanatian of why the Busirtess Equity firms
was rejectec! and any supporting documentation the PrimelOfferor wishes to he considered hy the City. In the
event af a bona fide dispute concerning quotes, the PrimelOfferor wil! provide for confiiden#ial in-camera
access to an inspection of any refevant dacumentatian by C�ty personnel.
Please use addifional sheets, ff necessa , and aftach.
Com an Name Tele hone Contact Person Sco e of Work Reason for Re`ec#ian
ADDITIOAIAL ICVFOR�dIAiION:
Please prov�de additRonal in#ormation you feel will further explain yaur goad and hanest efforts to obtain
Business Equify firm partici�ation on this project,
ihe PrimelOffer�or further agrees to p�ov�de, dif�ecfily �o fihe Ciiy upon r�equest,
comple�e and accurate infor�mation regar�ding actival wor�f� per�-Form�d on tihis coni;rac�,
�he paymen� �hereo� and any proposed changes �o �he original arrangemenfs submi��ed
wiYh fhis bid. �he �rimelO�eror also agrees �o allow� an audi� andlor examina�ioh o� any
boo�s, records and files held by �heir company fhaf wil� subsfanfiafe fhe acfiva! wror�
perfor�med on fihis confiract, by an aufihvrized ofFice� o� employee of the Gifiy.
�. �idder or Congr�cfor revho in�en�ional[y andlor knor�vingly misrepresen�s m��erial �acfs
shall be �ebarred �or a period o� �ime of no� less �han fh�ree (3) years,
Ef%ctive 09I0112D21
ATTACHflAENT 1C
Page 4 of 4
The undersigned cerrfiifies thaf fhe in�orma�ior� provided and fihe �usiness �quify �irms
lis�ed v�►aslwere conracfied in good faith. IY is unders400d �ha� any �usir�ess �qUiiy firms
lis�ed in ��achmen� �9C rr�ill be confiacfed and the reasons �or no� using �hem ra�ill be
�eeified by fhe City's �usiness �quity D�dision.
A�thorized Signature
Ti�le
Cnmpany Plame
Address
CitylStatelZip
Pr�inted Signature
Contact Name and 7itle (if different)
Phone Number
Email Address
Date
Business Equity Di�ision
Email: DVIN BEOffice@fortwor�htexas.go�
Phone: {8�7) 392-2674
Effecki�e 01101l2027
���� ������i
�
Name of City project:
CITY OF FORT W�RTH
Joint Venture Eli�ibiIi _ Form
All 2uestions must be answered; use "N/fl" if not applacable.
Joinf Ven#ure
Page 1 of 3
A joint venture form must be completed pn each projeci
RFFBid/Project Number:
1. Joint venture inforination:
Joint Venture Naine:
Joint Venture Address:
(ff applicable)
Telephone: E-mail:
F�:
Identify the firms tha� comprise the joint ve�ture:
Please attach extra sheets if additianal space is required to provide detailed explanations of work to be performed 6y each firm comprising the
joint venture
Business Equity Non-Basiness
�tirm Name: E uit Firm Name:
Business Firm usiness Fi�rra
Contact Name: Contact Name:
Business Business
Address: Address:
Te[ephone: �'�_ Tefephone: F�:
E-mail: E-mail:
CerEification Status: � �� ��f � � ���
Name of Certifying Agency:
�
�. Sco e of work er�ornaed b ihe Joint Venture:
Describe the seo e oi wor�C of ihe Business E uit tirm: Describe the sco e of wark of tl�e non-Busi�ess E ui �rrn:
�ffective 01I0112021
Jaint Venfure
Page 2 of 3
3. What is the percentage of Business Equity �rm pariicipa#ion on this joint ventare counting #owards the
project goal?
4. Attaeh a copy a�the joint venture agreement.
5. List components af ownership af joint venture: (Do not complete if this information is described in joint venture
agreement)
Profit and loss sharing:
Capital contributians, including
equipment:
Other appIicable owr�ership i�terests:
b. �dentify by name, race, sex and frn�x those indi�idt�als (with titles) who are responsible €or the day-to-day
management and decision making of the joint venture:
Financial decisions
(to include Account Payable and Receivable):
Management decisions:
a. Estimating
- -----------------____________�_
b. Marketing and Sales
--------------------------------------------
c. Hiring and Firing of management
personnel
- -------------------------------�______� _
d. Purchasing of rnajor equipment
and/or supplies
Super�ision of field operations
The City's Business Equity Di�ision w�lf re��ew your joint �enture s�abmission and will ha�e
final a�Oproval of the Business Equity percentage applied toward the goal for the project listed an
this form.
NOTE: Fram and after the date o� project award, it any of the par�icipants, the individuafly d�fined scopes of worK or
the dollar amaunts/percentages change from the originally approved fnformation, then ih� participants must
inform the City's Business Equity �i�ision immediately for appro�al. Any unjusfii�ied change or
deletion sha[f be a material breach nf contract and may resu[t in d�barmeni in accord with the procedures
auflined in fhe City's Business Equity Ordinance.
�fFective 0� /01/2021
Joint Venfure
Pa e3of3
AFFIDAVTT
The undersigned affirms that the foregoing statemenis are true and correct an� include all material information
necessary to identify and explain ihe terms and operation oifihe joint venture. �'urthermore, the undersigned shall
agree to �rovide to the joint venture the stated scope of wark, decision�making respansibilities and paymentis
herein.
The City also reserves the right to request any additional information deemed necessary to determine if the
joint venture is eligible. Failure to cooperate and/or pravide requesied information within the time speci�ed zs
grounds for termination oifihe eligibility process.
The undersigned agre� to permit auc�its, interviews with owners and examination of the books, records and
files of the joini v�nture by any authorized representatives of the City of Port Worth. FaiIure to comply
wifih this provision sha�l result in the termination of any confiract, which may be awarded under the provisions
ai ihis joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances
concerning false statements or willful misrepresentation of �acts.
____._...._..___.�__..._ T..._.�._..M...._..�.._...__�_�_.._...�_._.___-- ------------------------ ----------------------------------------- -- ---
Na�ne ofBusiness Equity Firfn: Name ofNon-Business Equity Pirm:
Name of Owner: Name of Owner.
Signature of Owner Signature of Owner
Printed Name of Owner Printed Name o£ Owner
Signatare of Owner Signature of Owr�er
Tiile 7'itle
T7ate Date
No.tarization
State of
�11 ��115
COUtI�j+ O�
day of , 20 , before me app�ared
and
to nae personally �novv�n and who, being duly sr�orn, did execute the foregoing af�davit and dic� state that they were
properly authorized #o execute this affidavit and did so as their free act and deed.
Notary Public
Print Name
Notary Public
Signature
Commission Expires _
Business Equity Division
Email: DVIN BEOfFtce@fariworthtexas.gav
Fhone: (8I7) 392-2674
(seal)
�r�arrs,.p ni �m r�ro�r
��,��r �'o��*��
ATTAGHMENTiB
Page 1 of '1
Ci� of Fo�t UVorth
�u�ine�s �qui�y �i�i�ion
�rime Contractor� �Vaiwe� ��pm
PR[MEIOFFEROR Cf�eck applicable box ta des�ribe Prime!
GOMPANY NAN[E: DfferoMs Certification
Business Nor-BusinPaS
Eq�it�r firm E u� firm
PR4JECT NAME: —
BID �ATE
Gity'S Business Equity Goal: Of#eror's Business Equity Project Commitment: PROJECT NUMBER
% %
[f both answers to this form are YES, do not complete ATTACHMENT 1C (Good �'aith Effart Farm). All questions on
this form must be completed and pro�ide a detailed explanation. If the answer ia either question is NO, then you
must complete ATTACNM�NT 1C. This form is anly applicable if both answers are yes.
_ _ -
��ilure tn comp�et� #his ��rm �n its c�tir�ty �rsd �� f�ce}ve�i �y t#�e P�rch�sing Qiv_isi�r�_n�.E�ter th�n 2:��
�.rrk.� on [he second_�ity.busin�ss dav ��er #�id oq�+n��nt�. �x�l�s�ve of #�e bid o�ersiflg dat�, u���F result �n
khe #id t�ei�g �onsidered non-:�espe:�sivo t� �:d s�w�ificati�r,s. I
Id�ill you perform this entire contraciwithou� subcon�ractors? � YES
lf yes, please pro�ide a detaiEed explanation that pro�es based on iF�e size and scope of this � NO
pro�ect, this is your narma] business practice and pro�ide an aperational profile of your business.
1�1�i11 you per~form fihis entire contract wifhout supp[iers? � YES
[f yes, please provide a d�taiEed explanation that proves based on the size and scope of this
project, this is yaur normal b�siness practice and �ro�ide an inventory profile of yaur business. � NO
The Primelofferor further agrees to pro�ide, directly to the City upon request, comp[ete and accurate
information regarding actual wark performed by alf subcontractors, including Business �quity fir�ns on this contract,
the payrr�ent thereof and any proposed changes ta fh� original Business Equiiy firm arrangements subm�tied with
this bid. The Primel�fferor also agrees to allow an audit and/or examination of any books, records and files held
by their company that wi61 substantiate the actual work performed by the Business Equity firms on this contract,
by an autharized officer ar employee of the City. Any intentional ancElor knowing misrepresentatian of facts wifl
be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years
and for initiating action under Federal, State or Local [aws concerr�ing false statements. Any failure to camply with
this ordinance creafes a material breach of cantrac� and may result in a determination of art irresponsible Primel
Offeror and barred from participating in City work for a period of time not less than one (1) year.
A�tthorized 5ignature
Title
Company Name
Address
CitylState/Zip
Business Equity Division
Email: DVIN B�Office@fortworthtexas.gav
Phone: (817) 392-2674
Prinfed Signature
Contact IVame (if differenE}
Phone
E�nail Address
�ate
Effective 4'EIO'!l2D21
��3�T V�OItT��
�i�y of ��r� I�or�h
�usines� �qui�y �i�is�on �pec�fiic��ions
SP��Ir4� iI��T'R�ICTI�N� ��R ��'�'�RBR�
AF�P�[CA�[ON O� �O�ICY
lf the total dalfar �alue of the cantract is $100,000 0� more, then a��,�siness �quY±y contracting �oal �s appllcable.
A�,rsi:tess E���ty Frrrr.s r�f�rs �� t�*�t9fiw� R�!E^or�ty-, ar,��or h�"�►�rn�n-, at�vr+a�l E3�s@re�� ��tit�e^����s {Adl��Ej.
�
i
POLlCY Sidil�R!YkR�i
It is the policy of the City
Firms wl�en applicabfe, in
in the City's current Busines,
of Fort Worth to �r�sur� the full and equifable participatian of Business Equity
tF�e procurement of all goods and services. All requirements and regulations stateci
� Equity Ordinance No.24�34- i 1-2Q20 apply fo this �id.
�USfN�SS �f�lllTY GOA�
Th� City's flfllld4l�€ goal o�� this project is _ % of the ba�e bid �alue of ihe contract
flf federally fundedl The Ci:�'s ��� goa{ on this project is �% af the base bid �alue of the cor�iract.
A Business Equity Prime Cantrac#or can count it's seifi performarrce services towards meeting the BuSiness Equity Goal for
the assigned NAICS commodity codes on their MB� or WBE certification. If the Business Equity Prime Contractor cannot
self-perform all of the work, it wifl be accouniable for subcontracting with ceriified Business Equity firms to meet the o�erall
goal.
CO[�pLIR�fVC� YO �f� SP�CI�IC�,YIOlVS
On City contracts $100,000 or more where a 8usiness Equi#y Gaal is applied, offerors are required #o corrtply wi#h ihe intent
of the City's B�siness Equity Ordinance by meeting or exceeding the above stated goaf through one of the fallawing
methods: 1. Business �c{u€ty subcon#racting participat�on, or; 2. Commerciai usefal f�nct€on services performed by
the ��siness Equity Prirx�e to count towards the goal, or; 3. Combination of Business �quity Prime services and
Business Equity subcontracting par#icipatian, or; 4. Business Equity Joint Venture parEicipation, or; 5. Cood Faith
Effort dacumenfation, or; 6. Prime Waiver documentation.
SlJ�l4�liTdL, O� R�QUIRFcD DOCUR�➢€PlTAil01�
The Utilization Plan shal[ he due at the time specified in t�e solicitation. 7he applicable doc�aments must be
recei�ed by the Purc�asing Di�is�on, witf�in the time allocated, in order for the entire bid to be considered responsive
to tF�e specifications. The offerer shalf deliuer the 8usiness Equify documentation in person {or email if designated within
prajecf specifications) to the a}�propriafe employee of the Purchasing Di�ision and obtain a dateltime receipt. Such receipt
shalf be e►+idence that the City received the documentation in the time allocated. Documents are ta be receiued no
fater than 2:00 p.m., on the second City business day after the hid opening date, exd�sive qf the hid opening date.
Faxed copies will not he accepted.
The Offeror must suhmit one of the folfowing documentation:
1. Util€zation Foem, if the goal is mef or exceeded, .
�. Good Faith �ffort Form and Utilization Form, inc[uding supporting dacumentatron, if pariicipation is less than statecE goal,
or no Business Ec�uity participation is accomplished, .
3. Prime Contractor ldVaiver �orm, inclucfing supporting doc�mentation,if the Offeror will perForrr� all subcontractinglsupp�ier
opport�r�ities, _ ,
4. Joirt# Venture ]�orm, if goal is met or exceeded with a Joint Venture.
These forms can be found on�line at: h4f s:lla s.for�iwor�htexas. o�IPro'ectCResourCesl.
�cA!L�1RE YJ ��?�!pLY VlrrTE-i `i �!� GIT`�"S BL3S1Nk5S E�ll��Y f]Rl�IhEA�:'��.-�. 4"�!L� �FSU�T IN TI�� G��J 13Elht3
�Q�c�n�R�p �tn�_iz�c�nw�i1�� �'� �P�ri�ir,��'t''�,�M�,
� FAf�UR� T� StU�11n�T"t'!-i� �i�[�kJlr?L�f] L3USlA1�S� �QJ'!TY i�'QCLI�M�i�K'CA7'i�JN V�IILL �t�SIJ�LT �[V �'H� ��D B�ING
CO�ISIp�RE9 N�N_i�F�Ptin,n�c�yrF, A�;Fr.n�r� F�!�k�!?�'�►!L� R��I.��T Fh! 'i �� ��F�Rn�a ��'iNc� �icr,��:iq�i����r�
FOR A��R1�� Q�F Gw� Y�AR. Th4#�E� �',�ll��oq�S li`�1 �, ��1�'�';;EJ�R �'�!?��t3�,�#LL f��c{iL� IIV A
Dl$i�UA�.i�1CA7'IdIV F��IOD �?� �'r�Fi�� `F �A�S.
Any questions, please contact tf�e gusiness �quity DEvision at (81�) 392-26�4.
Department afi Di�ersity artd Inclusion
Busin�ss Equity Di�ision
�mail: DV11V_BEOffice@fortworthtexas.go�
r,�- --- -. ,,,. �, ,,,,,, ,,,,,, , �� ,.+:,.v !11 !!11 !7!1'1 T
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'I'�I�S PA�E LIEF�' �I`T��loT�'��I�TAI��Y ��Al�T�
CIi'I' OF FORT WORTH WS2 to WS3 Pressure Plane '1'ransfer
STAIdii]l1lZD CONSTRUCTION SPECIPICATIQN DpCUMENTS City Project No. OI468
Revised Jufy l, 20I 1
2413 PREVAILti�G WAGE RATES
(Heavy and Highway Construction Projectsj
CLASSlFICATIO�I D�SCRIPTION
Asphalt Distributar Operator
Asphaft Paving Machine Operator
Asphalt Raker
Broam or Sweeper Operaior
Concrete Finisher, Pa�ing and Structures
Concrete Paveenent �fnishing Machine Oper�tor
Concrete 5aw Operator
Crane Operator, Hydraulic 80 tons or less
Crane Operator, Lattice Boom SO Tons or Less
Crane Operator, Lattice Baom �ver 80 Tons
Crawler Tractor Operatar
Electrician
Excavator Operator, 50,Q00 pounds or less
Excavator Operator, Over 50,000 pounds
Flagger
Form Builder/Setter, Structures
Form Setter, Pa�ing & Curb
Foundation Drill Operaiar, Crawler Mounted
Founda#ion Drilf Operator, Truck Mounted
�ront �nd Loacler Operator, 3 CY or Less
Front End Loader Operator, Over 3 CY
�aborer, Common
Laborer, Utiiity
Loader/Backhoe �perator
Mechanic
Milling Machine Dperator
Motor Grader Operator, Fine Grade
Motor Grader Operator, Rough
Off Road Hauler
Pa�ement Marking Machine Operator
Pipefayer
Reclaimer/Pulverizer Operator
Reinforcing Steel Worker
Rnller Operator, Asphalt
Roller Operator, Other
Scraper Operator
Servicer
Srrta[I Slipform Machine Operator
Spreader Box Operator
Truck Dri�er Rowbay-Float
7ruck Driver 7ransit-Mix
Truck Dri�er, Single Axle
�ruck Driver, Single or Tandem Axle Dump Truck
Truck Dri�er, Tandem Axle Tractor with Semi Trailer
WelcEer
Work Zone Barricade Servicer
Wage Rate
$
$
$
$
�
$
�
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
�
$
$
$
$
$
$
$
$
15.32
13.99
12.69
11.74
�.a.zz
16.Q5
14.48
18.12
17.27
20.5Z
14.07
19.$Q
17.19
1.fi.99
10.06
13.84
13. Zb
17.99
21.p7
13.69
14.72
10.72
12.32
15.18
17.68
14.32
17.19
16.02
12.25
13.63
13.24
11.01
16.1$
13.08
11.51
12.96
14.58
15.96
14.73
16. Z4
14.14
12.31
12.62
12.86
14.84
11.68
The Davis-Bacon Act pre�aiiing wage rates shown for Heavy and Highway construction projects were determined 6y
the United 5tates Department of Labar ar�d current as of September 2013. The titles and descriptions for tF�e
classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Mighway,
Heavy, Utilities, ar�d Industrial Constructian in Texas.
Page 1 of 1
2013 P�iFVAILIlVG WAGE RATES
�CornmerciaE Construction Projectsj
CLASSIFICATION DESCRIPTION
AC Mechanic
AC Mechanic Helper
Acoustical Ceiling lnstaller
Acoustical CeiEing Installer Helper
Bricklayer/Stone Masor�
Bricklayer/Stone Mason Trainee
Bricklayer/Stone Mason Helper
Carpenter
Carpenter Helper
Concrete Cutter/Sawer
Concrete Cutter/5awer HeEper
Cancrete Finisher
Concreie Finisher Helper
Concrete Form Builder
Concrete Form Builder Nelper
Drywal! Mechanic
Drywall He�per
Drywall Taper
�rywall Taper Flelper
�lectrician (Journeyman)
Electrician Apprentice (Helper}
Electronic 7echnician
Floor Layer
Floor Layer Helper
Glazier
Glazier Nelper
Insulatar
Insufator Nelper
Laborer Common
Laborer Skil�ed
Lather
Metal 8uilding Assembler
Metal Buiiding Assemial�r Helper
Metal Instalfer (Miscellaneaus)
Metal Installer Helper (Miscellaneous)
fVletal Stud Framer
MeYaf Stud Framer He�per
Painter
Painter Helper
Pipefitter
Pipefitter Helper
Plasterer
Pfasterer Helper
Plumber
Plumber Helper
Reinforcing 5teef Setter
Wage Rate
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
�
$
$
$
$
$
�
$
$
$
$
$
�
$
$
�
$
$
$
$
$
$
25.24
13.67
16.83
a.z.�o
19.45
13.31
10.91
17.75
14.32
�.7.00
11.OQ
15.77
11.00
15.27
11.00
15.36
�.2.54
15.�0
11.50
19.63
15.64
20.00
18.00
io.oa
21.03
12.81
15.59
11.21
10.89
14.Z5
7.z.99
16.00
12.00
13.00
11.D0
16.3.2
12.54
�.6.�4
9.98
21.22
15.39
16.17
12.85
21.98
15.$S
12.87
Page 1 of 2
Reinfarcing Stee[ Setter Hel�aer
Roofer
Roofer Melper
Sheet Metal Wo�ker
Sheet Metal Worker Helper
Sprinkler System Installer
Sprinkler System Installer Helper
Stee[ Worker Structural
Steel Worker Struct�ral He[per
Waterproofer
E.quipmen# Operators
Concrete Pump
Crane, Clamsheel, Backhae, Derrick, D'Line Shovel
Farklift
Foundation Drill Operator
Front End Loader
Truck Dri�er
Welder
Welder Helper
$
$
$
�
�
$
$
$
�
�
$
$
$
$
$
$
�
$
11.08
16.90
11.15
16.35
13.11
19.17
Z4.15
17.04
13J4
15.0�
18.50
19.31
16.45
22.50
16.9'7
16.77
19.96
Z3.OQ
The prevailing wage rates shown for Commercial construction [�rajects were based an a salary survey conducted
and published F�y the North Texas Construction Industry (Fall 2012] Independently compiled by the Lane Gorman
Tru6itt, PLLC Construction Group. The cEescriptions for the classifications listed are pro�ided on the TEXO's {The
Construction Associatipn) website. www.texoassociation.org/Chapter/wageraies.asp
Page 2 of 2
����0�9 �errn�its a�d �Jt�lIliies
']�I�IS IPA�� �E�'� I�7[']El�TT'��11TALI�Y ]�]LA�Y�
CITY dP TaRT WORTT-T WS2 to WS3 Pressure Plane Transfer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01468
Revised July I, 2011
Approval Form
Approvai Form �Pp�����
Online version 1112005
To Liam Conlon Date 912'f12020
City of Fort Worth Application EVo. FTW20200826175232
200 T�xas Stre�t District App. No. 220S-WL-S5580-20
Fort Worth, TX 76102 �iighway SS 0580
Control Section 000804
Maintenance Section South Tarrant
County Tarrant
Page 1 oi 2
TxDOT offers no objection to #he location on the right-of-way of your proposed utility installation, as described by
Notice of PraposecE Utility Installation No. FTW20200826175232 (bistrict Applicaiion Na. 2205-WL-SS58D-20)
dated 9/29/2020 and accompanying documentation, except as noted befow.
A COPY OF THIS PERMI7 IN IT'S �NTIRETY ML35T BE ON SITE AT AL.L TIMES? Contractor is required to
contact TxDOT Traffic OperaiEons group at 817-37Q-3664 prior to beginr�ing and excava#ion wark in tF�e area of
existing utiliEies. The Utility Owner is to send a Conduct inspection action with the On-Site Contractor's
contact iniormation fl�rough the UlR websiie 4$ hours prior #o comrnencing work. CON7RACTOR is to contact
lnspector Gavino ialamantez at Cell 817-240-9134 or 817�70-6668 wiEh f�is 4$-hour Notice and TCP
submission from the most recent edition af the TCPs Standards * 48 hours prior to commencing worF�. Utifity
O►n►ner Shall Not cut into pavement or rip rap w�thout WRIT��N APPROVAL from TxD07. �Link to the rrtost
recent TCPs 5tandards: http:llwww.dot.s�a�e.tx.uslinsdtdotlorgcharticmdlcservelsfancfardltoc.htm
When instai�ing utility lines on controlled access highways, your atiention is direcfed ta gaveming laws, especially to
iexas 7ransporiation Cocfe, Title 6, Chapter 203, �ertaining to Modernization of State Highways; Confrolled Access
Highways. Access for serving this installation shall be limited to access �ia (a) frontage roads where providecl, (b}
nearby or acfjacent public roads or streets, (c) trai�s along or near fhe highway right-of-way lines, connecting onfy to an
intersec#ing roads; from any one or all of which entry may be made to the outer portion of the highway right-of-way far
normal service and maintenance operations. The lnsfalfation Own�r's righfs of access to the through-traffic roadways
and ramps shall be subject to the same rufes and regufations as apply to the general public except, however, if an
emergency situation occurs and usual means of access for normaE service operations wiii not permi# the immediate
action required by the Uti�ity InstaEfation Owner in making emergency repairs as required for the safety and welfare of
the public, the Ufility Owners shall have a temporary right of access to and from the through-traffic roadways and
ramps as necessary to accomplish the requir�d emergency repairs, provided TxDOT is irr�mediately noiifiecE by the
LliiGty Installation Owner when such repairs are initiated and adequate pravision is macfe by t�e Utility Installafion
Owner for con�enience and safefy of highway traffic.
The installation shall not damage any part of the highway anci adequate pro�isions must be made to cause minimum
incon�eniences to traffic and adjacent property owners. In the event the Installation Owner fails to comply with any or
all of the requirert�ents as set farth herein, the State may take sucF� action as it deems appropriat� to compel
compfiance.
lt is express[y understood that the TxDOT does not purport, hereby, to grant any rig�t, claim, title, or easement in or
upon this highway; and it is fur#her understood that the TxDOT may require the Insta]lation Owner to relocate this line,
subject fo pro�isions of governing iaws, by giving th�rty (3D) days writien notice.
If construction has not started within six (6) rnonths of the date of this approval, the approval will automatically expire
and you will be required to submit a new application. You are also requested to noti�fy this office prior to
commencement of any routine ar periocf�c maintenance which rec�uires pruning of trees wif�in fhe highway right-of-
way, so that we may pro�ide specificatians for the extent and methods to govern in irimming, topping, tree balance,
type of cuts, painting cuts and clean up. These specifications are intended to preserve our considerabfe in�estmenf in
highway planting and bea�tification, by reducing damage due to trimming.
Special Provisions:
Yau are required to notify TxDQT 48 hours (2 business days) before you start constructian to allow for proper
inspection and coordination of work days and traffic contral plans. Use fhe UIR website for the 48-hour notification.
DO iVOT start construction until you have coordinated t�e canstruction start date and inspection with TxDOT. Yau are
also required to keep a capy of this Approval, #he Notice of Proposed �nstaffation, artc! any approved amendments at
the job site at alf times.
T�xas Department of Transportation
By Ga�ino Talarnantez
http://apps. dot. stiate.t�.us/apps/UIRPROv2/1ib/NoticeApproval.asp?AppraverID=DOT20191.115104&09&... 9/21/2020
Approval Forixi
Page 2 of 2
Title ROW Utility Inspector
Districi Fort Worth
http://apps.dat.s�ate.�.us/apps/LTIRPROv2/1ib/NoticeAppraval.asp?Ap�roverID=DOT2019 � 115104809&... 9/21/2020
�'age 1 of 1
��x��
�������
� �����nQ�
Installation Appfication
Ohline version 412046
Notice af P�ap���� fns�all��ion
�lfili�y �ine On �'x�07 bighway Righfi of 1�Vay
�fp f�']E TEXaS Yfa17S�Ofta�lpE1 �Ofl'lfi'1[SSIOfl
clo District Engineer
Texas �epartment of iransportation
For# Worth Distric#, T�xas
Date 91'f12020
Application No. FTW202DD828175232
Farmal notice is hereby given tf�af City of Fort Worth
prapases ta instafl a utility facility within the right-of way of SS0580
in Tarrant County, Texas as follows: (details are shawn on Page 2)
The 12-inch waier fine is foca#ed between 7 and 24 feet from the edge of the Highway 5$U (Cam�
Bowie Blvd) ROW in the City of Fori Worth. The entirety af the proposed 800 LF of water line will be
insfalled by apen cut in the parkway behind #he existing curb, at a minimum ciepth of 4-#eet below
existing grade and a minimum of 6-feet below TxDOT pavement. Reference Water Line C-1 and Water
Line C2.
The line will be eonstructed and maintained on the highway righi-of-way as shown on the attached drawing
anc! in accardance with the rules, regulations and policies of the Texas [}epar�ment of Transporfation
(TxDOT), and all goveming laws, including but not limited to the "Federal Clean Water Act," #he "NationaE
Endangered Speeies Act," and the "Federal Historic Preservation Act." Upon request by TxDOT, proof of
compliance with ail governing laws, rules and regulations will be submifted #o TxDOT 6efore cornmencement
of construction.
Our firm will use Best Management Practices to minimize erosion and sedimentaf9on resulting from the
proposed installation, ancE we wiil revegetate the project area as indicated ur�der "Revegetatian Special
Provisions."
Our frm will ensure #hat traffic control rr�easures complying with applicable portions of the Texas Manual of
Uniform Traffic Control i}evices wilf ba install�d and maintained fot the duration of this instailation.
The [ocafion and description of the proposed installation and appurtenances is more fully shown by 1 files
containing drawings and otf�er pertinent �nformafion uploaded to the website.
Construction will begin on ar a�ter January 1.. 2021 and end on or before June 3D, 2022 .
I certify that f am authorized to rapresent #he Firm listed below, and that our Firm agrees to the
conditionslprovisions included in this notice.
Utility Enstaliation Owner ___C_ity of Fort Worth
By Liam Conlon
Title
Address 2Q0 Texas Street
Fort Worth, TX 76102
Phane Na. 817-392-6824
E-mail acfdress iiam.conlon@fortwor�hgo�.org
http://apps. dot. sfate.tx.us/apps/iJIR PROv2/lib/Permi�Natice.asp?PermztEventNa=O&�'ezxx�itApNo=FTW20... 9/1/2020
Page 1 of 1
�O���I���I�Yi ��'��1��
Ap�lication No. FTW20200826175232
Date 9/1/2020
Utiliiy Installation Owner City of Fort Worth
By Liam ConEon
Tx�OT District Fort Worth �istrict
County Tarrant
RouEe SS058D
Control Section 0�0804
The 12-inch water line is located hetween 7 and
24 feet from the edge of the Highway 58D (Camp
Bowie Bl�d) ROW in the City of Fort Warth. The
entirety of the proposed 800 LF af water line will
Descripiion be installed by open cut in the parkway beh9nd
the existing curb, at a rninimum depth of 4-feet
be[ow existing grade and a minimum of 6-feet
belaw TxDOT pa�emenf. Reference Water Line
G� and Water Line C2.
Attaehments Fort-Worth_WS2-3 Water-L.ine-C.pdf
http://apps_dot. state.�.us/apps/UIRPROv2/1ib/PernzitNot�ceDetails. asp?PermitEventNa�O&PernutApNo=... 9/l /2020
Page 1 of 2
ix�OT - Fort FJUorth �istric#
CHECKLlST FOR REVIEW OF NOTICES OF PROPOSED 1NSTALLATION
Online versian 0212079
Yes No NIA
��� 1. Is the utility company submitting fhis Notice of Proposed Installation (NOPI) registered in the
ixDOT UIR System? Only utilEty companies registered and conducting installations wi#hin the Fort
Worth District can view and submit this checklist as tt�e preiiminary portion of the permit.
��� 2. We pro�ose to construct this utility instailation according to #�e description, constructian plans,
special provisions, anci other related documents, as described in the Notice of Proposed Instaflation,
Approval Form, and Appravecf Amendmenfs. We will also maintain field representation during
instalfation of this utility.
��� 3. The following notes are flagged on the first page af the pfan sheets: CONTRACTORS-YOU'RE
TO CALL THE TxDOT INSPECTOf2 lVOTED OIV THE APPROV�� P�F2MfT 48-HOURS pRIOR 70
THE START OF CQNSTRUCTION. THE CON7RACTOR IS RE(�UfR�R TO CONTAGT TxDOT
DISTRICT l"RAFFlC SIGNAL SHOP AT 817-370-3661 FOR LINE LOCATES IF BURIED PORTION
OF THIS WORK IS NEAR ixDOT TRAFFIC SlGNALS.
��� 4_ Has the utility company's on-site inspector ar�d contractor name and contact information been
provided in #he Specia[ Comment section?
ConEractor has not yet been selectecf, and lnspector will be assigned prior to constru
ction beginning.
��� 5. Are ihe utility plans legible, drawn to scale, accurately dimensionecE, and north arrow with vicinity
map shown?
��� 6. Are the Tx�OT ROW lines and edge of pavementicurb lines distinguished, labeled, and
dimensioned on the plans? Is the location and iclentification (highway numher) af the 7xb07
highway dearly �ndicated an the plans?
��� 7. Are all new utility crossings of TxDOT roadways proposed at 90 degrees with the centerline of the
highway? If not, is an �xception Letter addressed fo #he TxDOT Fort Worth District Engineer
at�ached?
Parallel lnstallation
��� 8. Buried Utilities: Are oil and gas, water lines, FORCED sanitary sewer fines, and efectric cables
placed in a steel casing when crossi�g the roadway?
��� 9. Buried U#ilities: Are buried ukilifies located as dase to 4-FT from the ROW line as possible? If not,
are ufility conflicts shown and identified?
��� 10. Buried Utilities: Is the minimum bury depth cfearly indicated on #he plan and profile sheets far
utilities running paralle� to the ROW and for ti�ose Grassing fhe roadway?
��� 11. Buried Utilities: For iines crossing highways, city streefs, counfy roads, private roads, and paved
driveways, is it clearly shown in fhe descripfion and on each page of the drawings that fhe fine will
be installed by conventional dry auger bore uniess otherwise approved in writing by a TxDOT
Engineer or Inspector.
http://apps.dot.state.tx.us/apps/UIRPROv2/lib/FermitChecklist.asp?PermitApNo=FTW20200826175232 9/1/2020
Page 2 of 2
Dry auger bore is th� only acceptable methad of steel casing pipe installation for Ci
ty of Fort Worth
��� 12. Buri�d Utilities: Are existing utility faciEities in close proximity sFtawn in th� plan �iew and also in
e profile �iew when alignments cross?
���'13. Aeria] Utilities: Are new utility poles located within the first 3-Feet nf the ROW?
���'14. Aerial Utiiities: Are exis#ing anc4 new utility poles differentiated on the plans and is the minirrEum
aerial (vertical andlar horizonfal) cfearance dearly noted?
��� 15. For HIGH PRESSUR� GAS L[NES, SALT WATER PIPELWES, and ABANDpNMEiVTS please
cantact the Utiiity Permit p#fice at (897) 370-6534 or (817) 370-�865.
��� 16. For Small CeIL- Will this projecf ineet all applicable City design guidelines? If not, please explain.
��� 17. For Small Cell: Has the Applicant read, understood, and to the best of their abiEity, drafted a
design that follows 43 Texas Administraiive Code, Chapter 21, Subchapter C, in this submission?
��� 1 S. For Small Cell: Has the Applicant read, understood, and to the hest of their ability, drafted a
design that follows the District Special Provision's?
��� 19. It is understood that a copy of the Utility Permit or indi�idual Site Agreement {with exhibiis)
MUST be on the job site during any construction aciivities.
http://apps.dot.stafe.tx.us/apps/i.7IRPROv2/1i.b/FermitChecklist.asg?PernnitApNo=FTW20200826175232 9/1/2020
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Page 1
���T V11�F���[ DI�TF�f�T L�TfL.IT� DII���T�I�If
�� y FTW - 0��04f�Q��
��l��` �1t1C}�7H ���'I'R��T UTILITY OF'FIC�
Bilf McCay Righi of Way Project Deli�ery Manager
Doug Fain Lftility Lead Dou�las.Fain(c�txdot.�ov
AmarAkram, P.E. `fransportation Eng�neer Amar.Akram@txdot.�o�
Rebecca Baoher Utility Coardinator-Permits Rebecca.Booher@txdot.�ov
Ben Tre��no Utiltiy Coordinator Ben.Tre�ino@txdot.go�
Jennifer 5i�owers Utility Coordinator lennifer.Showers@txdot.�o�
�'ranciso (Ja�ier) Fuentes Utility CpordinaEor �rancisco.Fuentes@txdot.�ov
Patrick Nunley Ut[lity Coordinator Patrick.Nunley@txcfot.gav
5heldon Gatewood Utility Coordinator Sheldan.Gatewood@txdot.go�
UTELITY I�VSP�CTQRS
��'FIC� PHQRI�
� 81i-370-G950
$� 7-370-6542
817-370-6681
$17-370-6534
$17�370�6523
512-616-3692
512-348-� 148
469-719-0895
512-621-8072
Gavino Talamantez - Ga�ino.Talamantez@txdot.�o� Cell-817-2�#0-9�34
Narth & South Ta�rant Co.
(:�U� J��lI���N COI�l�kl'Y AREA OFF��� ; 89��21}2-2'�AA ��_,..__�.�_. �
.lanet Crawford, P.E, - Area �ngineer
P�ter Ross, P.E. - Asst. Area �ngineer
5'f } 1f4�IS� &,1W�#{ ��UN7Y AR�A OFFI��S : 94�-625-3�3D�
Edrean Cheng, P.�. � Area �ngineer
4scar Chavez, P.E.- Asst. Area Er�g�neer
��a� �vo��� r���a�� cour�T�r ���� o��i�� ��. �� iH-�o� : s��-�ss-�a��
Minh Tran, P.E. - Area Engineer ��
James B�II, P.E. - Asst. Area Engineer
�5�j �OUthl TAF�ftA�]T ��UNTY AIR�I �FFI�� ��_OF ��i-30��8'f7-37Q;�Ed�
Randy Bow�rs, P.E. -Area Engineer
Russel{ Poer, P.E. - Asst. Area Engineer
�C�} �I�ATW. W001� ��UM�f�11��L COUId7Y AR�A OF�I�E� : 2�4-9�5-35�1
David Fowler, P.E. Area Engineer ����T� �^
Sarah Hor��r, P.E. AssistantArea Engineer.
',$7}^�ARF{ER 8� F'A�.O PI�I�� �OI�f�TY JAREA �FF���� : 68�-,���-�B�U .� _ II
David Neeley, P.E. Area Engineer
Gary Beck, F'.E. Assistant Area Engineer.
817�37�-6668
8'17-202-2900
817-202-2939
94D-626�3440
94Q-626-3440
817-399-4302
817-399-4302
817-370-66�40
$17-370-6640
254-965-35'{1
254-965-3511
682-229-2840
682-229-280q
Df�IV�Wl�Y�f�TOF2� aRAINSl��f�1pQ�AGf�Y A�CESSlOV�R���� fO1I�f�W���MT �ERMIT�
Matt E�ans, P.E �- District MaEntenance Director 817-37D-652'I
Jennifer Gio�ando - Office Mgr. 81 i-37'D-6524
Chrisiine Jones- AAH, Damage Claims, & OSIOW 817-37Q-3636
Page 1
Page 2
Margaret Jasso � Accessl€7ri�eways & Storrrt Drains
ITF�{Il�f �� �I�NA��, TR�IF�IC NiA�IA�EME�1T, MES��0.�� [�OARD� -817-370m3�69
Dicky Whife Super�isor
Il..�i�e: I_ocaEinns; (;c.���r;-r�:l t:cs!�itenl I�c�O�r7 C]i�i�� io� F�t�i�i
�fn�Egency �antact hllxrnbef: �o�iroi Ro��n - �A I-l�s�rs
$17-370-6527
817-370-6860
817-370-35�1
$'a � — �� �i- ��f}'�
� Fa��wo��� o�����c� ���r��r���ar�c� or-F�c��
J��I�I�ON �OUN7Y f�lAi�1TEtV+4N�E
John Nolt Maintenance Supervisor
Bryan Anderson Utility Permits Inspector
Joshua Aowers Utifity Permfts Inspector
WiS� � ,JAC#� �DUN�Y iM1�AIh�T�h�Ah�C�
Colt Wright Ma�ntenance Super�isor
Keith Praci�now �ltilify P�rmit Insp�ctor - Wise
Jana Robinson Utilify Permit Inspector - Jack
Wesley Harrison Utility Permit fnspector
�l�ft�'Fi TAI�RIANT COU�1T�f MAIF�TE�lA�1C�
Mi�Ce Sepeda Maintenance Supervisor
Ga�ina Talamantez Nortn Tarranfi County Utilities Inspector
Cell-817-291-0794
Cel I-817-240-2149
Celi: 817-296-1956
Cell: 940-567-661 �[
Celf: 817�709-6664
Cell-817-240-9134
SOUT� T,4i�i�Ah17 ��Ur��Y �VlAini�EhiA���
Ralph Garza Maintenance Supervisor
Gavino Tafamer�#ez South Tarrant Counfy Utilities Inspector Cefl-817-240-9134
E�3AxH, HQOD, SO�U9CFtVL�L� COUNTY IU1A#�il'CNAhi��
Jason Medders Maint�nance SupervEsor
Michael Millsap Utility Permif f nspector
�AFtF{�R & f�ALD PINT� �DL�l�TY 14�JkIEVTEfV�0.1�C�
Tom Brown Maintenance Supervisor
Miche]]e Net#Ees Utili#y Permits Inspector
Cell-25G-4'f 3-5058
817-202-290D
817-202�2900
8 9 7-202-2900
940-626-340Q
940-626-3A�0�
94�-626-3400
940-626-3400
817�399-4350
817-37Q-6668
817�370-6903
S 17�370-6668
254-965�3511
254-965-351'E
682-229-2864
940-452-5388
EM�R�Ei��Y UTi�t�Y �ONTA��': Traffc Co��tral F�oo�ri -��-H�rurs �17-3���3i���
T�DOT'.5 MIS�10� �uTAT�Iti!{�NT
T'he mission of fhe Texas Deparhnent of Transportation is to provide safe, effect��e and efficient mavemertf of �eople and goods.
�A�F7Y
Please refer to ihe Texas Manual on Uniforrn Traffic Control �evices (TMUTCD) for questions conceming fraffic confrol pfans.
htto://ftp.dot_state.tx.us/r�u b/txdnt-info/trF/tmutcd/2p11-rev-2/S.pd#
WHlLE WORKING ON THE TXDOT R1GHT OF WAY: HARD HATS, CLASS-3 SAFETY VESTS AND STEEL TOED BOOTS
ARE REQUIREQ AT ALL TIMES. A GOPY OF THE LfTILiTY OWNER'S P�RMfT MUSi' BE ON 51TE AT ALL TIMES.
Page 2
Appro�al Form APPROV�,L
O�line �ersion 11l2005
To L�am Conlon Date 9122I2020
City of Fort Worth Application �Io. �TW2020fl901130711
200 Texas Street District App. Na. 22Q5-WL�SH'[83�20
Fort Worfh, TX 761Q2 Highway 5H 0�[83
Control Section 009405
Maintenance 5ection South Tarrant
County Tarrant
TxDDT offers no obj�ction to the loca#ion on the right-of-way of your propased utility installation, as described by
�lotice of Proposed Litility Installation No. FTW202Q090113a711 (�istrict Application No. 2205-WL-5H183-20)
dated 9122/2D20 and accompanying ciocumentatian, excepf as noted below.
A COPY OF THIS PERMIT IN ITS �NiIRETY MUST BE pN SI7� Ai ALL TIMES! Contractor is req�ired to
contact Tx�OT Traffic Operations group at 817-37U-3fi64 prior to beginnirog and exca�ation work in the area of
existing utilities. The Utility Owner is to send a Conduct Inspection action with the On-Sif� Contractor's
contact information through the UlR website 48 hours prior ta commencing wark. CONTRACTOR is to car�tact
inspecfor Ga�ino Talamantez at Cell 817-240-9134 or 817-370-6668 with his 48-hour Notice ancf TCP
submission fram the most recent edition of the TCAs Standards � 48 hours prior ta commencing work. Utility
Owner 5hall Not cut inta pa�ement ar rip rap withaut WR[TTEI� APPR�VAL from TxDOT, *Link to the most
recent TCPs 5�ar�dards: h#tpJlwww.dot.state.fx.uslinsdtdotlorgcharticmdlcservelsiandarditoc.htm
When installing utility lines on controlled access F�ighways, your attention is directed to go�et'ning laws, especially to
Texas Transportation Cade, �iitle fi, Chapter 203, periaining to Modernizafion of 5tate Highways; Controlled Access
Hiyhwdys. Aceess for ser�ing this installation shall be lin�ited to access �ia (a) frontage roads wt�ere pro�ided, (b)
nearby or adjacent public raads ar s#reafs, (c} trails along or near the highway righf-of-way lines, connecting only to an
intersecting roads; from any one or all of which entry may be made to the outer porfion of the highway right-of-way for
normal s�r�ice anci maintenance operatior�s. l"he ins�allation Owner's rights of access to the through-traffic roadways
and ramps shall be s�bject to the same rules and regulatinns as a�ply to the general public except, howe�er, if an
emergency situation occur's and usual means of access for normaf ser�ice operations will nof permit fhe 4mmediate
action required by th� Utility Installation 4wner in rriaking emerger�cy repairs as required for the safety and weltare of
the public, the Utility Own�rs shall ha�e a temparary right of access to aRc4 from the ti�rough-traffic roadways and
ramps as necessary to accomplish the required emergency repairs, pravicied TxDOT is immediafely not�fied by #he
Utility Installation Owner when such repairs are initiated and adequate pro�ision is made by the Uiil�ty Installafion
Owner for convenience and safefy of highway traffic.
The installation shall not damage any par� of the highway and adequate pro�isions must be made to cause minimum
incon�aniences to traffic and adjacent property owners. I n fhe event the Installation Owner fails to cornply with any or
all of the requirements as set forth herein, the State may take such action as it deems appropriate to compel
compliance.
It is expressly understood that tf�e TxDOT does not purport, hereby, fo grant any right, claim, tit[e, or easement in or
upon this highway; and if is further understood that the TxDOT may rec�uir� th� Insfallation Owner to relocate this line,
subject to pro�isions of go�erning laws, by gi�ing thirty (30) days written notice.
If construciion has not started wit�in six (6) months of the date of fhis approval, the appro�al will automatically expsre
and you w�ll be required to submit a new application. You are also requested to notify thfs ofFice prior to
commencement of any routine or periodic maintenar�ce which requires pruni�g of trees within fhe highway right-of-
way, so that irve may pro�ide specifications for the extenf and methocis ta go�ern in frimming, topping, tree balance,
type af cuts, painting cuts and clean sap. These specifications are intended to preser�e our cansidet'able in�estment in
highway planting and beautification, by reducing damage c4ue to trimming.
Special Pro�isions:
You are required to natify TxDOT 48 hours (2 business clays) before you starf construction fo allo�ry for proper
inspection and coordination of work days and traffic confrol plans. Use the UIR website for the 48-hour notification.
DO i�OT starf canstruction until you ha�e coordinated the construction start date and inspecfion with TxDOT. Yau are
also required #o keep a copy of ti�is Appro�af, ihe Notice of Proposed Installation, and any appro�ed amendrnents at
fhe job site at all times.
Texas Deparfinent of Transportation
By Ga�ino Talamantez
Title ROW Uti]ity Inspec#or
Districf Fort WortF�
Page I af 1
N��i�e o� �rop�s�d lns�a[I��i�n
����� UtiCi#y �ine On Tx�70T HigF�way Righf af Way
tt��artmana
6% TFOff9�PtGtICt1
InsYallation Application
Online versian 412006
To the Texas Transportation Commission Date 9/1l2a2❑
c!o District Engineer Application No. FTW2020090'i 1307'� 1
Texas Department of Transpnrtation
Fort Worth District, Texas
Formaf nofice is hereby gi�en that City of Fort Worth
proposes to insfal] a utility facility within the rig�t-of-way of SH0183
in Tarrant Counfy, Texas as follows: (details are shown on page 2)
The proposed 8-inch line is proposed to be insta[led within tf�e US 377 (Benbrook Highway) access
road at the int�rsection of Ruby Place and Joyce Drive in the City of Forf Worth. A partion of the line
within ROW will be instal[ec{ by open cut a minimum of 6-feet beneath existing pa�ement, and ihe
remainder will be insfal[ed by dry auger bore a minimum oi 6-feet beneath existing pavement.
Refer�nce Water Line H.
The line wili be construcfed and maintained on t�te highway right-of-way as shoUvn on the atfached drawing
and in accordance with ti�e rules, regulations and policies of the Texas Department af Transportation
(TxDOT), and all go�erning laws, including but not limited to the "�'ederaf Clean Water Acf,° the "Nafional
Endangered Species Act," and the "FederaE Historic Preser�ation Act." Upon request by 7x€70T, proof of
compiiance with a[I governing laws, rul�s and regulations will be submitted to TxDOT before commencement
of construction.
Our firm will use Best Managemeni Practices ta minimize erosion and sedimentation resulting from the
proposed installafion, and we will revegetate the project area as indicated under "Re�eg�tation Specia{
Pro�isians."
Our firm wil[ ensure that traffic control measures complying with applicable po�tions of the Texas Manual of
Uniform Traffic Control Devices wi[I be installed and mainfained for the duration of this installation.
7he location and description of ti�e proposed installation and a�apurtenances is more fulfy shown by 1 files
containing drawings and other pertinent information uploaded ta the website.
Construction will 6egin on or afEer. .lanuar,�, 2021 and end on or before June 30 2022 .
I certiFy that I am authorized to represent the Firm listed below, and that our Firm agrees to the
conditianslpro�isions included in this notice.
Ufility Installation Owner City of Fort Worth
By Liam Conlon
Title
Address 200 Texas Sfreet
Fort Worth, TX 76102
Phone No. 8'�7-392-6824
E-rnail address liam.conlon c(�,fortwprthpo�.qrq
k�ttp://apps. dot, state.tx.uslapps/UIRPR0�211ib/PermitNotice.asp?1' ermitEventNauO&Fermi�ApNo—FTW2U... 91l /2020
Page 1 of 1
Application �eta�l�
Application �Vo. FTW202Q09Q'I 130719
Date 911/202D
Utiliiy Installafion Owner City of For� Worth
By Liam Conlon
TxDOT Disfrict F'ort Worth District
Gounty Tarrant
Rpute SH0183
Confral Section 009405
The proposed 8-inch Ifne is proposed ta be
installed wifhin the US 377 (Benbroo[c Highway)
access road at the intersection of Ruby Place and
Joyce Drive in the City of Forf Worth. A portion af
Description �he line within RQW will be installecE by apen cut a
minimum of 6-feet beneath existing pavement,
and the remainder wilE be instaEled by dry auger
bore a minimum af 6-f�et b�neath existing
pavement. Reference Waier Line H.
Aftachments Far#-Worth W52-3 Water-Line-�i.pdf
http://apps.dot.state.tx.us/apps/L]IRPROv2/1ib/PermitNoticeD etails.asp?PermitEventNo=O&PermitApN o=... 9/1 /2020
I'age 1 of 2
TxDOT � Fort Worth District
CNECKLIST FOR R�VI�W OF NOTICES OF PRQPpSED l�1STALLATipN
dnline �ersion 02l2019
Yes No NIA
��� 9. Is the utility company submitting this Notice af Proposed Installation (NOPI} registered in the
TxDO�" UIR System? Only utility companies registered and conducting installations within the For�
Worth qistricf can �iew and submit this checklist as th� preliminary portion of the p�rmit.
��� 2. We prapase to canstrucf this utility ir�stallation according to the description, construction plans,
special pro�isions, and otf�er related documents, as described in the Notice of Proposed Installation,
Appro�al Form, and Appro�ed Amendments. We wiil also maintain field representation during
installation of this utility.
��� 3. Tha following notes are fiagged on the first page of the plan sheets: CONTRACTORS-Y�U'RE
TO CALL THE TxDOT INSPECTOR f�[�iED OP[ THE APPROVED PERMIT 48-HOURS PRIOR TO
THE START OF CONSTRUCT[ON. THE CONTRAC'I'OR 15 R�QUIR�C7 'TO CON7AC7 7xC107'
I]ISTRlC7 TRAFFIC SIGNA�. SHOP AT 817-374-3661 FpR L]NE LQCATES IF BURIED PORTION
�F THIS WORK 15 �€EAR TxDOT TRAFF]C SIGNALS.
��� 4. Has the utifity company's an-site inspector and contractor narne and conkact inforrnation been
provided in the Special Comment seetion?
Confractar has not yet been selected, and Inspector wiil be assigned prior to constru
_� -- T_----- — , — ----------- _ _ _ _ __. .. _._.. .......... ._ .... ... _.......... _......_.. _..__.._._...._.......
cfion beginning.
��� 5. Are fhe utility plans legible, drewn to scale, accurately dim�nsioned, and north arrow with vicinity
map shown?
��� 6. Are the TxDOT RQW lin�s and �dge of pa�emen�/curb lines disiinguished, labeled, and
dimension�d on the pians? ]s the locafion and identification {highway number} of the TxDOT
highway clearly indicafed on the plans?
��� 7. Are all new utility crossings of TxDOT roadways proposed af 90 degrees with the centerline of the
highway? If noi, is an Exception Letter addressed to ihe TxDOT Fort Worth District Engineer
attached?
��� 8. Buried Utilities: Are oil and gas, water lines, FOF�C�D sanifary sewer lines, and ele�tric cables
placed in a steel casing when crossing the raadway?
��� 9, Buried Utilities: Are buried utilities lacated as clase to 4-FT from fhe R�W line as possible? If not,
are utility conflicts shown and identified?
ProposecE instalfation location is due to multiple harizontal and vertical conflicts
���'I4. guried Utilities: 1s the minimum bury depth clearly indicated on the plan and �roiile sheets for
utilities running parallel fo fhe R�W and for thase crossing t�e rpadway?
��� 11. Buried Utilities: For lines crossing highways, city streefs, �ounty roads, priva#e roads, and paved
dri�eways, is it clearly shown in the description and on each page of the drawings that the line wiil
ba installed by conventional dry auger bore unless otherwise appro�ed in writing by a TxDOT
�ngineer or Inspector.
k�ttp:l/apps.dot.state.tx.us/apps/UIRPROv2/1ib/PermitChecklist.asp?Peri77itApNo=FTW202009Q 1130711 9/1J2020
Page 2 of 2
Dry auger bore is the only acceptable method of steel casing pipe installation for Ci
...,.......,.... .........v�......-............_._...��� T��----
tv of Fort Worth ~
��� 12, Buried Utilities: Are existing u#ility facilities in close Aroximity shown in the plan view and also in
a profile view when alignments cross?
��� 13. Aerial Utifities: Are new utility poles loca#ed within the first 3-Feei of the ROW?
��� 14. Aerial Ufilities: Ar� �xisting and naw utility poles differentiated on the plans ancE is #he minirnum
aerial (�ertical and/or horizontal) clearance clear�y nated?
��� 45. For H1GH PRESSURE GA5 LINES, SALT WATER P1PEL1NE5, and ABANDONM�NTS please
contact the lJtility Permit Of#ice at {817) 370--6534 or (817) 370-6865.
��� 96. For Smali Cel�: Will this project meet all applicab[e City design guidelines? If npt, pfease explain.
��� 17. For 5ma[I Ceil: Nas the Applicant read, understood, and to the best of their a6ility, drafted a
cEesign ff�at follows 43 Texas Administrati�e Code, Chapter 21, Subchapter C, in this subtnission?
��� 18. For SmalE Cell: Has the Applicant read, undersfood, and to the 6ast of their ability, draRed a
design that follows the District 5pecia! Provision`s?
��� 19. It is understoocE that a copy of the Utility Perrr�it or Indi�idual Site Agreement (wiEh exhibits)
NEUST be on the job sife during any construction activities.
hti.p://a�ps. doti. state, bc.us/ap�s/UIRPROv2/1ib/PermiiChecklist. asp?PermitApNo=FT W2020090 1 1 3 �711 4/ J./2020
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�'��2� VI��F�TM l���TF���T U�`I�fTY DII����'��Y
0� - FTV�f y O�f������0
jFOR�f WOF2TM DISTRI�T U�LITY �FFI�E �
Bill McCoy Right of Way Project Delivery Manager
Doug Fain Ufilify Lead Dou�las.Fain@tx�ot.�ov
AmarAkram, P.E. Transportation Engineer Amar.Akram@txdot.�ov
Rebecca Booher �J#ifity Coordinator�Permits Re6ecca.Booher@txdot.�ov
Ben Tre�ino Utiltiy Coordinator Ben,Trevino@txdot.gov
J�nnifer Showers Utility Coordinator lennifer.ShowersC�#xdot_�o�
Franciso (Javier) Fuentes Utility Coordinator Francisco.Fuentes@txdot.�ov
Patrick iVunley Utility Coordinator Patrick.Nunley@txdot.gov
Sheldon Gatewood Utility Caordinator Sheldon.Gatewood@#xdot.gov
UTfLITY 1NSPECTQRS
Ga�[no Talamantez - Gavino.Talamantez@txdot.�ov Celf-817-240-913A�
Nor�h & So�th Tarran# Co.
�*�D} .]Oh!l��ON COUN�Y AR�A OFFI�E : 817-���-��00
Janet Crawford, P.E. - Area Er�gine�r '�����
Pefer Ross, P.E. - Asst. Ar�a En�ineer
�5'I� �NI�� �, .�ACK COl1t�TY AR�A OF�'I��� : ��#0-6��-��i00
�dr�an Cheng, P.E. - Area Engineer
�scar Chavez, P,�.-Assfi. Area Engineer
���� NO�TH TARRAFVT ���NT`f AI�EA DFF€�E �hl. OF �i�€-3Q} : 897-3�9-4302
Minh Tran, P.E��- Area Engineer
James Bell, P.E. - Asst. Area �ngineer
__
(��} ��U�H TAf�FiJ0.{�!T COUNTY AR�A OFFl�E (�. �F 9M-30� : 6�7-3TO�GG40
Rar�dy �3owers, P.�. - Area �ngineer
Russel� Poer, I'.�. � Asst. Area �ngineer
(:�6� ERAT�1, ���OD & �OMERVELL ��UN1'Y A�'�A Q�=�l��S - ��4��65=��71
David F'awler, P.�. Area �ngineer
Sarah Horner, P.�. Assistan#Area Engineer.
(5�� PAF2�C�R & P�ILt� �Ih1T0 �O�J�]TY IA#��l� O�Fl�E� : 682,22J-�80�1
Qa�id Neeiey, P.E. Area En�ineer
Gary Beck, P.E. Assis#anf Area �ngineer.
817-370-6668
817-202-2900
817-2Q2-2939
940-626-34n0
940-626-340Q
817-399-4302
517-399-4302
517-370-6640
817�370-6640
25A-965-3�11
254-965-3511
682-229-2800
682-229-2800
DRI!!�1!'��Y��STOF�I�!! i]RAIi+lS�T�MPO�ARY �4CC�SSfQV�R�1�� f�V�RW�l�HT P�R�IITS
Matt Evans, P.E. - District Maintenance Director �� Vy ��4 8'[7-370-6521
Jennifer Giavando - Office Mgr.
Christine Jones- AAH, Damage Claims, & OSIOW
OFFI�E PHON�
T 8'€ 7-37fl-695U
817-370-6542
$ 9 7-370-8681
817-370-6534
817-370-6523
512-516-3692
512-345-1148
�469-719-0895
512-621-8072
817�370-6524
$17�370-3636
Page 1
Page z
Margaret Jasso - AccesslDri�eways & Storm Drains
�7i�A��l� ��G�1ALS, 7f2A�Fl� I�JAf�A���E�h�T, MESSl��� HOP►R�S -S'17-37�-��£1
Dicky White Supervisar
l.ir�r� �.oc�tic����= i::nni;�r.; frpnCrof F:o�rn t�ff�ce #t�r I� or:�,
Ent�rr�ency C�r�ta�t h�u�ks�r: �c��tc�t R��rr� •��7 I�o�,r�
817-370-6527
817�370-686C}
� 17-3'r C1-3�61
817•370���F:�61
FQR7 V1iOR7N �IS7R1�T 14�A��17ENA�1C� O�F1�L�
JpHNSON �O�}1VTY MAINT��IAN��
John f�olt Maintenance 5uper��sor
Bryan Anderson Ut�lity Permits inspector
Jashua f'awers Utility P�:rmits Enspector
WI�� 8� ,1A�K �OUN�1' MAIN�Ehi�lN��
Colt Wrigh� Maintenance Supervisor
Kei#h Prochnow Utility Permit Inspec#ar - W�se
Jana Robinson Lltility Permit Inspector - Jack
Wes[ey Harrison Utility Permit Insp�ctor
�tl{�RTFi �A4RRA�J� �DL�h�TY 1�IAINT�I�A�1C�
Mik� Sepeda Maintenance Supervisor
Ga�ina Taiamantez North Tarrant County Utilities Inspector
��3U7F1 'f1��"{RJ�1lVT �OUNTY Ml��NT�NJ0.f���
Ralph Garza Maintenance Super�isar
Gavina Taiamentez South Tarrant County Utilities fnspector
Cel1-817-291-D794
Cell-817-240-2149
CeIL 8'[ 7-29�-'i 956
CeIL 940-567-6F1'i
CeIL 817-709-6664
Cell-817-240-9134
Cel1�817-240-9� 34
817-202-2900
817-202-29Q0
817-202-290D
940-626-3A �0
94�-626-340f]
94a�626-3400
940-626-3400
817-399-4350
817-370�6668
817-370-6903
817-370-6668
�RA�FE. HDDp. �OM�RI���� �OI.N�l1"Y MAINT�NI�N��
Jason Medders Maintenance Supervisor
Michael Millsap Utility Permit Inspector
P�4RFC�� 8t P�I�O f'i�1TC7 �OLJNTY I�AIAiT�[��1�1��
Tom Brown Mainienance Supervisor
Michelle Nett[es lJtility Permits Inspector
Cell-254-4� 3�5058
25�-965-3511
254-965-3511
6$2-229-2804
940-452-5388
�14�ER�ECdCY UTII�TY �ONTA�T: 7ralfic �vnErol Rn�i� - �4-I•I�urs �31�-�74-3�61
�xt��-r�s m��s��r� ���fi�n��n�r �
The mission af the Texas Depart�nent of Transportation is io pro�ide safe, efFecti�e and efficient movernenf of peopl� and goods.
�A��T1�
f'lease refer to the Texas Man�al on Uni�orm TrafFic Control De�ices (TMUTCD) for questions canc�rning traf#ic cantrol plans.
http://ftp. dotstate.tx.us/pu b/tx�ot-inia/�rF/trn �tcd/2011-rev-2/6.udf
WH[LE WORKING ON THE TXDOT RIGHT OF WAY: HARD HATS, CLASS-3 SAF'�iY V�STS AMD S7EEL TOED BOOTS
ARE REQUfRED AT Al.l. TIM�S. A COPY OF THE UTiLITY OWN�R'S PERMIT MUST BE DAi SITE AT ALL T�MES.
Page 2
��-0 � 6� 0� �Ppoduct �equ�remen�s
'I'I�][S �PA.�IE �LlE�"�� �1�T7C�E1�7�][�l�TA.]L�L� l�L�I�TI�
CITY OP FOKT WOitTH WS2 to WS3 Pressure P1ane Transfer
STANDARA CONSTRUCTION SPEC[F[CAT10N DOCTJM�N'1'S City ProjecE No. 01468
Revised 7uly 1, 2011
B �
��� � � ���
�
CI7�� �F 1���.7T WO�.TH
�A'�']El� �]E�PA��`l��J[]El�T7�
S'�'A�l]A]�]D_ P��D�JC'�' ]��S'I'
LTpciated: Sep�emberr 06, �0�9
The Fort Worih Water Depar�ment's Standard Products List has been deve�oped to
mznimzze the submi�tal review of products which meet the Fort Worth Wafe�
Departmeni's Standaxd Specifcatzor�s durzr�g utility construction projects. When
Technical Specificaiians for specific products, are included as pa�t of the
Constructian Contract Documents, the requir�ments of the Technical Sp�cification
will override the Fo� Worth Waier Depa�ment's �tandard Specifications and the
Fart Worth Water Departmeni's Standard Products List and appro�al of the
speczfic praducts wi11 be based on the requirements o� the Technical Specif cation
whether or not the specific product xneets the Fo�t Worth Waiex Depa�f:ment's
Standard Specif cations or i� on the Fort Worth Water Department's Standard
Praduc�s List.
rY'able of Con�eni
{Clicl� on items fa go direct�y to the �age)
Items Page
A. Water & �ewe�-
1. Manholes & Bases/Components ........................................................... 1
2. Manholes & Bases/Riberglass ............................................................... 2
3. ManhoIes & Bases/Fraines & Covers/Rectangular ............................... 3
4. Manholes & BaseslFrarnes & Covers/Round ....................................... 4
5. Manholes & Bases/Frames & Covers/Water 1"ight & Pressure Tight .. 5
6. Ma.nholes & Bases/Precast Concrete .................................................... b
7. Manholes & Bas�s/Rehab Systems/Cemeniiiious ................................ 7
S. Manhol�s & Bases/ReHab Systems/NonCementitious ......................... S
9. Manhole Insert (rield Operations Use Only) ........................................ 9
10. Pipe Casing Spacer ..............................................................
I 1. Pipes/Ductile Iro� ................................................................................. 11
12. UtiIity Line MarIcer ............................................................................... 12
B. �ewer
13. Coatings/Epoxy ..............
14. Coatin�s/Polyurethane ...
15. Combination Air Valves
16. Pipes/Conc�ete ...............
....................................................................... 13
....................................................................... 14
....................................................................... 15
......----• ............................................................ 16
17. Pipe Enlargemenf System (Method) ..................................................... I7
18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18
l9. Pipes/HDPE .......................................................................................... I9
2fl. Pipes/PVC (�'ressure Sewer) ...................•------------........---------...--------•---- 20
21. Pipes/.PVC�` .................................•-.......---•--...---..................................... 2I
22. Pipes/Rehab/CIPP ................................................................................. 22
23. Pipes/Rehab/Fold & Form .................................................................... 23
24. Pipes/Open Profile Large Diameter ...................................................... 24
C. Water
25. Appurl:enances ....................................................................................... 25
26. Bolts, Nuts, and Gaskets .................................................•----....------....... 26
27. Combination Air Release Valve ........................................................... 27
28. Dry Barrel Fire Hydeants ...................................................................... 28
29. Meters ..........................................................................
30. PipesIPVC (AressUre Water) ........................................
31., Fipes/Val�es & rittings/Ductile Iron ��il:tings ..............
32. Pipes/Valves & Fittings/Resilient Seated Gaie Valve .
...................... 29
• ..................... 30
33. Pipes/Valves & Fittings/Rubber Seated Butterfly Va1ve ...
34. Polyethylene Encasernen�t ..................................................
............. 31
............. 32
............. 33
............. 34
35. San�pling Siatians ........................................................................�........ 35
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