HomeMy WebLinkAboutContract 62025FORT WORTH@
CONTRACT FOR
THE CONSTRUCTION OF
Marine Creek Sanitary Sewer
Parallel Interceptor M-279 & M-245B
Part 1 Slipline Mattie Parker Mayor City Project No. 103497 Clu-istopher Harder, P .E. Director, Water Department Prepared for
The City of Fort Worth
Water Department
MAY2024 Prepared by: David Cooke City Manager Kimley >>> Horn
Texas Registered Engineering Firm F-928
Kimley-Horn No. 061018412
CSC No. 62025
i
�RT (�RTH �;,
�it of Fort Worth
y
Standard Construction Specification
Documents
AdopEed Sej�tember 201 1
00 oa o0
STANI]ARD CONS7'ttUCTTOIV SPTiCI[�TCA'FION T)OCCJMEi�T5
SECTION 00 00 UO
TABLE OF CONTENTS
Di�ision 00 - Geiieral Conditiacis
Page Y oF4
Last Revisec�
00 OS 10 Ma or and Council Communication 07/0112Q11
00 OS TS Addenda 07/01/2011
00 I 1 f 3 Invitation to Bidders 07/19/2021
00 2J 13 Instiuctions to Bidde��s � 11102/2021
00 3S 13 CQnflict af Interest Statement 02/24/2020
00 �€1 00 Bid Form Q9130/2021
00 42 43 P�•o osal Fozxn. Unit Px•ice 01/20/2012
00 43 13 Bid Bond 09/11/2a17
�Q �3 37 Vendox� Com liance to State Law Noru•esident Bidc�er 0G/27/201 I
00 45 11 Bidde��s Pre ualifcations 08/I312D11
00 �S 12 ���e uali�cation Statement 09130/2421
00 45 13 Pi�e ualification A lication 0$/1312021
OQ �iS 2b Cont��actoz• Ca�n liacice with Wo�•�e�s' Com ensation Law 0710 1120 1 1
00 45 40 Business E ui Goal 10/27/2021
00 52 43 A reement 3/08/2024
DO 61 13 �'e��forn�ance Band 12/08/2023
00 61 14 Pa ment Bond 12/08/2023
DO 61 l.9 Maintetaance Bond 12/08/2023
00 &1 25 Certificate of �nsurance 07/0112flI 1
QO 72 0� Genez•al Conditians 03/08/2024
QO 73 00 Su lementat Conditions 03/08/2024
Divisio�i OI - Geitei•al Re uirements Last Revised
O1 1 I Oa S�rmmar of Wa�•lc I2/2012012
Q1 25 00 Substitution Procedures 07/01/2011
O1 31 I9 Pi�econsituctian Meetin p8117120I2
01 31 20 Pro'ect Mcetin s 07/d1/2011
O1 32 lb Construction Schedule I�106/2023
O1 32 33 Preconsi►uction Videa 07/01/2011
O1 33 00 Submittais 12/20/2012
O1 35 13 S ecial Pra�ect Proced�u•es - M�D��'��D 03I1112022
0� 45 23 Testi►� and Yns ection Setvices 03/09/2020
0� SO QO Tem oz•az Facilities and Controls 07/0I12Q11
OI 55 26 St�-eet Use Permit aiid Modificatiotis to Traffic Cont�•ol 03/22/2021
OI 57 13 Storin Water Pollution �t'e�ention Plan 07/01/2Q11
01 58 13 Tem orar Pro'ect Si na e 67/01/2dl 1
01 b0 00 Product Re uiretnents 03/0912Q20
O1 66 00 P�•odi2ct Stora e anci Handlir� Re uirei�ients 07/01/2D11
01 70 00 Mobilization and Remobilization 1 I/22/2016
O 1 7I 23 Constructian Stakin and Surve Q211 �/2018
01 74 23 Cleani�� 07/01/20 � 1
O1 77 19 Closeaut Re uire��ieti#s 03/22/2021
O1 78 23 O e�•at�o�� az�d Maic�tenance Data �2/2012012
01 78 39 Pro'ect Recorc3 Documents 07/01/2011
C1TY Ol� FQ1tT 1V�RTH 3vlARINE CREEK SS PART 1— h9-245l3 SLIPLINE
STANDARD CONS'1']ZUC7'[O?�i Si'�CTFICAI'lOiV DOCUMENTS CI7'Y 3�ILOJECI' I+lo. 103447
Revised ?vtarch 8, ?.024
00 0o aa
S'k'ANDAItll CON3TRUCTIOt�i 5�'ECIFICATIQN DOCUIvEL+NTS
Pagc 2 of 4
Tecli�fical S�ecificatio��s tivhich liave been tnoc�i�ecl by tilae Et�git�ee�• specifically �'ar tl�is
Pro�ect; hat�d copies are x►���Yxa�a �« t��� rroject's Contracf Documents
Di�ision 31- �artlnvoz•1� Date
Mac�i�ecl
31 10 00 Site Ctearin 05/03/202�
Divisia�i 33 - Utilities
33 31 22 Sanitaz• Sewer Sli Linin 05/03/2024
33 31 41 Sli Li�un Grout — Noz� Standard 05/03/2024
Tecl�nical Speci�catzons listed Uelaw are includecl for this Pa•ojecf by reference aud ca�� be
vie�ved/da�vnioaded from tlie City's �vebsite at:
t�ttp:llfoz•t�cvoz•tlitexas,�ov/tp�v/coniracto��s/
ar
l�ftps:/lapps.forhvoythtexas.�avlProi ectResources/
Divisia�� 02 - Existiii Con.ditioaas
02 A 1 13 �elective Site Demolition
02 41 14 Uti1i Removal/A�andon�nent
02 41 15 Pavin� Rerz�oval
Divasion 03 - Concrete
Last Revised
03/11/2022
1 212 012 0 1 2
02/02/2016
Q3 30 0� Cast-T«-Place Concrete 03/11/2022
03 34 13 Controlled Low Sn-e�i th Material CT,�M 12/20/2012
03 80 00 Modi#'zcations to Existin Conci•ete Structures 1 212 012 0 1 2
Di�visiori 31- �artln�ork
31 00 00 Site Clearin �3/22/2fl21
31 25 OQ Erosion and Sedi�iient Coi���oi 0�129/2021
Divisian 32 - Exterioi• Im i•ovemenfs
32 91 19 To soil Placement and r
32 92 14 Non-Native Seedin�
�
03/11/2022
OS/I3/2021
Tlivisinn 33 � [Jtilifies
33 O1 30 Sewer and Manhole Tesfiin 09/07/2018
33 41 31 Clased Circ��it Television CCTV Ins ection — Sanitai Sewer 03/11/2622
33 03 IO B�ass 1'utn i�a of �.xistin Sevve�' S stems 1 2120/20 1 2
33 04 i 0 Ioint Bo�idin and Electrical �solation 12/20l2012
33 04 50 Clea��ii� of Pi es 03/11/2022
33 OS 10 Utili Ta•ench Excavatio�i, Exnbedinent, and Backfill 04/02/2021
33 OS 13 Frame, Co�er and Grade Rin s 09/09/2022
33 O5 17 Conci•cte Collars 03/1 iI2022
33 OS 26 Utili Ma��ke��slLocators 1 2120/26 1 2
33 p5 30 Location of Existin Util�ties 1 2/20120 1 2
33 1 I QS Balts, NE�ts, atid Gaskets 12/20/2012
33 11 10 Ductile Ieon Pi e 12/09/2022
CETY OF �'ORT WORTI� MA�iTNF Cl2EEK SS PART 1— M-245B SLIl'LRSP,
STANDARD CONS'I'1tUCTfON SPECIFICAT]ON 1�OCUMEAIT5 CITY PR07FCT No. 103447
]2c�ised March 8, 7_024
0o ao oa
S7`ANDARb CONSTRUCi'lON SPFCIFTCA'CION DOCUIvtEIdTS
33 31 13 Fiber iass Rein�oz•ceci I'i e far Gravit Sanitar Sewers 12/20I2a12
33 31 50 Sanita� Sewcr Scrvice Connections and Sezvice Line 04/26I2013
33 39 10 Cast--in-P[ace Concrete Manlzoles I2/2012012
33 39 20 Precast Cotic�•ete Manholes 12/20/2012
33 39 6p Liners for Sanitar Sewer �t�i�ctw�es 0�/29/2021
Page 3 o f �
Divisron 34 -
3� 7I 13
`x�aztspoz•tatioti
Traffic Con�col
03/22/2021
Appeaadix
GC-6.06.D
GC-6.07
GC-6.09
GR-01 60 00
Minority and Women Owned Busit�ess Ente��prise Com�liance
Wage Rates
Pe��rn.its and Utilities
Product Requii-eiiients
END OF SECTION
C1TY OT� PORT WORTH MARINE C1tN1:K SS PART 1— M-2A513 ST.IPLINE
STANDARb CONSTRUCTjON SPECIF[CATIOI�I DOCiIMEN'I'S CiTY PRO]EC7'Na. 103497
1Levised March 8, 2024
City of ForE Worth,
Mayor and
Texas
Council Communication
dA7�: 08/13/24 EUI&C FIL� NUMBE,R: M&C 2�4-0677
LOG �IAME: 60MARkNECSSPIM2455LIPLINE-SJLOUIS
SUBJECT
(CD 9) Authorize Execufian o� a Contract with S.J. Louis Construction of Texas, LTD., i� ti�e Amount af �a2,893,65a.OD for Part 1 of fhe Sanitary
Sewer Main M-245B & M-279 Replacemen# and Adopt Appropriation Ordinance io Effect a Portion of Water's Contribution to the Fiscal Years
2024-2028 Capital Improvement Program
R�GOMM�NDATION:
Authorize �xecution of a contract wilh S.J. Lauis Construction of Texas, LTD., in the amount af �2,893,650.fl0 for parf 1 of the Sanitsry 5ewer
Main M-245B & M-279 F2eplacement project; anci
Adopt the attacl�ed appro�riation ordinance adjusting esfimafed receipts and appropriations in i�e Water & Sewer Revenue Bonds Seri�s
2021 by increasing esiimaied receipts and appropriations in fhe Sanitary Sewer Main M-245B & M-279 Replacement project {City Project
No.103437} in the amount af $3,268,208.00 and decreasing estimated receipts and appropriations in the Unspecified All-Funds project
(Ciiy Praject No. UNSPEC) by the same amount to effecf a partion of Waters Coniributian to the �iscal Years 2024-202a Ca�ital
Improvement Program.
[JISCUSSION:
This Mayor and Ca�rncil Communication (M&G) is to aufi�orize a construciion coniract with S.J. Louis Construction of Texas, LTD., artd appropriste
funding for Part 1 of ihe Sanitary Sewer Main M-245B & M-27S Repfacement project, wnich provides for trenchl�ss rehabifitaiion slip lining for the
existing 60-fnch sanitary sewer pipe crossing Unio� Pacific Railroad rigi�t-of-way South of �, Northside Drive.
The project was adverlised for bid on May 23 and May 30, 2024 in the Fort Worth 5tar-Telegram. On June 13, 2024 the following bids were
received:
Bidder Total Bid Contract Time
S�JD. �ouis Constr�ction of Texas, $2 gg3,650.00 150 Ca! Da �s
Y
Belt Construction, of 7exas, LLC $3,195,467.OQ
In additian ta fi�e contract cast, $229,875.00 is required far project inanagement and inspectian anci $144,683.00 is provided for project
contingency.
This projeci will have no impact on the Water [?epartment's op�rating budget when camplete. This praject is part of the Water Department's
Sanitary 5ewer O�ertlow Initiative Pragram.
It is the practice of the Water bepartment to apprapriate its CIP plan ihraughout the Fiscai Year, instead ofi within ihe annual budget ardinance, as
projecis commence, additional funding needs are identified, and to compiy with bond caver�ants. The actions in the M&C will amer�d the City of
Fort Worth's Fiscal Year 2Q24-2028 Capiial Impro�ement Program as fol�aws:
60MARII�ECSSFlM245BSSLIPLINE-SJLOUIS
Capital Revised
Project �Y202a C1P Budget Change
�und Authorify FY2024
Name �ame Apprnpriations (lncreaselDecrease) gud et
9
��a�� 103497
W&S 5S-Main
Rev M-245S $0.00 This M&C $3,268,208.00 $3,268,208.00
Boncis & �-279
Series REPL
2021
Funding is available in fha Unsp�cified Afl-Funds project wiihin the W&S Re� Bands Series 2021 Fund for the purpose of (unding the Sanifary
Sewer M-2458 & M-279 Replacentent project,
�undi�g for th� Sanitary Sewer M-245B & M-279 Replacemant project is depicted 6e�ow:
FUND
Water & Sewer Bond 2015A
Fund 560d7
W&S F2ev Bonds Series
2022 Fund 56Q20
W&5 Rev Bonds Series
2p21-Fund 56019
Project 7otaf
�xisting
Appropriafions
$683,930,0
$2,F324,580.
$0.
$3,5U8,510.
Additianal project Total*
Appropriatior�s
$0.00 $683,930.00
$0.00 $2,824,580.00
�3,26a,208.00 $3,268,208A0
$3,268,2U8.OQ $6,776,7'18.Op
*Numbers raunded for presentation purposes,
7he Business Opportunify Qivision placed a 6.86 percent husiness equity goal on this solicitaEionlcontract. S.J, Louis Construction of Texas Ltd.,
wiil be exceedng the goal at i,'�5 percent, meeting the City's Business Equity Ordinance. Any changes in subcontractors will be reviewed by lhe
Business Opparfunity Division.
The project is located in Counci] Distriet 9.
FISCAL [NFDRMA710N ! C�RTI�[CA710N:
The Qirector of Finance certifies that funds are currently available in the Unspecifed All-Funds project wiihin the W&S F2ev Bonds Series 2D21
Fund and upon approval af fhe above recomme�dations and adoptian of the attached appropriat'san ordinance, #unds will be avaifable in the W&S
Rev Bonds Series 2021 Fund for the SS Main M-245B and M-279 R�PL project to support executian af the contract. Prior to an expenditure being
incUrred, the Wat�r Qepar[me�t has the responsibility of verifying the availability of funds,
Submitted for City Manager`s O�Fice E�k Fernando Costa 6122
Originating Business Unit Head: Chris Harder 502Q
Additional Information Contact: Liam Conlan 6824
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00 05 10 - 1
MAYOR AND COUNCIL COMMUNICATION (M&C)
Page 1 of 1
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
SECTION 00 05 10 1
MAYOR AND COUNCIL COMMUNICATION (M&C) 2
3
4
5
[Assembler: For Contract Document execution, remove this page and replace with the approved 6
M&C for the award of the project. M&C insert shall be on blue paper.] 7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
END OF SECTION 24
,
`�� ��� i + ��� ;�� � ti � o
- �r�Y�:.�� ��.
g�y,��.�: .�
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ADDENDUM i0 IiVVITA'CION TO BID NO. 2q-0222
MA�INE CRE�K SANITARY S�W�R �ARALLEI. INTERC�PTOR M-279 & M2458 PART 1 SL1PL[N�
WA7�R b�PARTMEfVT
AbDENDUM NO. 'f
INVITAT[O�J 'TO BID (ITB): 24-0222
Blil OPE{�1NG QA�fE; June 13, 2024
DAT� ISSU�p: JUN� 06, 202�4
li"B No. 24-4222, issued June 6, 202�, is h�reby amended as follows:
1. � Responses to quesfions recelved on Banfire are �aktached to this addendum as Attachment A,
2. Specification 33 3'f 41 — Slip Lining Grout
a. The Slip Lining Grout specificakion is hereby replaced wit� ihe Slip Linfng Grouf
specificalion a#tached to this document.
3. Pre-Bid Conference (June 4, 2024)
a, Attendee List aitached to this document.
AI1 olher terms and conditions remain unchanged.
�� �
f�! Ii � � � o u ��•
..
TOT3Y SHaLQLA, P.�.
ASSiSTANT DiRECTOR, WATER DEPARTMEI�T
-------------------------------------......_____----------------------------------
By the slgnature affixed 6elow, Addendum No. 1 is hereby incorporated inko and made part of ihe ak�ove
referenced Invitation to �iti.
COMPAlVY NAME: S�J. Constructian of Texas, LTD
SIGNATURE:
NOTE.: Company name and sigYiature musl be the sar�'ie as an the original b9d documents. Failure ko
relum lhis form with your sealed bid may cons#iiute grounds �or rejectian af yaur offer.
ITB 24-0222 Marine Creek Sanitary Sewer Parallel Interceptor M-279 & M-2�}5B Part 1 S�ipline
Addendum iVo. 1, Page 1 of 1
CPN 103497 Marine Creek Sanitary Sewer Parallel ADDENDUM NO. 1
Interceptor M-279 & M-245B Part 1 Slipline ATTACHMENT A
A-1
1 of 1
This document is provided as a supplement to the Marine Creek Sanitary Sewer Parallel Interceptor M-
279 & M-245B Part 1 Slipline Contract Documents.
Below are responses to questions for clarifications that may require additional information and/or are
not addressed directly within the plans, specifications, and bid proposal:
Q1-1: Our inquiry is regarding the section 33 31 22 2.2B-7 about the joint system. Will the City consider
Flush Joints instead of bell and spigot joints as mentioned in the specified section?
R1-1: Yes, flush joints are acceptable.
Q1-2: Regarding nominal length, could please you confirm if pipes shorter than 20 feet can be
19-foot and 10-foot pipe.
R1-2: Yes, shorter than 20-foot sticks of pipe can be supplied.
Q1-3: Will you consider alternative pipe materials in place of FRP? This will help ensure a competitive
bid with fair value material costs.
R1-3: No, FRP will be the only acceptable material for this project.
Q1-4: Can the City confirm the acceptance of flush coupling for FRP pipes?
R1-4: Yes, flush joints are acceptable.
Q1-5: Superlift FRP pipe complies with the requirements for the OD described in 33 31 22 2.2C2., but to
select the right DN according to the manufacturer product range could you please confirm the
minimum ID for each diameter?
R1-5: Minimum inside diameter for nominal 60-inch FRP shall be 59.301 inches.
Q1-6: What ist he strength requirement for the grout?
R1-6: The grout shall have a minimum strength of 10 psi in 24 hours and 300 psi in 28
days, per revised Specification 33 31 41 Slip Lining Grout (attached with
Addendum No. 1).
33 31 41 - 1
SLIP LINING GROUT
Page 1 of 7
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
CITY PROJECT No. 103497
SECTION 33 31 411
SLIP LINING GROUT 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Furnishing and placing of grout in the annular space between slipliner pipes and 6
host sewers. 7
B. Related Specification Sections include, but are not necessarily limited to: 8
1. Division 0 Bidding Requirements, Contract Forms, and Conditions of the 9
Contract 10
2. Division 1 General Requirements 11
3. Section 33 31 22 Sanitary Sewer Slip Lining 12
1.2 PRICE AND PAYMENT PROCEDURES 13
A. Measurement and Payment 14
1. Slip Lining Grout 15
a. Measurement 16
1) This item is considered subsidiary to Sanitary Sewer Slip Lining installed. 17
b. Payment 18
1) Unit Prices: No separate payment will be made for work performed under 19
this Section. Include the cost of such work in contract unit prices for 20
sliplining wastewater mains. 21
22
1.3 REFERENCES 23
A. Definitions 24
1. Slip Lining 25
a. Rehabilitation of existing sanitary sewer pipe by pulling or pushing liner pipe 26
into the existing sewer pipe by use of mechanical and/or hydraulic equipment 27
b. Once in place, the liner pipe is allowed time to relax (return to original shape 28
after elongation due to pulling forces) and is then cut to fit between manholes. 29
c. Annular spaces between the liners and existing sewer pipes are sealed at each 30
manhole. 31
d. Manhole inverts and benches are reworked and reshaped. 32
e. Existing sewers not immediately affected by the slip lining process remain in 33
operation during the slip lining process, with sewage diverted around the 34
operations in progress. 35
B. Reference Standards 36
1. Reference standards cited in this Specification refer to the current reference 37
standard published at the time of the latest revision date logged at the end of this 38
Specification, unless a date is specifically cited. 39
2. American Society for Testing and Materials (ASTM): 40
33 31 41 - 2
SLIP LINING GROUT
Page 2 of 7
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
CITY PROJECT No. 103497
a. C109 - Standard Test Method for Compressive Strength of Hydraulic Cement 1
Mortars (Using 2-inch or 50-mm Cube Specimens) 2
b. C138 - Test Method for Unit Weight, Yield, and Air Content (Gravimetric) of 3
Concrete 4
c. C144 - Standard Specification for Masonry Mortar 5
d. C150 - Standard Specification for Portland Cement 6
e. C403 - Test Method for Time of Setting of Concrete Mixtures by Penetration 7
Resistance 8
f. C495 - Test Method for Compressive Strength of Lightweight Insulating 9
Concrete 10
g. C618 - Standard Specification for Fly Ash and Raw or Calcined Natural 11
Pozzolan for use as a Mineral Admixture in Portland Cement Concrete 12
1.4 ADMINISTRATIVE REQUIREMENTS13
A. Coordination 14
1. Coordinate with City, Engineer, franchise utilities, etc. as described in the 15
Drawings. 16
2. Provide advanced notice prior to commencing actual pipe slip lining activities as 17
described in the Drawings in order to allow the City to provide appropriate 18
advanced notice to affected residents.19
3. Review the location and number of insertion or access pits with the City Inspector 20
prior to excavation. 21
1.5 SUBMITTALS 22
A. Submittals shall be in accordance with Section 01 33 00. 23
B. All submittals shall be approved by the City prior to delivery. 24
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 25
A. Product Data 26
1. Include manufacturer's technical data showing complete information on material 27
composition and physical properties. 28
B. Shop Drawings 29
1. At least 30 days prior to grouting, submit information on equipment, grout mixes 30
and procedures 31
2. Equipment and operational procedures including mixing and pumping schedule, 32
grouting pressures, rates of pumping, and methods for monitoring the effectiveness 33
of the grouting 34
3. Detailed descriptions, and drawings indicating proposed locations, of surface 35
mixing equipment, subsurface injection points, flowlines, waste grout recovery, 36
grout pressure limiting equipment, bulkheads, and venting system. 37
4. Bulkhead design 38
5. Annular Space (between casing pipe and casing/tunnel liner plate) Grouting 39
Work Plan and Methods including:40
a. Grouting methods 41
b. Details of equipment 42
c. Grouting procedures and sequences including: 43
1) Injection methods 44
33 31 41 - 3
SLIP LINING GROUT
Page 3 of 7
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
CITY PROJECT No. 103497
2) Injection pressures 1
3) Monitoring and recording equipment 2
4) Pressure gauge calibration data 3
5) Materials 4
d. Grout mix details including:5
1) Proportions 6
2) Admixtures including: 7
a) 8
b) Laboratory test data verifying the strength of the proposed grout 9
mix 10
c) Proposed grout densities11
d) Viscosity 12
e) Initial set time of grout13
(1) Data for these requirements shall be derived from trial batches 14
from an approved testing laboratory. 15
e. Submit a minimum of 3 other similar projects where the proposed grout 16
mix design was used. 17
f. Submit anticipated volumes of grout to be pumped for each application 18
and reach grouted. 19
g. For pipe installations greater than 36-inches, without hold down jacks or a 20
restrained spacer, provide buoyant force calculations during grouting and 21
measures to prevent flotation.22
1) Calculations sealed by a licensed Engineer in the State of Texas. 23
h. Description of methods and devices to prevent buckling of carrier pipe 24
during grouting of annular space, if required. 25
1.7 CLOSEOUT SUBMITTALS [NOT USED] 26
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 27
1.9 QUALITY ASSURANCE 28
A. Qualifications 29
1. The applicator of the grout mix shall be certified by the grout mix manufacturer. 30
The certified applicator shall be regularly engaged in the placement of grout, 31
including completion of pipeline grouting installations having at least 1000 cubic 32
yards in the past 3 years. 33
B. Certifications 34
1. Provide Qualifications and experience of grout mix applicator. 35
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 36
1.11 FIELD [SITE] CONDITIONS [NOT USED]37
1.12 WARRANTY 38
A. Manufacturer Warranty 39
1. M all be in accordance with Division 1. 40
PART 2 - PRODUCTS 41
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 42
33 31 41 - 4
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Page 4 of 7
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
CITY PROJECT No. 103497
2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 1
A. Materials 2
1. Fiberglass Reinforced Liner Pipe3
a. The pipe and fitting material shall conform to Section 33 31 13. 4
2. Cement 5
a. In accordance with ASTM C 150. 6
1) Pozzolans and other cementitious materials are permitted. 7
3. Fly Ash 8
a. In accordance with ASTM C618; either Type C or Type F shall be used. 9
4. Sand 10
a. If provided, shall be in accordance with ASTM C144, except as modified 11
below: 12
U.S. Standard Percent Passing 13
Sieve Size by Weight 14
15
No. 16 100 16
No. 30 60 - 85 17
No. 50 10 - 35 18
No. 100 5 - 25 19
No. 200 0 - 10 20
21
5. Water 22
a. Potable water free from deleterious amount of alkali, acid, and organic 23
materials which would adversely affect the setting time or strength of the 24
sliplining grout. 25
26
6. Admixtures 27
a. Selected by slip lining grout manufacturer to conform to performance 28
requirements, improve pumpability, control set time, and reduce segregation. 29
7. Grout of annular space 30
a. For gravity sewer carrier pipe installation: 31
1) Fill all voids between the carrier pipe and the casing or liner with 32
grout. 33
2) All exterior carrier pipe surfaces and all interior casing or liner 34
surfaces shall be in contact with the grout. 35
b. For water line installation: 36
1) No annular space fill will be used. 37
8. Grout Mixes 38
a. Low Density Cellular Grout (LDCC) 39
1) Annular space (between sewer carrier pipe and casing/liner) grout 40
shall be LDCC. 41
2) The LDCC shall be portland cement-based grout mix with the addition 42
of a foaming agent designed for this application. 43
3) Develop 1 or more grout mixes designed to completely fill the annular 44
space based on the following requirements: 45
a) Provide adequate retardation to completely fill the annular space 46
in 1 monolithic pour.47
b) Provide less than 1 percent shrinkage by volume. 48
33 31 41 - 5
SLIP LINING GROUT
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
CITY PROJECT No. 103497
c) Compressive Strength 1
(1) Minimum strength of 10 psi in 24 hours, 300 psi in 28 days 2
d) Design grout mix with the proper density and use proper methods 3
to prevent floating of the carrier pipe. 4
e) Proportion grout to flow and to completely fill all voids between 5
the carrier pipe and the casing or liner. 6
7
2.3 ACCESSORIES [NOT USED] 8
2.4 SOURCE QUALITY CONTROL [NOT USED]9
PART 3 - EXECUTION 10
3.1 INSTALLERS [NOT USED] 11
3.2 EXAMINATION [NOT USED] 12
3.3 PREPARATION 13
A. Notify the City at least 24 hours in advance of grouting operations. 14
B. Select and operate grouting equipment and carry out procedures with sufficient safety 15
and care to avoid damage to existing underground utilities and structures. 16
3.4 INSTALLATION 17
A. Equipment 18
1. Mixers and Pumps: System shall mix the grout to a homogeneous consistency. 19
Deliver grout to the injection point at a steady pressure with a nonpulsating 20
centrifugal or triplex pump at the mix tank. Provide ways to increase or decrease 21
the water-cement ratio and accurately measure grout component quantities, 22
pumping pressures, and volumes pumped. 23
2. Pressure Gauges: 24
a. Pressure gauges shall be equipped with diaphragm seals, have a working range 25
between 1.5 to 2.0 times the design grout pressure, and have an accuracy within 26
0.5 percent of full range. 27
b. Provide one pressure gauge at the point of injection and one pressure gauge at 28
the grout pump. 29
c. Grouting shall not proceed without appropriate gauges in place and in working 30
order. 31
B. Grouting 32
1. Place grout in the annular space between the sliplining pipe and the host sewer. 33
Completely fill the annular space without deflecting the pipe. Test grout equipment 34
and procedures in accordance with approved submittals. Perform testing on the first 35
pipeline segment to be grouted; testing must be performed under observation by the 36
City. If the grout does not totally fill the annular space, adjust the procedure or the 37
mix, and rerun the test on the first pipeline segment. 38
2. Procedure: 39
33 31 41 - 6
SLIP LINING GROUT
Page 6 of 7
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
CITY PROJECT No. 103497
a. Place grout for a given pipeline segment between bulkheads. Place bulkheads at 1
the ends of each pipeline segment to seal the annular space from sewer flow. 2
Do not remove bulkheads until after grout has set. 3
b. Equip slipliner pipes with weirs to fill the pipes with water to prevent flotation 4
during grouting operations. 5
c. Remove or control standing or running water in annular spaces to maintain the 6
correct water ratio of the grout mixture. Grout the annular space by injecting 7
grout from one end of the pipeline segment, allowing it to flow toward the other 8
end. Vent the annular space to assure uniform filling of the void space. 9
d. Limit pressure on the annular space to prevent damage to the liner; do not 10
exceed 5 psi. Regardless of the pressure, Contractor shall be solely responsible 11
for any damage or distortion to slipliner pipe due to grouting. At the bulkhead 12
opposite to the point of grouting, provide and monitor an open-ended high point 13
tap or equivalent vent. 14
e. Pump grout until grout within 0.3 pounds per gallon of specified grout injection 15
density discharges from the end opposite the injection point. This procedure is 16
intended to ensure that the grout is not diluted by extraneous water in the 17
annulus. 18
f. No hardened grout is permitted in the slipliner pipe invert after completion of 19
grouting operations. 20
g. Operate dewatering systems until the grouting of slipliner pipe is complete. 21
C. Sewer Service Connections 22
1. Install service connections in accordance with Section 33 31 50. 23
3.5 REPAIR / RESTORATION [NOT USED]24
3.6 RE-INSTALLATION [NOT USED] 25
3.7 FIELD [OR] SITE QUALITY CONTROL26
A. Density 27
1. During placement of grout, measure density in accordance with ASTM C 138 at 28
least twice per hour. Adjust the mix as required to obtain the specified cast density. 29
B. Sampling: 30
1. Take 4 test specimens for each 100 cubic yards of grout, or for each 4 hours of 31
placing. 32
2. Test in accordance with ASTM C 495 except:33
a. Specimens shall be 3-inch by 6-inch cylinders covered after casting to prevent 34
damage and loss of moisture. Moist-cure specimens for at least the first 7 days; 35
perform at least one compressive strength test of each set of samples at 28 days. 36
b. Do not oven-dry specimens to be tested. Specimens may be tested at any age to 37
monitor compressive strength. The material may require special handling and 38
testing techniques. 39
40
3.8 SYSTEM STARTUP [NOT USED] 41
3.9 ADJUSTING [NOT USED] 42
3.10 CLEANING [NOT USED] 43
33 31 41 - 7
SLIP LINING GROUT
Page 7 of 7
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
CITY PROJECT No. 103497
3.11 CLOSEOUT ACTIVITIES [NOT USED] 1
3.12 PROTECTION [NOT USED] 2
3.13 MAINTENANCE [NOT USED] 3
3.14 ATTACHMENTS [NOT USED] 4
END OF SECTION5
6
Revision Log
DATE NAME SUMMARY OF CHANGE
7
PRE-BID MEETING SIGN-IN SHEET K:\FTW_Utilities\061018412-Marine-Creek-Sanitary-Sewer\SPEC\Part-1_M-245B-Slipline\Addenda\Addendum-No-1\backup\2024-06-04_Pre-Bid-Mtg-Sign-In-Sheet.doc Project Name: Marine Creek Sanitary Sewer Parallel Interceptor M-279 & M-245B - Part 1 Slipline City No: 103497 Date: June 4, 2024 Project Manager: Liam Conlon Name Address Phone Email Liam Conlon, COFW 200 Texas Street, FWTX, 76102 817-392-6824 Liam.conlon@fortworthtexas.gov Tony Sholola, COFW 200 Texas Street, FWTX, 76102 817-392-6054 Anthony.sholola@fortworthtexas.gov Will Weidman, Kimley-Horn 801 Cherry St, Ste 1300, Unit 11, FWTX 76102 817-335-6511 William.weidman@kimley-horn.com Victoria Burbridge, Kimley-Horn 801 Cherry St, Ste 1300, Unit 11, FWTX 76102 817-335-6511 Victoria.burbridge@kimley-horn.com Brad Hunemuller 8830 Crockett Dr. Lantana, TX 76226 214-885-3760 bhunemuller@hobaspipe.com Thomas Brown 2201 W. Royal Ln #260 Irving, TX 76063 972-482-7061Thomas.p.brown@conteches.com
00 11 13
INVITATION TO BIDDERS
Page 1 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 – M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT No. 103497
Revised 2/08/24
SECTION 00 11 13
INVITATION TO BIDDERS
RECEIPT OF BIDS
Electronic bids for the construction of MARINE CREEK SANITARY SEWER
PARALLEL INTERCEPTOR M-279 & M-245B PART 1 SLIPLINE (“Project”) will be
received by the City of Fort Worth via the Procurement Portal
https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities ,under the
respective Project until 2:00 P.M. CDT, Thursday, June 13th, 2024.
Bids will then be opened publicly and read aloud beginning at 2:00 PM CDT in the City
Council Chambers.
Your submissions must be uploaded, finalized and submitted prior to the Project’s posted due
date. The City strongly recommends allowing sufficient time to complete this process (ideally a
week prior to the deadline) to begin the uploading process and to finalize your submission.
Uploading large documents may take time, depending on the size of the file(s) and your Internet
connection speed. The Bonfire portal can be accessed using Microsoft Edge, Google Chrome, or
Mozilla Firefox. Javascript must be enabled. Browser cookies must be enabled.
Electronic submission is subject to electronic interface latency, which can result in transmission
delays. All bidders or proposers assume the risk of late transmission/ submission. The City shall
not be held liable if an interested bidder or proposer is unable to submit a complete bid/response
before the published deadline due to transmission delays or any other technical issues or
obstructions. The City strongly recommends allowing sufficient time to complete the submission
process (ideally a week before the deadline) to begin the uploading process and to finalize your
submission to give adequate time in the event an issue arises.
All submissions must be submitted electronically prior to the close date and time under the
respective Project via the Procurement Portal:
https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities
Failure to submit all completed required information listed in the respective Solicitation will be
grounds for rejection of a bid as non-responsive. No late bids/proposals shall be accepted. Bids
delivered in any other manner than using the Bonfire Platform (Procurement Portal) will not be
accepted or considered.
If, upon being opened, a submission is unreadable to the degree that material conformance to the
requirements of the procurement specifications cannot be ascertained, such submission will be
rejected without liability to the City, unless such bidder provides clear and convincing evidence
(a) of the content of the submission as originally submitted and (b) that the unreadable condition
of the Electronic Bid was caused solely by error or malfunction of the Bonfire Platform
(Procurement Portal). Failure to scan a clear or readable copy of a bid into the system does not
constitute and shall not be considered an error or malfunction of the Bonfire Platform
(Procurement Portal). Bidders are encouraged to fully review each page of every document within
their submission prior to submitting to ensure all documents are clear, legible, and complete.
SUPPORT
For technical questions, visit Bonfire’s help forum at https://vendorsupport.gobonfire.com/hc/en-
us
00 11 13
INVITATION TO BIDDERS
Page 2 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 – M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT No. 103497
Revised 2/08/24
Contact the Bonfire support team at Support@GoBonfire.com or by calling 1-800-354-8010.
To get started with Bonfire, watch this five-minute training video:
Vendor Registration and Submission [VIDEO] – Bonfire Vendor Support (gobonfire.com)
GENERAL DESCRIPTION OF WORK
The major work will consist of the (approximate) following:
Approximately 503 LF of 60” Slipline inside existing 69”
Replacement and/or Installation of one (1) 6’ Type A Sanitary Sewer Manhole
Replacement and/or Installation of one (1) 6’ Tee Base Sanitary Sewer Manhole
PREQUALIFICATION
Certain improvements included in this project must be performed by a contractor or designated
subcontractor who is pre-qualified by the City at the time of bid opening. The procedures for
qualification and pre-qualification are outlined in the Section 3 of 00 21 13 – INSTRUCTIONS
TO BIDDERS.
DOCUMENT EXAMINATION AND PROCUREMENTS
The Bidding and Contract Documents may be examined or obtained via the Procurement Portal
https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities,under the respective
Project. Contract Documents may be downloaded, viewed, and printed by interested contractors
and/or suppliers.
EXPRESSION OF INTEREST
To ensure potential bidders are kept up to date of any new information pertinent to this project, all
interested parties should indicate their intent to bid in the Procurement Portal by selecting “yes”
under the Intent to Bid section. All Addenda will be posted in the Procurement Portal
https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities,under the respective
Project.
PREBID CONFERENCE – In person
A prebid conference will be held as discussed in Section 00 21 13 - INSTRUCTIONS TO
BIDDERS at the following date, and time:
DATE:June 4, 2024
TIME:10:00 AM, CDT
If a prebid conference is held, the presentation and any questions and answers provided at the
prebid conference will be issued as an Addendum to the call for bids. If a prebid conference is not
being held, prospective bidders should direct all questions about the meaning and intent of the
Bidding Documents electronically through the Vendors discussions section under the respective
Project via the Procurement Portal. If necessary, Addenda will be issued pursuant to the
Instructions to Bidders.
00 11 13
INVITATION TO BIDDERS
Page 3 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 – M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT No. 103497
Revised 2/08/24
CITY'S RIGHT TO ACCEPT OR REJECT BIDS
City reserves the right to waive irregularities and to accept or reject any or all bids.
AWARD
City will award a contract to the Bidder presenting the lowest price, qualifications and
competencies considered.
ADVERTISEMENT DATES
May 23, 2024
May 30, 2024
END OF SECTION
00 21 13
INSTRUCTIONS TO BIDDERS
Page 1 of 10
CITY OF FORT WORTH MARINE CREEK SS PART 1 M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT No. 103497
Revised/Updated 1/17/24
SECTION 00 21 13
INSTRUCTIONS TO BIDDERS
1. Defined Terms
1.1. Capitalized terms used in these INSTRUCTIONS TO BIDDERS are defined in Section
00 72 00 - GENERAL CONDITIONS.
1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the
meanings indicated below which are applicable to both the singular and plural thereof.
1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting
directly through a duly authorized representative, submitting a bid for performing
the work contemplated under the Contract Documents.
1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or
corporation acting directly through a duly authorized representative, submitting a
bid for performing the work contemplated under the Contract Documents whose
principal place of business is not in the State of Texas.
1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City
(on the basis of City's evaluation as hereinafter provided) makes an award.
2. Copies of Bidding Documents
2.1. Neither City nor Engineer shall assume any responsibility for errors or
misinterpretations resulting from the Bidders use of incomplete sets of Bidding
Documents.
2.2. City and Engineer in making electronic Bidding Documents available do so only for the
purpose of obtaining Bids for the Work and do not authorize or confer a license or grant
for any other use.
3. Prequalification of Bidders (Prime Contractors and Subcontractors)
3.1. Bidders or their designated subcontractors are required to be prequalified for the work
types requiring prequalification as per Sections 00 45 11 BIDDERS
PREQUALIFICATIONS and 00 45 12 PREQUALIFICATION STATEMENT. Firms
seeking pre-qualification, must submit the documentation identified in Section 00 45 11
on Section 00 45 13 PREQUALIFICATION APPLICATION at least seven (7)
calendar days prior to Bid opening for review and, if qualified, acceptance. The
subcontractors listed by a Bidder on 00 45 12 must be prequalified for the appropriate
work types. Subcontractors must follow the same timelines as Bidders for obtaining
prequalification review. Bidders or Subcontractors who are not prequalified at the time
bids are opened and reviewed may cause the bid to be rejected.
Prequalification requirement work types and documentation are available by accessing all
re
https://apps.fortworthtexas.gov/ProjectResources/
00 21 13
INSTRUCTIONS TO BIDDERS
Page 2 of 10
CITY OF FORT WORTH MARINE CREEK SS PART 1 M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT No. 103497
Revised/Updated 1/17/24
3.1.1. Paving Requirements document located at:
https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/02%20-
%20Construction%20Documents/Contractor%20Prequalification/TPW%20Paving
%20Contractor%20Prequalification%20Program/PREQUALIFICATION%20REQ
UIREMENTS%20FOR%20PAVING%20CONTRACTORS.pdf
3.1.2. Roadway and Pedestrian Lighting Requirements document located at:
https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/02%20-
%20Construction%20Documents/Contractor%20Prequalification/TPW%20Roadwa
y%20and%20Pedestrian%20Lighting%20Prequalification%20Program/STREET%
20LIGHT%20PREQUAL%20REQMNTS.pdf
3.1.3. Water and Sanitary Sewer Requirements document located at:
https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/02%20-
%20Construction%20Documents/Contractor%20Prequalification/Water%20and%2
0Sanitary%20Sewer%20Contractor%20Prequalification%20Program/WSS%20pre
qual%20requirements.pdf
3.2. Each Bidder, unless currently prequalified, must submit to City at least seven (7)
calendar days prior to Bid opening, the documentation identified in Section 00 45 11,
BIDDERS PREQUALIFICATIONS.
3.2.1. Submission of and/or questions related to prequalification should be addressed to
the City contact as provided in Paragraph 6.1.
3.3. The City reserves the right to require any pre-qualified contractor who is the apparent
low bidder for a project to submit such additional information as the City, in its sole
discretion may require, including but not limited to manpower and equipment records,
information about key personnel to be assigned to the project, and construction schedule
to assist the City in evaluating and assessing the ability of the apparent low bidder to
deliver a quality product and successfully complete projects for the amount bid within
information, a recommendation regarding the award of a contract will be made to the
City Council. Failure to submit the additional information, if requested, may be grounds
for rejecting the apparent low bidder as non-responsive. Affected contractors will be
notified in writing of a recommendation to the City Council.
3.4. In addition to prequalification, additional requirements for qualification may be required
within various sections of the Contract Documents.
00 21 13
INSTRUCTIONS TO BIDDERS
Page 3 of 10
CITY OF FORT WORTH MARINE CREEK SS PART 1 M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT No. 103497
Revised/Updated 1/17/24
4. Examination of Bidding and Contract Documents, Other Related Data, and Site
4.1. Before submitting a Bid, each Bidder:
4.1.1. Shall examine and carefully study the Contract Documents and other related data
identified in the Bidding Documents (including "technical data" referred to in
Paragraph 4.2. below). No information given by City or any representative of the
City other than that contained in the Contract Documents and officially
promulgated addenda thereto, shall be binding upon the City.
4.1.2. Should visit the site to become familiar with and satisfy Bidder as to the general,
local and site conditions that may affect cost, progress, performance or furnishing
of the Work.
4.1.3. Shall consider federal, state and local Laws and Regulations that may affect cost,
progress, performance or furnishing of the Work.
4.1.4. <Include this Paragraph if Federal Assistance is being provided for this Contract,
otherwise delete> Is advised that, City, in accordance with Title VI of the Civil
Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of
Federal Regulations, Department of Transportation, Subtitle A, Office of the
Secretary, Part 21, Nondiscrimination in Federally-assisted programs of the
Department of Transportation issued pursuant to such Act, hereby notifies all
bidders that it will affirmatively insure that in any contract entered into pursuant to
this advertisement, minority business enterprises will be afforded full opportunity to
submit bids in response to this invitation and will not be discriminated against on
the grounds of race, color, or national origin in consideration of award.
4.1.5. Shall study all: (i) reports of explorations and tests of subsurface conditions at or
contiguous to the Site and all drawings of physical conditions relating to existing
surface or subsurface structures at the Site (except Underground Facilities) that
have been identified in the Contract Documents as containing reliable "technical
data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any,
at the Site that have been identified in the Contract Documents as containing
reliable "technical data."
4.1.6. Is advised that the Contract Documents on file with the City shall constitute all of
the information which the City will furnish. All additional information and data
which the City will supply after promulgation of the formal Contract Documents
shall be issued in the form of written addenda and shall become part of the Contract
Documents just as though such addenda were actually written into the original
Contract Documents. No information given by the City other than that contained in
the Contract Documents and officially promulgated addenda thereto, shall be
binding upon the City.
00 21 13
INSTRUCTIONS TO BIDDERS
Page 4 of 10
CITY OF FORT WORTH MARINE CREEK SS PART 1 M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT No. 103497
Revised/Updated 1/17/24
4.1.7. Should perform independent research, investigations, tests, borings, and such other
means as may be necessary to gain a complete knowledge of the conditions which
will be encountered during the construction of the project. For projects with
restricted access, upon request, City may provide each Bidder access to the site to
conduct such examinations, investigations, explorations, tests and studies as each
Bidder deems necessary for submission of a Bid. Bidder must fill all holes and
clean up and restore the site to its former conditions upon completion of such
explorations, investigations, tests and studies.
4.1.8. Shall determine the difficulties of the Work and all attending circumstances
affecting the cost of doing the Work, time required for its completion, and obtain all
information required to make a proposal. Bidders shall rely exclusively and solely
upon their own estimates, investigation, research, tests, explorations, and other data
which are necessary for full and complete information upon which the proposal is
to be based. It is understood that the submission of a proposal or bid is prima-facie
evidence that the Bidder has made the investigations, examinations and tests herein
required.
4.1.9. Shall promptly notify City of all conflicts, errors, ambiguities or discrepancies in or
between the Contract Documents and such other related documents. The Contractor
shall not take advantage of any gross error or omission in the Contract Documents,
and the City shall be permitted to make such corrections or interpretations as may
be deemed necessary for fulfillment of the intent of the Contract Documents.
4.1.10.
under the Intent to Bid section. You must indicate your intent to bid to be able
to submit a bid to the City.
4.2. Reference is made to Section 00 73 00 Supplementary Conditions for identification
of:
4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to
the site which have been utilized by City in preparation of the Contract Documents.
The logs of Soil Borings, if any, on the plans are for general information only.
Neither the City nor the Engineer guarantee that the data shown is representative of
conditions which actually exist.
4.2.2. those drawings of physical conditions in or relating to existing surface and
subsurface structures (except Underground Facilities) which are at or contiguous to
the site that have been utilized by City in preparation of the Contract Documents.
4.2.3. copies of such reports and drawings will be made available by City to any Bidder
on request. Those reports and drawings may not be part of the Contract
Documents, but the "technical data" contained therein upon which Bidder is entitled
to rely as provided in Paragraph 4.02. of the General Conditions has been identified
and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is
responsible for any interpretation or conclusion drawn from any "technical data" or
any other data, interpretations, opinions or information.
4.2.4. Standard insurance requirements, coverages and limits.
00 21 13
INSTRUCTIONS TO BIDDERS
Page 5 of 10
CITY OF FORT WORTH MARINE CREEK SS PART 1 M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT No. 103497
Revised/Updated 1/17/24
4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder: (i)
that Bidder has complied with every requirement of this Paragraph 4, (ii) that without
exception the Bid is premised upon performing and furnishing the Work required by the
Contract Documents and applying the specific means, methods, techniques, sequences or
procedures of construction (if any) that may be shown or indicated or expressly required
by the Contract Documents, (iii) that Bidder has given City written notice of all
conflicts, errors, ambiguities and discrepancies in the Contract Documents and the
written resolutions thereof by City are acceptable to Bidder, and when said conflicts,
etc., have not been resolved through the interpretations by City as described in
Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate
and convey understanding of all terms and conditions for performing and furnishing the
Work.
4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated
biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by
Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract
Documents.
5. Availability of Lands for Work, Etc.
5.1. The lands upon which the Work is to be performed, rights-of-way and easements for
access thereto and other lands designated for use by Contractor in performing the Work
are identified in the Contract Documents. All additional lands and access thereto
required for temporary construction facilities, construction equipment or storage of
materials and equipment to be incorporated in the Work are to be obtained and paid for
by Contractor. Easements for permanent structures or permanent changes in existing
facilities 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 are listed
in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-
of-way, easements, and/or permits are not obtained, the City reserves the right to cancel
the award of contract at any time before the Bidder begins any construction work on the
project.
5.3. The Bidder shall be prepared to commence construction without all executed right-of-
way, easements, and/or permits, and shall submit a schedule to the City of how
construction will proceed in the other areas of the project that do not require permits
and/or easements.
00 21 13
INSTRUCTIONS TO BIDDERS
Page 6 of 10
CITY OF FORT WORTH MARINE CREEK SS PART 1 M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT No. 103497
Revised/Updated 1/17/24
6. Interpretations and Addenda
6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to
City electrically through the Vendor Discussions section under the respective Project via
the Procurement Portal
on or before 2
p.m., the Monday prior to the Bid opening. Questions received after this day may not be
responded to. Interpretations or clarifications considered necessary by City in response
to such questions will be issued by Addenda. Only questions answered by formal
written Addenda will be binding. Oral and other interpretations or clarifications will be
without legal effect.
6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by
City.
6.3. Addenda or clarifications shall be posted under the respective Project via the
Procurement Portal
https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities
6.4. A prebid conference may be held at the time and place indicated in the Advertisement or
INVITATION TO BIDDERS. Representatives of City will be present to discuss the
Project. Bidders are encouraged to attend and participate in the conference. City will
transmit to all prospective Bidders of record such Addenda as City considers necessary
in response to questions arising at the conference. Oral statements may not be relied
upon and will not be binding or legally effective.
7. Bid Security
7.1. Each Bid must be accompanied by a Bid Bond made payable to City in an amount of
five (5) percent of Bidder's maximum Bid price, on the form attached or equivalent ,
issued by a surety meeting the requirements of Paragraph 5.01 of the General
Conditions.
7.2. The Bid Bonds provided by a Bidder will be retained until the conditions of the Notice
of Award have been satisfied. If the Successful Bidder fails to execute and return the
Contract Documents within 14 days after the Notice of Award conveying same, City
may consider Bidder to be in default, rescind the Notice of Award and act on the Bid
Bond. Such action shall be City's exclusive remedy in the event Bidder is deemed to
have defaulted.
8. Contract Times
The number of days within which, or the dates by which, Milestones are to be achieved in
accordance with the General Requirements and the Work is to be completed and ready for
Final Acceptance is set forth in the Agreement or incorporated therein by reference to the
attached Bid Form.
9. Liquidated Damages
Provisions for liquidated damages are set forth in the Agreement.
00 21 13
INSTRUCTIONS TO BIDDERS
Page 7 of 10
CITY OF FORT WORTH MARINE CREEK SS PART 1 M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT No. 103497
Revised/Updated 1/17/24
10. Substitute and "Or-Equal" Items
The Contract, if awarded, will be on the basis of materials and equipment described in the
Bidding Documents without consideration of possible substitute or "or-equal" items.
Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or-
equal" item of material or equipment may be furnished or used by Contractor if acceptable to
City, application for such acceptance will not be considered by City until after the Effective
Date of the Agreement. The procedure for submission of any such application by Contractor
and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General
Conditions and is supplemented in Section 01 25 00 of the General Requirements.
11. Subcontractors, Suppliers and Others
11.1. In accordance with the City Ordinance No.25165-10-2021 the City
has goals for the participation of minority business and/or women business
enterprises in City contracts $100,000 or greater. See Section 00 45 40 for the
M/WBE Project Goals and additional requirements. Failure to comply shall render
the Bidder as non-responsive.
Business Equity Ordinance No.25165-10-2021, as amended (replacing Ordinance
No. 24534-11-2020), codified at:
https://codelibrary.amlegal.com/codes/ftworth/latest/ftworth_tx/0-0-0-22593
11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person
or organization against whom Contractor or City has reasonable objection.
12. Bid Form
12.1. The Bid Form is included with the Bidding Documents.
12.2. All blanks on the Bid Form must be completed and the Bid Form signed
electronically or signed in ink and scan. A Bid price shall be indicated for each Bid
item, alternative, and unit price item listed therein. In the case of optional
alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered.
Bidder shall state the prices for which the Bidder proposes to do the work
contemplated or furnish materials required.
12.3. Bids by corporations shall be executed in the corporate name by the president or a
vice-president or other corporate officer accompanied by evidence of authority to
sign. The corporate seal shall be affixed. The corporate address and state of
incorporation shall be shown below the signature.
12.4. Bids by partnerships shall be executed in the partnership name and signed by a
partner, whose title must appear under the signature accompanied by evidence of
authority to sign. The official address of the partnership shall be shown below the
signature.
12.5. Bids by limited liability companies shall be executed in the name of the firm by a
member and accompanied by evidence of authority to sign. The state of formation of
the firm and the official address of the firm shall be shown.
12.6. Bids by individuals shall show the Bidder's name and official address.
00 21 13
INSTRUCTIONS TO BIDDERS
Page 8 of 10
CITY OF FORT WORTH MARINE CREEK SS PART 1 M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT No. 103497
Revised/Updated 1/17/24
12.7. Bids by joint ventures shall be executed by each joint venture in the manner indicated
on the Bid Form. The official address of the joint venture shall be shown.
12.8. All names shall be typed or printed in ink below the signature.
12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of
which shall be filled in on the Bid Form.
12.10. Postal and e-mail addresses and telephone number for communications regarding the
Bid shall be shown.
12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of
Texas shall be provided in accordance with Section 00 43 37 Vendor Compliance
to State Law Non Resident Bidder.
13. Submission of Bids
Bids shall be submitted electronically in the Procurement Portal on the prescribed Bid Form,
provided with the Bidding Documents, prior to the time indicated in the Advertisement or
INVITATION TO BIDDERS.
14. Withdrawal of Bids
14.1. Bids submitted electronically may be withdrawn prior to the time set for bid opening
via the Procurement Portal
https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities .
15. Opening of Bids
Bids will be opened and read aloud publicly. An abstract of the amounts of the base Bids and
major alternates (if any) will be made available to Bidders after the opening of Bids.
16. Bids to Remain Subject to Acceptance
All Bids will remain subject to acceptance for a minimum of 90 days or the time period
specified for Notice of Award and execution and delivery of a complete Agreement by
Successful Bidder. City may, at City's sole discretion, release any Bid and nullify the Bid
security prior to that date.
17. Evaluation of Bids and Award of Contract
17.1. City reserves the right to reject any or all Bids, including without limitation the rights
to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids
and to reject the Bid of any Bidder if City believes that it would not be in the best
interest of the Project to make an award to that Bidder. City reserves the right to
waive informalities not involving price, contract time or changes in the Work and
award a contract to such Bidder. Discrepancies between the multiplication of units of
Work and unit prices will be resolved in favor of the unit prices. Discrepancies
between the indicated sum of any column of figures and the correct sum thereof will
be resolved in favor of the correct sum. Discrepancies between words and figures
will be resolved in favor of the words.
00 21 13
INSTRUCTIONS TO BIDDERS
Page 9 of 10
CITY OF FORT WORTH MARINE CREEK SS PART 1 M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT No. 103497
Revised/Updated 1/17/24
17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists
among the Bidders, Bidder is an interested party to any litigation against City,
City or Bidder may have a claim against the other or be engaged in litigation,
Bidder is in arrears on any existing contract or has defaulted on a previous
contract, Bidder has performed a prior contract in an unsatisfactory manner, or
Bidder has uncompleted work which in the judgment of the City will prevent or
hinder the prompt completion of additional work if awarded.
17.2. City may consider the
qualifications and experience of Subcontractors, Suppliers, and other persons and
organizations proposed for those portions of the Work where the identity of such
Subcontractors, Suppliers, and other persons and organizations must be submitted as
provided in the Contract Documents or upon the request of the City. City also may
consider the operating costs, maintenance requirements, performance data and
guarantees of major items of materials and equipment proposed for incorporation in
the Work when such data is required to be submitted prior to the Notice of Award.
17.3. City may conduct such investigations as City deems necessary to assist in the
evaluation of any Bid and to establish the responsibility, qualifications, and financial
ability of Bidders, proposed Subcontractors, Suppliers and other persons and
organizations to perform and furnish the Work in accordance with the Contract
Documents to City's satisfaction within the prescribed time.
17.4. Contractor shall perform with his own organization, work of a value not less than
35% of the value embraced on the Contract, unless otherwise approved by the City.
17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and
responsive Bidder whose evaluation by City indicates that the award will be in the
best interests of the City.
17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award
contract to a Nonresident Bidder unless the N
the lowest bid submitted by a responsible Texas Bidder by the same amount that a
Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a
comparable contract in the state in which the nonres
business is located.
17.7. A contract is not awarded until formal City Council authorization. If the Contract is
to be awarded, City will award the Contract within 90 days after the day of the Bid
opening unless extended in writing. No other act of City or others will constitute
acceptance of a Bid. Upon the contract award, a Notice of Award will be issued by
the City.
17.7.1. The contractor is required to fill out and sign the Certificate of Interested
Parties Form 1295 and the form must be submitted to the Project Manager
before the contract will be presented to the City Council. The form can be
obtained at https://www.ethics.state.tx.us/data/forms/1295/1295.pdf
17.8. Failure or refusal to comply with the requirements may result in rejection of Bid.
00 21 13
INSTRUCTIONS TO BIDDERS
Page 10 of 10
CITY OF FORT WORTH MARINE CREEK SS PART 1 M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CITY PROJECT No. 103497
Revised/Updated 1/17/24
18. Signing of Agreement
18.1. When City issues a Notice of Award to the Successful Bidder, it will be accompanied
by the required number of unsigned counterparts of the Project Manual. Within 14
days thereafter, Contractor shall sign and deliver the required number of counterparts
of the Project Manual to City with the required Bonds, Certificates of Insurance, and
all other required documentation.
18.2. City shall thereafter deliver one fully signed counterpart to Contractor.
END OF SECTION
00 35 13 - 1
COn'FLIC'C pF INT�REST STA?EM�NT
Pnge 1 of 1
SECTION QO 3513
CONFiICT OF iNT�RES'i STATEMENT
Eaclf �idder, offeror, or respo��deut to a City of Fort Worth procuremexat is required to can�plete a
Canflict of Intei•est Questiannaire or cerfify that one is current and on f�le with the Caty
Secretary's O�'ice pursuant to state law.
If a member of tlie Fart Woz�I� City Cauncil, any one or Y11ore of the City Manager or Assistant
City Managers, ar a�� agcnt af t[fe City who exercises disca�e#aon in planning, recommending,
selecting or contracting witit a biddar, o££ez-o�� or respo�tden# is aftiliated w[th your coznpany, then
a�.ocal Govemmeat Offce Con#�icts DiscIosure Statenaent (CIS) may Ue required.
You are �uged to consult witi� counsel regardinp the applicability of these fartns and �acal
Goverr�meijt Cade Chapier 176 to your coinp�ny.
The referenced fo��x�s may be downloaded from the Iinks p�'at+ided below.
littp://www. etl� ics. state.lX.11SI�OX1il3SIC�_p{� f
htt�i:/lwwnv.ethics.s#ate. tx.��slfoims/CIS. pdf
[] CIQ �orr►� is on fi[e witli City Secretaiy
�
�
0
�
CIQ �orm is being p��o�ided ta #he City Secretary
CIS Farni does not appiy
CIS Fonn is on File with CitySecretary
CIS �'orn� is bei�ig pravided to the City Secreta�y
BYDDCR:
S.J. Louis Construction of Texas, L.TD By; Adarn �unsford
Cornpany �'lease Print),
520 S 6fF� Ave Sigitature: '�
Ac�dress `
Mansfield, Texas 76063
CitylStatelZip
Title:
END OI' S�CTION
Vice President
(Please Print)
CIT�1' OF �OILT 1VORTM MAR]i*fE Cltf GK SS i'1RT f- �t-245� 5LI1'LINE
STANDARD CONSTRUCTEOI�! 51'EC1P1Ce1T�ON DOCU�7EN7'S C]'CY PftOJ�CT No, 103497
Rcvisecl A�Enrch ?7, 2U 12
CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ
�or �endvr cEaing business witf� loca! governrn�ntal eniiiy
ihis ypestionnaire reileals clianges made la llte law by H.S. 23, ti4lh Leg„ Aegular Session. OFFICEU5E4NLY
Th4s questlonnaire is being flled in ac�ordance wilh Chaplar i76, I.ocal Caovemmeni Cade, by a vendor who pate ReceWeB
has a 6usiness relalions4ip as defined by Section i76.OD1�1-a} wilh a loaal governmental enlily and ihe
vendor meeis requirements under Seclion 176.006(aj.
By la�v ihis queslionnaire must be tiled tivilh Ihe records admfnisSraior of Ehe local govemmenlal enlify nok fater
than Ihe 7!h husiness day after ihe dale the vendar becomes aware of iacls thaf require Ehe staiemeni ta be
1iSed. Ses 5sclion 176.OD6(a-"1), Local Government Code.
A�endor commils an offense if the vendor knotvirrgiy violafes Seclion 'l78.Op6, Loca1 Csovernmen! Code. An
oftense under fhis section is a misderneanor.
1 Name of vendorwho has a b�siness relatianship wilh local governmenlal entity.
Nane
x
�C[�eck this bvx if you araiiling aro updateto a previouslyiiled questiannaire. (Ths lav�requiresthaiyo�riilean updated
comp[eter� questionnaire Lvith ihe appropriate filing auti�orily not later than Ihe 71h business day after Ehe date on 4vhieh
you b�carne aware Ihat fhe originaEly filed questionnaire +n+as incompleie ar inaccuraie.)
� lVame oi local government ofticer about w�orr� the lnformation is beir►g dlscEosed. '
� NIA
hlame of Oilscer
9�esr,ribe each empfayrr�ent or otlier business refationship with #he local government aiiicer, ar a family memher of the
ofificer, as described by Seation 776.003(a)(2)(A). Also describe any iarr3ily relationship wilh ihe loca! government nfficer.
Comp[ete supparls A and B ioreach em�ioyment or business relationship desaribed. Attach addfll�nal pac�es to thfs �orrn
GIQ as necessary.
A. Is the lacal government aificer or a family merrt6er of the officer receiving or likely ta receive taxable Income,
aiiner thar� Invesiment income, from the vendor?
� Yes � Na
B. Is Ihe vendor receiving or likely to receive taxable income, oiher than investment income, tram ar ai khe direction
o� 1he locai governmenl officer or a f�mily member oi the ofiicer AN� the taxable incom�; Is not received from ihe
local governmentaE eniity?
�Yes �No
5 Descrlbe each empinyment or Uusiness relaiianship that the vendor named In 5ection 1 maintains with a corpnrafio�� ar
other t�usiness entity tivith respect fo whtch 1he local gavernment af([cer ser�es as an afiicer or d�rector, or holds an
ownership interest of one percent or �nore.
� None • � �
s• � � - • � � � •
❑Check illis box if ihe vendor �as given the lacal government oi(icer or a famlly mem�er oF the officer ar�e or more gifls
as described in SecEion t76.003(a}{2}(8), excluding gifts desc�'ibed ln 52clion t76.003(a-1}.
7
June �3, 2024
Signature o[ vendar ing husiness �vilh llie governmenlal enlily Rate
Form provided by Texas Eihics Cammission www.etiiics.siate.tx.us Revised 9I912021
C�N�L.ICT OF' INT�R�ST QUESTIONNAIRE
�ar �endar doing business �nrith [ocal gavernmental �n�ity
A compEete copy af Chapter � 76 of ihe l.aca! Government Gode may be fo�nd at http:llwww.staiuies.legis.staie.tx.us/
DaasILG/htm/LG.i76.hfm. For easy reference, below are spme nf the sectior�s cited nn this iorm.
Local Government Cade � 176.001(1-a}: "Business relaiionship" means a conneciion beEween twa ar mare �ar€ies
based on comrnercial acEivity of one of ti�e parties. Tha ierm daes naf include a cannection based on:
(A) a transaciion ihat is subject to rale ar fee regulaiian I�y a fecieral, state, or lacal governmentai entity ar an
agency of a federal, state, or local governrne�lal entiiy;
(F3) a transactian conducied at a price and subject lo terms available io fhe public; or
�C) a�uraE�ase or lease of goods or services from a person Ehat is chartered by a state orfedera[ agency and
that is subject to reg�iar exarninatinn by, and reporting to, ti�at agency.
Loca! GovernmentCode '176.003 a 2 A and B:
(a) A lacal go�ernment of(icer shal! tiEe a conflicts discEosure statement with respect to a vendor if:
�it
(2) tf�e vendar:
� {A) has an employment or oti�er business refaiionship with ihe Eocal goveri�mer�i o�ficer or a
(amfly member aF ihe ofiicer that resulis fn the officer ar famHy member rece9ving taxable
income, oti�er than invesiment income, Ihat exceeds $2,5q� during the i2-month periocf
preceding �he date iiiai the of�icer becomes aware that
(i} a contract between the local governmental entity and vendor has be�n executed;
or .
(ij) the local gavernmental enilty fs consldering entering into a contracf wikh the
vendar; . .
{8) has given to the laca! gavemment ofiicer or a family member of the officer one or mor� glfts
lhat have an aggregats value of more than $100 in the 12-montY� periad preceding the date the
afficer becomes awareihat:
{i) a cai�tra�t beiween the local governmental entity and vendor has been executed; or
(ii) the local governmental entily Is considering entering into a coNracf with the vendor.
�oca! Gavernmenf Code �76.(}06 a and a-1
(a} A vendor shall file a compfeted con#lict o� interest questionr�afre if the vendor has a business relaiionship
with a local governinenfal eniily and:
(1j has an employment or other bt�s[ness relatinnship with a iocal governmenE afficer of that iocal
governmental entity, or afamily rr3ember af the officer, described by Section 176.oa3(a)(2)(A);
(2) has given a loca! go�ernment officer of ihat local governmenlal entity, ar a family member of the
o�iicer, one or more gifts wifh the aggregate �alue specified by Section 176.qa3(a)(2){B), excluding any
gi6tdes�ribed by Section 176.003(a-i}; ar
(3) has a family relalionship with a iocal �overr�ment of#icer af tE�at local gavernmental entily.
(a-1) 7he completeti canfiickof interest quest+onnaire mustbe filed with the appropriate recorcis administratar
not laierihan the sev�nth bus9ness day aftertl�e laterni:
(1) the date ihat the vendar:
(A) beg3ns discussians or negotiaiions tp enter intn a coniract wiih the local govern�nental
entity; or
(B) submits Eoihe lacal governmental e�lity an application, respor�se to a requesl (or proposals
ar bids, correspondence, ar another wrif+ng relafed to a potential coniract with the local
gavernmental er�lity; or . .
(2} the date the vendor becomes aware: , . .
(A) of an empfoyment or other business refationship with a]acaa gav�rnment ofiicer, or a
family mem4�erof i>>a afficer, described by Subsection (a); .
(B) fhat th� vandor has given ona ar more giffs descrifi�ed by Subsection (aj; or
(C) of a family relationship with a local governmant piiicer.
Form provided by Texes Elhics Cnmmission wurtv.ethics,slate.lx.us Revised 71112a2i
LOCAL GOVERN[1ll�NT ���'lCER GONFLICTS �'ORM C�S
D[SCLOSURE STATEMENT
(Instructions {or completing and filing ihis form are prpvided on the nexl page.)
This questionnaire retlects changes made to the law by H,p. 23, 84th l.eg., E�egular Session. p�FICE U�E ON�Y
This is lhe notice to ihe appropriate Iocal governmenial entity that the following local paie Received
governr�ent officer nas beco�ne aware of iacts that require the afficer to file this statement
in accardance wiih Chapter 175, Local Go�ernment Cade,
1 Name of Local Government Officer
N/A
2 Office Held
NIA,
3 Name oi vendar described by Sections 'i76.D0i (7) and 176.003ta), Local Government
Goda
NIA ' ' � '
4❑escriPtiore of the nalUre and extent oi each emplaymeni or oiher business reEationship and each family reEationship
with vencEar named in ltem 3,
N/A
��.ist gi;ts acce�ted byii�e locai go�e�•nmen� oiticer and any �amily rnernber, i� aggregate value o� fha gi�ts accepted
from vendo� named ln [tem 3 exceeds $100 during ihe 'f 2-month period desaribed by Section '17Fi.Q08(a}(2j(B}.
pale Gift Acce�led N�A Qescription oi Cift N/A
Daie Gifi Accepled ��A Description of Gilf �1/A
Daie GiftAccepted ��A aescription of Gifl N/A
(aitach addi4ional forms as necessary)
6 SECI�ATUF2� I swear under pena�ty a{ perjury that the above slalement is true and correcl. l acknowladge thai the disc[osure applies
io each [amily merriber (as defined bysscitor, r�s.00�{2), Lacal Government Code) of ihis local governmenl ollicer. I
atso acknovrledge Ihat Ihis slatemant covers 1he 12-month pe�iod desc ibed y Saclian 176.DD3(aj(2)(8), Local
Governmenl Code. .
N �- —
Sic�nalure of l.oa overnment bf(icer
�„� ease cample#e either opfion below:
(�) A,c�.��•`•'�•, MRRIALAURAPAR�.OES
:�; k; My Notary ID # 1306128AG
.aT�r'h
-��{��,,�j�*����s�iresApril 15, 2028
Swom to and subscribed befor� me by Adam �unsfard Ehis lhe 13th day of June
2� 24 , locerlify4vi�ich,wilnessmyt�andandsealofo�ce.
. �,(� ..� }'�{ 1F1Z/I� �l�U 2i9- %��I�S _ � •_���-�C-z-�i'1�=
Slgnalure oi oificer adminSsiering oalh Frinted name af of@cer edminlster�ng oath 7i11e of officer adminislering aalh
{2} Unsworn Dectara#ion •
iV3y name �s N/A � , and my dele of btrt� is NIA .
My address is NIA N/A T�l/A NIA N/A
• - �sireel� • (ciky} (state) {zip cade) (counfryj �
Exec�ted in N�� Coun[y, slate oi N��� , on the N/A �ay o� NlA 20 N/A
{tnonl�) (year)
N/A
5ignalure of Local GovernmenE Officer (Deelerant]
Form provided by Texas L�thics Commission �vtivtiv.eih9cs.slala.Ix.us Revised 8117I2020
LOCA?� GOV�RNM�NT OFFiC�R CON�LICTS 171SCLOSURE S7ATEMENT
Section 176.003 af the [.ocal Government Code requires certain local government aiticers to (ile this form. A"Iocal
government off€cer" is cie{ined as a rnem�er of ihe governing body of a local governmental entity; a direcior, suPerintendent,
administrator, president, orotherperson designated as ihe execufive officer of a Ivcal governmentai entity; or an agent of
a focal governmental sntily wha exercises discreiion in the planning, recommanding, selecting, or contracting af a vendor.
7his forrri is requir�d ta be fifed wili� the records administrator of #he lacal gavernmenEal entity not later fhan 5}�.m. an the
sev�nlh business day after ihe cEate or� w�lch tF�e officer becomes aware aE ihe iacts tha! require ihe i€ling nf this statement.
A local government oflicer comrnits an o#ersse if 1na olficerknowingly�iolates Section 176.003, Lncal Governrnent Carfe.
An offense ur�der this ssction is a misdemeanar. .
Referto c�apter 176 of the Local Government Code fordetailed infarmatian regarding the requirernentto ffle this iorm.
INS`I'RUC3"IOP1S FOR COMPLETINC TH[S FORM
The following numbers carrespond to the numbered 6oxes on fhe other side.
9. Narne ai Locai Government Officer. �nter 1he name oi the {ocal go�ernment officer tiiing lhis sfatement.
2. affics HeEd. �nter the name of the aifice held by ihe local governrnent ofiicer filing tE�is siaEement.
3. Name p# vendor described by Sectiotts 176.0�1'{7j and 176.003(a�, L.00al'Ga�ernri►ent Code. Enter the name of
the �endor descri�ec� by 5ection 176,Ob1(7), iocal Government Gode, if fhe vendor: a) has an em�loyment or oiher
business relatio�ship with Ehe local governmenE officer or a family member af ihe ofiicer as described by Section
i 76.OD3(a)�2)(A), f..ocal GovernmenE Gode; b} f�as g9ven to the local govemment officer or a family member of the officer
one or more gifts as described by Section � 76.(}Q�(a)(2)(B), L.ocaE Go�ernment Code; or c) has a family refaEionsf�ip with
the Iacal gavernment afficer as dafined by 5ection 176.001 S2-a), Lacal Government Code.
�. ❑eseription of the nature anc! extent of each employrrtent or ather business relaiionship and each fiamfly
relatioiiship with vendor named in item 3. �escribe the naiure and extenf of the employment or other business
relationship the venciar has with the [oeal gove�nment oificer or a fami[y member of the afficer as described�foy 5ection
� 76.003(a}(2)(A}, Local Government Code, anc� each family relaiionshipthe vendor has with the local governr�ent of(icer
as ciefined by Sectian 178.001(2-a), Local Governrr�enf Cflde.
5. List gifts accepted, if fhe aggregate value of i�te gifts accepfec! from �endor named in it�m 3 exceeds $�0�.
List gifts accepfed cEuring ihe 12-manih periad �described by 5ection 176.D03(a)(2}(B}, Local Governm�r�t Code) by ih�
Iocal go►rernment officer ar family member of t�e oificer from Ehe vendar named in item 3 that in th� aggregate exceed $i qD
in value.
6. Signature. Sfgnature oF focal government oificer. Complete this sectian after you �inisl� the rest of ihis report. You
hav� Ehe o�fion to eilher: (1 J take the compl�fed form fa a noiary public where yo� will sign above the �rst line that
says "Signafure af Local Go�ernment O�icer" (an eleclranio slgnalure is not acceptable) and your signature trvifl be
nolarized, or (2) sign abo�e bolh lines khat say "5ignature of Local Govemmeni O�cer (l7 clarant)" (a e�ectronic
signature is nat acceptable), a�d fill out the unsworn declarafion section.
���
Local Caavernment Code § 176,001(2-a): "Family relatio�s�ip" means a refalionship between a person and another
person within the lhird degree �y cor�sanguinity or the seaand degree by afii�ity, as those ferms are defined by Subchapter
B, Chapter 573, Governmenl Code.
l.ocal Go�ernment Code § 176.U�3(a)(2)(Aj:
(a) A local go�ernment ntficer sY�ap file a conflicts disclosure st�temenf wilh respect ta a �endar if:
- ... . . . .
(2) the ve��dor: � � '
(A) has an empinyment or other 6usiness relaiionship with ii�e iacal go�ernment oificer or a
famlEy member af Ihe officerthat results In Ehe otiiceror family m�mber receiving taxable incnme,
� other than investment income, thai exceeds $2,500 during the � 2-montl� period prec�di�g the
dafe lhat tlie officer becomes aware ihaE:
(i) a contract be[ween ihe lacal governme�tal entiiy and vendar has been executed; or
(ii) ihe lacal c�overnmental eniity is considering entering info a conEract wili� the �endor.
Form provlded byTexas �lhics Commission tivww.elliics.stale.lx.us Revised �11712020
wr�rrErr ACTzoN
0�' THE GENERAL �ARTNER
OF S.J. T.OUI� CONSTRUCTION OF TEXA.S L'TD.
TAKEN iN LI�U O�` A MEETING
The utadersigned beii�g the Genexa! �artne�: af S.J. Louis Construction ot'Texas Ltd, a Texas
limi#ed pa��ti�ersiii� (tl�e "Company"}, puz'suant to iIie �uthority contained in the Texas Busi�.ess
Oxganizations Coda, iri lieu of holding a meetir�� ta consider i13e same, do hereby approve a�ad
ado}�t the follovving resolt�fioz�s and actio�as effeciive as of July � 8th, 2022:
NO Vij THERE�'ORE BE T.T RE�4LVED, tl;at ttie fo��owing peYsons are hereby electec� as
o�'�icea�s of �this Compatxy, ta hold tt�e o�f'tces set forth apposite their �•especti�e na��nes until #heir
.st�ccesso��s ��ave heen elected and qualified: . ,
.Farnes L. Schueller Pz'esident/C�iie�'Manager
Les V. Whtt�a�atz Ea:eeutir+e'Vice President/G�neral
Mana�er
David Dicke�•son Vice P��esidentlSouth '�'exas Area
Managez• •
Adarn Lunsford . Vice i'residentlConst��uetion Manager
J'ustiri Whifman �Vice �'resident/Coiist�•uctia�i Managex � '
Cui2is Osti•ancfer Vice President/ConsteucEion Manager ,
7aime Woo�s Cl�ief F�narncial {}.ffice�• / Sec��efary /
Treasurar
PilI�1�75 ,I. V'allakalit Secretary/TreasurerlGenei�al
Counsel/Caixit'ac#s Di��ector
Jamie 1�hitnian 'Vice Ptesident of Equipment attd
Trucking
RE�OLVED FURTI�ER, tiiat t��e President, Executive Vice P��ssic#ent and Chief Finaucia�
O�f"tcer are hereby authorized a�td empowered ta s.i�n a�l docume;its necessary fot• the performance
afi the business of S..T. Lauis Coiistructian of T�xas, Ltd.
• RE�OLVED ��IRTH�R, that Philips J. Vallakalil, as Secreiary, Da�id Dickersoii, Adain
Lunsfoid, Justit-► Whftman, a�a Cu�•tis Ostrancter are �iereby a�ithorized and empoGve�•ed�ta sign
Constxuc#ioa� Contracfs, Conshuctior� Bids, CDi15fi'llCh011 BOI1dS, fii�al �ay estimates and all ofher
dacurrients neeessary to construct anc� it�an��� canst�'uctiott jobs foz' the Company.
id7433/vf
RESOL'VED FURT�-IER, that this writken action supersedes aIl �rzor appointinents of
o��ce�t•s and resolutions addressing �uccession o�such officers,
�SOLVED k'URTHE�L, flaat ail prior signa#ure authaxizatioiis are hereby superseded in
their eniirety by this �va�•itten. action and are no longer of any force or effeet.
RESOLVED �URTHER, that all af the acts oiofficeFs o�ihe Cazrapany, whe#]iez hex•ato�'ore
and l�ereaftez' ta�cen oz' dane, #hat ar� consistent wfth fhe �urpase and intent o�these resoIutions are
hereby in all respects authorized, approved, ratified and cQni't�med.
GENERAL PARTNER
uis, LLC
'James L. Schue3ler
President and Chief Manager
�a�as�rv� 2
00 41 OD
Bi0 FORM
Aage 1 of 3
SEC710fV 00 47 00
81D F'ORM
'i0: The Purchasing Manager
clo: The Purct�asing Divisivn
200 7'exas Street
Cily of Fort Warth, TexaS 76102
FOR:
CiEy F'rojecf No.:
�JnitslSections:
MARINE CRE�K SANITARY S�W�R !'ARALLEL ANp R�hIABILITATION M-2A5B SLIPLlN�
�03487
Unit I: Sanitary Sewer Empro�ements
'I. Enter Info Agreement
The undersigned Bidder praposes and agrees, if this Bid Is acce�ted, to enter into an Agreement with City in the form
incluc[ed In th� Bidding �ocume�#s to perfarm and it�rnish all Work as specified or Indicated in #he Contract bocuments
for the eid Prlce and within the Contract 7ime indlcated in this Bid and in accordance with lhe oli�er terms and condi#ions
of the Contract Documen#s.
2. BIQDER Acknowiedgemenfs and Certificatfon
2.1. In submitling ihls Bld, 8idder accepts al! of the terms anc� conditions af the If�VfTATION TO �lDDERS and
INS7FtUCTIONS TO BIDDERS, Including witi�out limiiation those deall�g with the disposilion of Bid 8ond.
2.2. Bidder is aware of ali cosis to provide #he rec{uired Insurance, will do so pending conkract award, and will
provide a valid Insurance certlficafe me�ting all requirements wi#hin 14 days of natification of award.
2.3. Bidder certifies that this Bid is genuine and not made in the Interest of or on behaif of any undisclosed
indivldual ar enki#y ancE is not suk�mltted in conformity wlkh any collusive agreement or rules of any group,
association, organizakion, or corporation.
2.4. Bidder has not direcEiy or indirectly irtcEuced or snlicited any other Bidder to submit a faise or sham Sld.
2.5. 8idder has not sollcitad or ir�duced any individual ar entity #o refrain irom bidding.
2.6. Bidder has not engaged in carrupt, fraudulent, coilusive, or coerci�e practices in compefing for the Contract.
For the purposes of lhis Paragraph:
a. "corrupf practice" mear�s the offering, giving, recei�ing, or soficlting of any thi�g of value IiEcely to
influence the actlon of a public afficial in the bidding process.
b. "fraudulenf practice" means an intentfonal misrepresentatian of facts made {a) to inffuence fhe
bidc�ing process to the detriment of City {b) to es#ablish 8id prices at artificial non-competitive
leveEs, or {c) fo deprive CI#y of #he benefifs of free and o�en competition.
c. °collusive practice" means a scheme or arrangement betwe�n two or more Bidders, with or wifhouk
ii�e knowledge of C9ty, a purpose of which is to esta6lish Bid prices aE artificial, non-corr�peiitive
leveis.
CiTY OF F4RT WORTH
STANdARD CONS7RUCTiON SPEGIFICATfON D4CUMENTS 11AARIiJE CREEK 5S PART 1- M-245B Sl.IPLINE
Form Revlsed September 30, 202i CiYY PROJECT iJo. i03497
OD 41 04
BE� FpRM
Page 2 of 3
d. "coercive praclice" means harmi�g or ihreatening #o hacm, direclly ar indirecfiy, persons or their
properiy to influence their parlicipalivn in the bidding �rocess or affect the execution of the
Gontract.
3. Prequalification
7he Bidder acknowledges titat th�: fallowing wark types must be perfarm�d only by prequalified contractors and
subcantractors:
a. 5ewer 5iipina, All Sizes
6. Sewer Interceptors, Urban/Renewaf, 4$-inches and larger
4. Time af Completion
4.'f. The Work will be complete for Final Acce�tance wiihin 15Q days after ti�e date when the
the Contract Time commences to run as pro�ided in Paragraph 2.43 of the General Conditions.
4.2, Sidder accepts l�e pro�isians vf ihe Agreei-nent as to liqu(dated damages in #he e�ent of failure to camplete
the Work tandlor acf�ie�ement of Mifestones} wit�in the times s�ecified in the Agreemer�t.
5. Attached to this Bid
The following ctacuments are attached ta and made a part of thls Bid:
a. This Bid Form, Seciion p0 41 00
b. Required Bid Bond, Section 00 43 13 issued by a surety meeting ihe requlrements of Paragrapf�
5.01 of the General Conditions.
c. proposal For�n, 5eckion DO 42 43
d. Vendor Compliance b Sfate Law Non Resldent B9dcter, Section 00 �13 37
e. MWBE Forms {optlonal at time of bid)
f. prequalification Statement, S�ction 00 45 12
g. Conf�ict of lnterest Statement, Section 00 35 13
"if necessary, CfQ or CIS forms are fo be provided directiy to City Secretary
h. Any adclitionai dacuments that may be requirecE by Section 12 of the Instructions ta Bidders
6. 7otal Bfd Ainount
6.1. Bidder will complete the Work in accordance wkth tha Contract Documents for the fallowing bid amount. In the
space provided befaw, please enter the total bld amount for th(s projecE. Only this figure will be read publicfy
by the C9ly at fhe bicf opening.
6.2. ft is unders#oad and agreed by tf�e Bidder in signing l�is proposal #hat the totaf bid amount entered helow is
subject to verifcatian andlor modification by multlplying the unit bid prices for each pay iEem by the respactive
estimated quantities shown in ihis proposa� and then totaling a!I af the �xtenclecE amaunts.
CI7Y OF FORT WORTH
STANDARD CpN57Ri1CTf0iV SPECIFICATiON DpCUM�N75 MARINE CftEEK 55 PART 1• M•2458 SLIPLIN�
Fwm Revised Seplember 3p, 2021 CIN PROJ�CT No. 103497
0o a � ao
BiD FQRNi
Page 3 ot 3
6.3 E�aluatian of Alternafe Bid I#ems
Tatal Bid
7. Bid Submiftal
Th9s Bid is submilted on June 13, 202�
ftespeckfully su�mitted
By:
(Signature)
Adam �unsford
(Printed Name)
7itle: Vice Preside�t
Campany: S.J. Louis Consfruction of Texas, L,TD
Address: 520 S 6dh Ave
Mansfield, Texas 76063
State af Incorporation: i'exas
Emaii: Adam a,sj[ouis.com
Phone: (8�E7) 905-3535
�Nb O� SECTION
CITY OF FORT WOR7H
57ANl7ARP CONSTRUCTION SPECIFICAiIpN �OCUMENTS
Form Revised September 3D, 2021
$2,893,650.00
by #he entity named below.
CorparaEe Seal:
MARINE CREEI( SS pAR7 i- M-2A58 SLfALiN�
CITY PROJECT Na. 103497
wr�rrErr ACTzoN
0�' THE GENERAL �ARTNER
OF S.J. T.OUI� CONSTRUCTION OF TEXA.S L'TD.
TAKEN iN LI�U O�` A MEETING
The utadersigned beii�g the Genexa! �artne�: af S.J. Louis Construction ot'Texas Ltd, a Texas
limi#ed pa��ti�ersiii� (tl�e "Company"}, puz'suant to iIie �uthority contained in the Texas Busi�.ess
Oxganizations Coda, iri lieu of holding a meetir�� ta consider i13e same, do hereby approve a�ad
ado}�t the follovving resolt�fioz�s and actio�as effeciive as of July � 8th, 2022:
NO Vij THERE�'ORE BE T.T RE�4LVED, tl;at ttie fo��owing peYsons are hereby electec� as
o�'�icea�s of �this Compatxy, ta hold tt�e o�f'tces set forth apposite their �•especti�e na��nes until #heir
.st�ccesso��s ��ave heen elected and qualified: . ,
.Farnes L. Schueller Pz'esident/C�iie�'Manager
Les V. Whtt�a�atz Ea:eeutir+e'Vice President/G�neral
Mana�er
David Dicke�•son Vice P��esidentlSouth '�'exas Area
Managez• •
Adarn Lunsford . Vice i'residentlConst��uetion Manager
J'ustiri Whifman �Vice �'resident/Coiist�•uctia�i Managex � '
Cui2is Osti•ancfer Vice President/ConsteucEion Manager ,
7aime Woo�s Cl�ief F�narncial {}.ffice�• / Sec��efary /
Treasurar
PilI�1�75 ,I. V'allakalit Secretary/TreasurerlGenei�al
Counsel/Caixit'ac#s Di��ector
Jamie 1�hitnian 'Vice Ptesident of Equipment attd
Trucking
RE�OLVED FURTI�ER, tiiat t��e President, Executive Vice P��ssic#ent and Chief Finaucia�
O�f"tcer are hereby authorized a�td empowered ta s.i�n a�l docume;its necessary fot• the performance
afi the business of S..T. Lauis Coiistructian of T�xas, Ltd.
• RE�OLVED ��IRTH�R, that Philips J. Vallakalil, as Secreiary, Da�id Dickersoii, Adain
Lunsfoid, Justit-► Whftman, a�a Cu�•tis Ostrancter are �iereby a�ithorized and empoGve�•ed�ta sign
Constxuc#ioa� Contracfs, Conshuctior� Bids, CDi15fi'llCh011 BOI1dS, fii�al �ay estimates and all ofher
dacurrients neeessary to construct anc� it�an��� canst�'uctiott jobs foz' the Company.
id7433/vf
oorza�
mo PRovos,��
P�Sc 1 of 1
S�C7[ON 00 a2 43
PFt6PO5AL FORM
UNIT PRICE Blp
Bidder's Application
Project heni Inlonnalion F3iddars Proposal
Bidlist Item Uescri uon Specifiwlian Unil of E3id
�o• � Seclson No. Measure Quantity �ni� Price Bid Ve�ue
Unit I- SanfEary Sewer fmprovcsments
.� 3331.0218 80" Sevrer Pips, 5iip Lining (Pre-CCN 33 31 22 !F 5D3 �4,612.U0 �2,319,83fi.00
Subsidiary)
2 3339.12fl5 6' Type A Manhole 33 39 10, EA � �60,OOD.00 $60,�UO.D�
33 39 20
3 3339.i211 6' Tee Base NEenhole -
-- -- -- - -----.------ - ----- - - - _ 33 39 25 EA 1 $84�000.00 $84,400A0
4 3339.1203 6' �xtra Depth Menhole 33 39 90, VF 9 $511,D0 �4,599.00
33 39 2p
- ---- -- ---
. _ .__ --
___ 5_ 3339.1213 6' Tee Base �xlra_Depih Manhofe 33 39 25 VF 7 5511_,00 __ __ __ $3,577.00
6 0299,22D2 Remove5'SeurerManhole __ __ 0241 i4 EA 2 $2,500.00 �5,OOO.pO
- - - -- -. . .. , - - - -- - - - ---- - . - - - ___ . _ . - -- --- -
7 3339AQD9 Epoxy Manhole Ltner _ _ 33 39 60 VF 28 $8D4.DU $22,5'[2.00
- - - --- -----._. ..-- - - ------- -- - .. ._----
8_ 33U5,p112 Concrele Collar 33 Q5 17 EA 2 $2,500,00 $5,000.00
--- - - - -
- ---- --- -
9 3291.0100 7opsoil_ _ - -- ---- ----
_ _-_ - - .-- -. --.-_- ---- --32 91_i9__ CY 126 $50.00 $6.3GOA0
- --- - -
iD 3292.0400 Seeding, Hydromulch 32 92 i4 SY 2252 5i.00 $2,252.00
-
i1_ 0971,04p1 Consiruclion Slakir�g _ 01 71 23 l.S i S4,OOO.QO 54,QOfl.OD
-- -- -- --- ------ - - ----
_ 12 U171.0102 As-Buiit Survey _ 09 79 23 LS 1 51,000.00 51,000.00
13 3125.0101 SWPPP 2 1 acre _ 31 25 OD LS 1 S10,fl00.00 $10,U00.00
— ---. .... -- -- _... .---- -
14 3301.0002 Post-CCTV Inspeciian 33 4i 33 LF 503 $3.06 $1,509.00
15 3301.U901 Manho�e Vacuum Tesling 33 01 34 EA 1 51,000.00 �1,000.00
------ - -- ---------- --- -
--- --- -- - -- - � ---- ---- --- -- -- - -
_ _ 96 3305.U1D9 Trench Safely __ __ __ _ _ 33 0510 _ LF 65 �1.00 �65.OD
---
97 3471.0001 TFef(IC C9RIf01 32 9i 19 MO 2 �1,500.0� $3,OOQ.Op
1� 0135.U30i Railroad Caordinafion (BNSF, UPRR, � 01 35 i3 LS 1 $15,OUO.UO $15,oao.oa
Trinity Melro)
,�g 9999.0001 12ailroad Flegman and Canstrucllon 01 35 13 LS 7 $100,O�O.fl� Si00,Ofl0.00
Observalion Allowance {BNSF}
20 9999.ODD2 Railroad Flagmen and ConslrucEion 01 35 13 I.S 1 SiQO,�OD.00 �100,40D.00
4bser�ation Allowance (UPRR}
_ _
2i 4135.0102 Reilroad Flagmen (Trinily Metro)__ _ 07 35 13 WD 30 52,500.00 $75,OOD.OD
- - ------- .. . -
22 9999,Q003 Conslruclion Al�owance 00 72 DO LS 1 �70 OOD,OD 57D,000.00
Tolel Aid �z,893,ssa.uo
�ND OT SCCTION
CiTY OF FORi SYORTII
5iANUARD C0�5TRUCTION SPECI FICAiION DOCliMENiS 1.1ARINE f REEF: 55 PARi !- t�1•215II 54SPLINE
Fam Rcris�d ]0120120
CiTY pROJEC7 No. 103J97
00A313
BIO BRND
Page f of 2
SECTION d0 43 'E3
BlD BONO
KNOW ALL BY THESE pR�S�NTS:
That we, S.J. Louis Construction of Texas, Lkd. , known as
"Bidder" herein and Libe�ty Mutt�al Insurance Company a corporate surety
duly aulhorized to do business in the State of Texas, known as "Surely" herein, are held and firmly bound unfo ihe City
of �ort Worth, a munfcipa! corporalion created pursuant to the laws of Texas, known as "Cil�i' hereln, In the penal sum
of five percent (5°la} oi Bidder's maxfmum bid price, in lawful money of the United States, to i�e paid in Fort Worth,
Tarrant County, 7exas for the paymant of which sum weli and truly ta be made, we bind ourselves, our heirs, executors,
adminislrators, successors and asslgns, jointly and severally, firmfy by these presents.
Wl1EREAS, the Principal has submitted a bid or proposal ta perform Work 4or the following project
designated as MARINE CRE�K SANITARY SEWER PARALLEL ANb REHABiLITATIOiV M-2456 SLIPLlNE
NOW, THEREFORE, the conditlor� of this obligalion Is such Ehat if the C9ty shall a�vard
fhe Contract (or the foregoing project la the Princlpal, and the Principal shall satisiy all requirements and conditions
requlred for the sxecution of the Coniract and sttall enter inio the Coniracl In writing with Ihe City In accorcfance with ihe
terms of such same, then this obligation shall he and become null and void. IF, however, the Principal falls to execute
such Cantract in accordance wilh Iha terms o( same or faifs lo salisfy a�l requirements and condifions required For the
execution of the Contract, this band shall become !he properly of the City, wllhout recoursE o( the �'rincipal andlor
Sureiy, not to exceed ihe penal�y he�eof, and sha11 he used to compensate City far fhe difference beEween Principal's
tofal bid amount and the next selected hidder's total bid amounl.
PROVIDED Fl1RTHER, thal [F any legal action bs filed on Ehis Bond, venue shall lie in iarran# Caunty,
7exas oe Ihe lJnifed States Distrfct Court for ihe Northern pisirlct of 7exas, Fori Worlfi� Qivision.
IN WITNESS WH�REOF, ihe Princlpal and the Surely have SIGNED and SEALEa thfs insirument by
duly aulhorized agents and offcers on this Ihe 12th day of .luRe , 2024.
PRINCIPAL;
S.J. Louis Construction of Texas, LTD,
BY:
ignature
ATTE�Adam Lunsford - Uice President
i ness as to Principal Name and Tille
GN OF FORT WORTH
STANDARD GONSTRUG714N SAECiFICATiON ppCUh1ENTS MARiNE CR@ER SS PART i- A3•2q5B SiIPLIt3E
Form Revised 20ST1104 CIN PROJECT No. 103q97
D� 43 13
BID 603J0
Page 2 of 2
��; �
Wiiness as'to 5ureiy� "
Attach Power of Rttamey (5urety} For Aitorney-in-Fact
Address: 524 5 61h Ave
Mansfield, Texas 78063
SURETY:
Li�ertV Mufual lnsurance Gompanv
BY: �`���c�-ts�� fC,Fc ;i? �
GSignature �'
Hea#her R. Goedtel, At#orney-in-F'act
Name and Tilla
Address: 8400 Narmandale l.ake Bl�d., #1700
Bloominqton. MN 55�37
Telephone EVumher: 7fi3-342-7159
'iVote: If signed by an oNicer of ihe Surely Company, lhere must be on file a certified extract from ihe by laws
shotivinq ihat Ihis person has authorify tp sign suc� a6ligation. if 5urety's pltysical address is differen# fram
its mailing address, both must 6e provlded. The date of the bond shall not 6e prior ta Ihe date ihe Contract is
awarded.
EiVD OF SECTiON
CIiY OF FORT WORTH
STAI+fDARD GONSTRUCTION SPECIF[CATION OOCUMENTS htARItJE CREEK SS PART 9-Fd-245B 5i1PLINE
Form Revised 20171109 C3TY PROJECT No, �03497
Ac��.�wle� men� of Co� ��ate Suret
S`fATE OF Minnesota
coun�TY o� H�n�����
On this �2th day of June
Fieaiher R. Goedtel
)
� 5S
)
, zo24 before me app�ared
-- , io be knawn,
who being by me duly sworn did say that she is lhe aforesaid Akforney-in-Fack of i�e
LiEierty Mufual Insurance Company
a corporalian; #hat lhe seal affixe� to the foregaing ir�strument is the corpora#e seal of sal� corporation, and
that said inslrument was signed antl sealed on behalf of said corporation by the aforesaid of{icer, by
autharify o{ its Board of Directors; and #he aforesaid offcer acknaw�edged said insfrument ta be the free act
and deetl of said corporatian.
�' _ , ;
; �,� � ��
.
I t�,t��_. _
No ary Publtc�Signatu e
(fVotary Seal)
d"' NICpLE CA7HEHlH� lANGER
� � Natary Public
State of Minnesota
My Commisslon Exp�rea
' J6nuary31,2p28
• ]Libert�
IVVliutua�o
SURETY
7hls Power of Atiornay Iimits the acts af those named herein, and they have no aulhorify to
6ind Ihe Company except in Ihe manner and ta the exlenE hereln slatad.
Liberly Muival Insurance Company
The Ohio Casualty Insurance Campany
West American lnsurance Company
POWER OF ATT�RIVEY
Certifirate No: 8209635-190Q03
KHOWN ALL PERSpNS BY THESE PitESENTS: Thal The Di�io Casualty Insuranca Company is a wrporalion duly organized under Ihe laws of Ihe Slale oF New Nampshire, Ihat
Liberty fRutual Insurance Company is a corporalion duly organized under 1he laws of �he Slate of MassacpuseRs, and West Amedcan Insurence Company Is a corporalion duly arganized
under Ihe laws of �e Sta1e of fndiana (herein collectively calfed the'Companies"j, pursua�t �a and by aulhoriry herein se� farlh, does herehy name, conskilute and appoinR, alaice S.
I3ohlig; $rian D. Cn cnter; Crai Olmsfcad; Erik T. Gunkel; Haley PFlug; Neallrer R. Goedlel; Jessica Heckcr, Kelly iVicole C� hauser, Lnuria Pllug; Micltc3�c Halter;
Michcllc IYatd; tJicolc Langcr
all oi the uty of _ Dloomin�ton siale of MN each IndividuaSly if there be more than one named, ils Irue and lawhrl aitomeyin-tact lo make,
execule, seal, ackrw�vledge and defiver, tor and on ils behalf as surefy and as ils aU end deed, any a�d ai1 undertakings, bonds, recognfzanees and o�her surely obligalions, in pursuance
of these presenls and shall be as binding upon the Companies as if they have been dufy signed by Ihe presiden� and ariested by fhe seuelary of the Compan€es In their asvn proper
persons.
IN WI7lJESS WH�R�CQF, lhis Aower of Allomey has 6een subscribed 6y an aulhorized officer or afficial of Ihe Companies and Ihe corparale seals oi ihe Companles have been affixed
l�etetalhis 20ih dayof iNarch , 2023 ,
Slale of YENNSY�VAPlIA
Coun�y of N,4N7GOMERY ss
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Liberty Mulual Insurance Company
P� yNSU� P�,qY u�sG a SNSU�QQ The Ohio Casualty Insurance Company
J.°apeor�r� �m ey =4oµr°RarF�yn ���'opPOl�TFQy�I� Wes1 American Insurance Company
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d�, °�R���»s�aa o `�y��PS�� a �C �NalAHP a� ��/
s'1 * ��, �,H1 * ��' s��i * f��a sy�
David M. Carev, Assistanl5eaeiary
On Ihis 20�M day of March , 2D23 before me persvnally appeared David M. Carey, who adcnotivfedgad hlmse3f l0 6e lhe Assistant Secrelary of Libarry Mulual I�surance
Company, The Ohio Casualty Company, and West American Insurance Company, and Ihat f�e, as such, 6eing aulhorized so to do, execute Ihe foregoing inslrumenf (or lhe purposes
Iherein coatained 6y signing on be3ratf of ihe corporations �y himself as a du�y aulhorized officer.
IN WITNE53 WHEf2E0F, I have herevnlo subscribad my name and affixed my nolarial sea! al Piymoulh A#eeGng, Pennsylvanla, on lhe day and year first above wriflen.
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OF htonlgnmery CountY
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7hls Power of At�amey is made and axeculed purst�anl to and by auliwrily of ihe following Bylaws and Ruthorizafwns of The Ohio Casualty Insurance Company,
lnsurance Company, and West Nneriean Ins�rance Company whkh resolulians are nav in fu11 force and effecl reading as [olfows:
Eiberty
AR�ICLE IV -- OFFICERS: Sedion 12, Power oi Al#omey.
My afficer ar alher of�pal of the Corporalion aulhorized fa IhaF purpose In writing by fhe Chalrman or ihe PresidenE, and subject lo suah limilation as the Cfiairman or the
Presiden� may prescribe, sha11 appoinl such alRarneys-in•fact, as may be necessary fo act In behalE of the Corpwation fo make, execu�e, seal, acknovAedge and deliver as sureRy
any and ali undertakings, bonds, recognizances and other surely obfigaUons. Such allorneys•in•facl, subJecl to Ihe limilalioris set forth In their res�eclive pawers of al�orney, shall
have Euli power io 6ind Ihe Corporation by lhelr signalure and execution of any sucn InsUuments and 10 allach lherelo Uie seal of lhe Corporalion. When so execuled, such
inslrumenls shall be as binding as il signed by ihe Presidenl and alles�ed lo by !he Secrelary. Any posver or aulhority granled �o any representative or aliorneyindac! under Ihe
provisions oi Ihis a�ide may be revoked ai any time by 1ha Board, Ihe Chairman, the Presidenl or by Ihe officer w otficers granling such power or authority.
ARTICLE Xfil—�xecullon of Conlratls: Section 5. Surety Bonds and Underlakings.
My o(ficer of 1he Cnmpany aulhorized (or U�a€ purpose fn wriling by the ctiairman or �he president, and suhjecl to such limi(alions as the chairman or Ihe psesident may prescribe,
shall appoinR such ailomeysdn•fac1, as may be necessary to ac� in hehalf oi the Company lo make, execufe, seal, acknowledge and deliver as sure�y any and all underEakings,
6onds, reoognizances and olher surefy o6l�gaGons. Such altomeys•In-facl subiecl io Ehe IimitaGons set iorUi 1n lhe'u respeclive povrers ai atlomey, sha11 have fuf! prnverlo bind Ihe
Campany by Ihelr signalure and execulian of any such Inslntments and lo atlach lherelo lt�e seal of the Gompany. When so execu�ed such inslrumenls shall be as binding es if
signed by 1he presidenl and alEesRed by Ehe secreEary.
Certificate of nesignallon —7he Presidenl of lhe Campany, acGng pursuant lo t�e Bylaws of Ihe Company, authorizes Ra+rid M, Carey, Assisfant Secrelary to appoint such aUorneys-in-
fact as may be necessary to act on behalt of Ihe Compeny lo make, execuls, seal, ecknowledge and deliver as sureiy any and al! underlakings, bonds, recogn�zances and olher surety
obligaGo�s.
Aulhorizallon — By unanimous tonsenR of the Compan�ls 8oard af Direclars, lhe Company consents lAat facsimijo or mechanically reproduced signalure af any assis{ant secretary of Ihe
Company, wherever appearing upon e certifreQ copy oFany power of altorney Issued hy lhe Campany in conneclion 4vilh surely bonds, sha116e valid and hindi�g u�on Ihe Company vrilh
the same face and eHecl as 1lwugh manually affixed.
!, Renee C. Lletivellyn, Ihe underslgned, Assis�ant Secreiary, The Ohlo Casualty Insurance Company, Llber[y �IuNal Insurance Campany, and Wesi American Insurance Company da
hereby ce�ify �raf Ihe original power of al(aney of which Iha foregoing Is a full, lrue and correcl capy of lhe Power of Atlotney execuled by said Companies, is In fuil Torce and eHecl and
has not been revoked.
IN 7ESTIMflNY WN�REOF, I have hareunlo sel my hand and affixed 1he seals of sald Companies this 121h day o{ JUnE , 2024 .
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VENQOR COhfPLIANC�TQ STl�TE iAW
Page 1 of 1
S�CTIO�1 00 �3 37
V�i�DOR COMPLIANC� TD STAT� L.AW NON R�.SIp�NT BIDQER
Texas Govemmenf Code Chapter 2252 was adapted for tE�e award of can#racfs to nonresident bidders. This law
pro�ides ihat, In order Eo be awarcied a cantract as low bidder, nonresident bidd�rs (out-of-stale confractors
whose corPorate offices or principal place of business are o�tside the State of Texas) bid projects far
consfruciion, improvements, suppfies ar services in Texas at at� amaunt lawer lhan the lowest Texas residenf
bidder E�y fhe same amount ihat a Texas resident bidder would be reqUired #o underbid a nonresiden# bidder in
order to obtaln a wmparable contraci in fhe Sfale which the nonresidenYs prir�cipal place o� bus9r�ess is ioceted,
7he appropriaEe blanks in Section A musk be tilled out by afl nonresidenk bidders in arder for your bid to meet
speciflcations. The failure of nonresident bidcters to do so w911 automatically disqualify that bidder. Resident
bidders must chee3c the box in Seclion B.
A. Nanresident bidders in the State of , our princiAal place af business,
are required to be percent lower #han resident bidders by 5tate Law. A copy of the
statuke is attached.
Nonresident aidders in the State of , our principal place of business,
are not required ta underbid residenf bidders.
;�B The principal p[ace ofi business of our company or our parent company or majority owner is
in #he Stale of 7exas. �
BlDDER:
S.J. Louis Construction of Texas, LTQ
520 S 6th Ave
Mansfie[d, 7exas 760F3
By: Adam Lunsford
(Signature}
Tiile: Vice Presldent
Raie: June 13, 2Q24
�AFA OT' S�CTIO�°
C4TYOF FORT WORTN
STANQAfiQ GO[�STRUCTION SPECIFfCATiDN aOCl1M�NTS
Farm Revlsed 20110627
MARIN� CR��E< SS PART 1- M-245B SLIPLINE
CiTY PROdECT Na. 103497
00 45 11 - 1
BIDDERS PREQUALIFICATIONS
Page 1 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 13, 2021
SECTION 00 45 11 1
BIDDERS PREQUALIFICATIONS 2
3
1. Summary. A Bidder or their designated subcontractors are required to be prequalified or 4
have applied for prequalification by the City for the work types requiring prequalification 5
prior to submitting bids. To be considered for award of contract the Bidder must submit 6
Section 00 45 12, PREQUALIFICATION STATEMENT for the work type(s) listed with 7
their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed 8
must submit Section 00 45 13, PREQUALIFICATION APPLICATION in accordance with 9
the requirements below. The information must be submitted seven (7) days prior to the 10
date of the opening of bids. Subcontractors must follow the same timelines as contractors 11
for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at 12
the time bids are opened and reviewed may cause the bid to be rejected. 13
14
The prequalification process will establish a bid limit based on a technical evaluation and 15
financial analysis of the contractor. For example, a contractor wishing to submit bids on 16
projects to be opened on the 7th of April must file the information by the 31st day of March 17
in order to be eligible to work on these projects. In order to facilitate the approval of a 18
Bidder Prequalification Application, the following must accompany the submission. 19
a. A complete set of audited or reviewed financial statements. 20
(1) Classified Balance Sheet 21
(2) Income Statement 22
(3) Statement of Cash Flows 23
(4) Statement of Retained Earnings 24
(5) Notes to the Financial Statements, if any 25
b. A certified copy of organizational documents (Corporate Charter, Articles 26
of Incorporation, Articles of Organization, Certificate of Formation, LLC 27
Regulations, Certificate of Limited Partnership Agreement). 28
c. A completed Bidder Prequalification Application. 29
(1) 30
Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 31
number visit the Texas Comptroller of Public Accounts online at the 32
following web address www.window.state.tx.us/taxpermit/ and fill out the 33
application to apply for your Texas tax ID. 34
(2) -mail address and fax number. 35
(3) adstreet. This number 36
is used by the City for required reporting on Federal Aid projects. The DUNS 37
number may be obtained at www.dnb.com. 38
d. Resumes reflecting the construction experience of the principles of the firm for firms 39
submitting their initial prequalification. These resumes should include the size and 40
scope of the work performed. 41
e. Other information as requested by the City. 42
43
2. Prequalification Requirements 44
a. Financial Statements. Financial statement submission must be provided in 45
accordance with the following: 46
(1) The City requires that the original Financial Statement or a certified copy 47
be submitted for consideration. 48
00 45 11 - 2
BIDDERS PREQUALIFICATIONS
Page 2 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 13, 2021
(2) To be satisfactory, the financial statements must be audited or reviewed 1
by an independent, certified public accounting firm registered and in 2
good standing in any state. Current Texas statues also require that 3
accounting firms performing audits or reviews on business entities within 4
the State of Texas be properly licensed or registered with the Texas State 5
Board of Public Accountancy. 6
(3) The accounting firm should state in the audit report or review whether 7
the contractor is an individual, corporation, or limited liability company. 8
(4) Financial Statements must be presented in U.S. dollars at the current rate 9
of exchange of the Balance Sheet date. 10
(5) The City will not recognize any certified public accountant as 11
independent who is not, in fact, independent. 12
(6) on the financial statements of the contracting 13
company should state that the audit or review has been conducted in 14
accordance with auditing standards generally accepted in the United 15
16
It should: (1) express an unqualified opinion, or (2) express a qualified 17
opinion on the statements taken as a whole. 18
(7) The City reserves the right to require a new statement at any time. 19
(8) The financial statement must be prepared as of the last day of any month, 20
not more than one year old and must be on file with the City 16 months 21
thereafter, in accordance with Paragraph 1. 22
(9) 23
of awarding contracts. Bidding capacity is determined by multiplying the 24
positive net working capital (working capital = current assets current 25
liabilities) by a factor of 10. Only those statements reflecting a positive 26
net working capital position will be considered satisfactory for 27
prequalification purposes. 28
(10) In the case that a bidding date falls within the time a new financial 29
statement is being prepared, the previous statement shall be updated with 30
proper verification. 31
b. Bidder Prequalification Application. A Bidder Prequalification Application must be 32
submitted along with audited or reviewed financial statements by firms wishing to be 33
eligible to bid on all classes of construction and maintenance projects. Incomplete 34
Applications will be rejected. 35
(1) In those schedules where there is nothing to report, the notation of 36
37
(2) A minimum of five (5) references of related work must be provided. 38
(3) Submission of an equipment schedule which indicates equipment under 39
the control of the Contractor and which is related to the type of work for 40
which the Contactor is seeking prequalification. The schedule must 41
include the manufacturer, model and general common description of 42
each piece of equipment. Abbreviations or means of describing 43
equipment other than provided above will not be accepted. 44
45
3. Eligibility for Award of Contract 46
a. The City shall be the sole judge as to a contractor prequalification. 47
b. The City may reject, suspend, or modify any prequalification for failure by the 48
contractor to demonstrate acceptable financial ability or performance. 49
c. The City will issue a letter as to the status of the prequalification approval. 50
00 45 11 - 3
BIDDERS PREQUALIFICATIONS
Page 3 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 13, 2021
d. If a contractor has a valid prequalification letter, the contractor will be eligible to 1
perform the prequalified work types until the expiration date stated in the letter. 2
3
4
5
6
7
END OF SECTION 8
9
00 45 12 - 1
PREQUALIFICATION STATEMENT
Page 1 of 1
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised September 30, 2021
SECTION 00 45 12 1
PREQUALIFICATION STATEMENT 2
Each Bidder for a City procurement is required to complete the information below by 3
identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the 4
major work type(s) listed. 5
6
7
Major Work
Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
Sewer Slipline,
All Sizes
Sewer
Interceptors,
Urban/Renewal,
48-inches and
larger
8
9
The undersigned hereby certifies that the contractors and/or subcontractors described in 10
the table above are currently prequalified for the work types listed. 11
12
BIDDER: 13
14
_____________________________________ By: ___________________________________ 15
Company (Please Print) 16
17
_____________________________________ Signature: ______________________________ 18
Address 19
20
_____________________________________ Title: __________________________________ 21
City/State/Zip (Please Print) 22
23
Date: __________________________________ 24
25
END OF SECTION 26
SECTION 00 45 13
PREQUALIFICATION APPLICATION
Date of Balance Sheet ,
Mark only one:
Individual
Limited Partnership
General Partnership
Corporation
Limited Liability Company
Post Office Box City State Zip Code
Street Address (required) City State Zip Code
( ) ( )
Telephone Fax Email
Texas Taxpayer Identification No.
Federal Employers Identification No.
DUNS No. (if applicable)
Email/mail this questionnaire along with financial statements to the appropriate group below. A separate
submittal is required for water/sewer, paving, and lighting:
Work Category Water Department Water/sewer Work Category TPW Paving Work Category TPW Ped/Rdwy Lighting
john.kasavich@FortWorthTexas.gov Alicia.Garcia@fortworthtexas.gov clint.hoover@fortworthtexas.gov
Fort Worth Water Department Engineering and
Fiscal Services Division 200 Texas St. Fort
Worth, TX 76102
City of Fort Worth Transportation and Public
Works Dept, 8851 Camp Bowie West Blvd.
Fort Worth, Texas 76116 Attn: Alicia Garcia
City of Fort Worth TPW Transportation
Management Attn: Clint Hoover, P.E. 5001
James Ave. Fort Worth, TX76115
*Financial Statements must be mailed. Mark the envelope: Bidder Prequalification Application
Name under which you wish to qualify
00 45 13 - 2
BIDDER PREQUALIFICATION APPLICATION
Page 2 of 8
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 13, 2021
BUSINESS CLASSIFICATION
The following should be completed in order that we may properly classify your firm:
(Check the block(s) which are applicable Block 3 is to be left blank if Block 1 and/or Block 2 is
checked)
Has fewer than 100 employees
and/or
Has less than $6,000,000.00 in annual gross receipts
OR
Does not meet the criteria for being designated a small business as provided in Section
2006.001 of the Texas Government Code.
The classification of your firm as a small or large business is not a factor in determining eligibility to
become prequalified.
Select major work categories for which you would like to be prequalified (City may deem you are not
qualified for selected category or may approve you at a lesser size/length and maximum size may
not be listed specifically under a major work category):
MAJOR WORK CATEGORIES
Water Department
Augur Boring - 24-inch diameter casing and less
Augur Boring - Greater than 24-inch diameter casing and greater
Tunneling 36-Inches 60 inches, and 350 LF or less
Tunneling - 36-Inches 60 inches, and greater than 350 LF
Tunneling and greater
Tunneling
Cathodic Protection
Water Distribution, Development, 8-inch diameter and smaller
Water Distribution, Urban and Renewal, 8-inch diameter and smaller
Water Distribution, Development, 12-inch diameter and smaller
Water Distribution, Urban and Renewal, 12-inch diameter and smaller
Water Transmission, Development, 24-inches and smaller
Water Transmission, Urban/Renewal, 24-inches and smaller
Water Transmission, Development, 42-inches and smaller
Water Transmission, Urban/Renewal, 42-inches and smaller
Water Transmission, Development, All Sizes
Water Transmission, Urban/Renewal, All Sizes
Sewer Bypass Pumping, 18-inches and smaller
Sewer Bypass Pumping, 18-inches 36-inches
Sewer Bypass Pumping 42-inches and larger
CCTV, 8-inches and smaller
CCTV, 12-inches and smaller
CCTV, 18-inches and smaller
CCTV, 24-inches and smaller
00 45 13 - 3
BIDDER PREQUALIFICATION APPLICATION
Page 3 of 8
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 13, 2021
MAJOR WORK CATEGORIES, CONTINUED
CCTV, 42-inches and smaller
CCTV, 48-inches and smaller
Sewer CIPP, 12-inches and smaller
Sewer CIPP, 24-inches and smaller
Sewer CIPP, 42-inches and smaller
Sewer CIPP, All Sizes
Sewer Collection System, Development, 8-inches and smaller
Sewer Collection System, Urban/Renewal, 8-inches and smaller
Sewer Collection System, Development, 12-inches and smaller
Sewer Collection System, Urban/Renewal, 12-inches and smaller
Sewer Interceptors, Development, 24-inches and smaller
Sewer Interceptors, Urban/Renewal, 24-inches and smaller
Sewer Interceptors, Development, 42-inches and smaller
Sewer Interceptors, Urban/Renewal, 42-inches and smaller
Sewer Interceptors, Development, 48-inches and smaller
Sewer Interceptors, Urban/Renewal, 48-inches and smaller
Sewer Pipe Enlargement 12-inches and smaller
Sewer Pipe Enlargement 24-inches and smaller
Sewer Pipe Enlargement, All Sizes
Sewer Cleaning , 24-inches and smaller
Sewer Cleaning , 42-inches and smaller
Sewer Cleaning , All Sizes
Sewer Cleaning, 8-inches and smaller
Sewer Cleaning, 12-inches and smaller
Sewer Siphons 12-inches or less
Sewer Siphons 24-inches or less
Sewer Siphons 42-inches or less
Sewer Siphons All Sizes
Transportation Public Works
Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards)
Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER)
Asphalt Paving Heavy Maintenance (UNDER $1,000,000)
Asphalt Paving Heavy Maintenance ($1,000,000 and OVER)
Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards)*
Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER)*
Roadway and Pedestrian Lighting
NOTE *There is not a prequalification requirement for installation of concrete sidewalk, curb & gutter,
driveways, and panel replacement, only concrete paving
00 45 13 - 4
BIDDER PREQUALIFICATION APPLICATION
Page 4 of 8
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 13, 2021
1. List equipment you do not own but which is available by renting
DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER
2. How many years has your organization been in business as a general contractor under your present
name?
List previous business names:
3. How many years of experience in construction work has your organization
had:
(a) As a General Contractor: (b) As a Sub-Contractor:
4. *What projects has your organization completed in Texas and elsewhere?
CONTRACT
AMOUNT
CLASS
OF
WORK
DATE
COMPLETED
LOCATION
CITY-COUNTY-
STATE
NAME AND DETAILED
ADDRESS OF OFFICIAL TO
WHOM YOU REFER
*If requalifying only show work performed since last statement.
5. Have you ever failed to complete any work awarded to you?
If so, where and why?
6. Has any officer or owner of your organization ever been an officer of another organization that failed to
complete a contract?
If so, state the name of the individual, other organization and reason.
7. Has any officer or owner of your organization ever failed to complete a contract executed in his/her
name?
If so, state the name of the individual, name of owner and reason.
00 45 13 - 5
BIDDER PREQUALIFICATION APPLICATION
Page 5 of 8
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 13, 2021
8. In what other lines of business are you financially interested?
9. Have you ever performed any work for the City?
If so, when and to whom do you refer?
10. State names and detailed addresses of all producers from whom you have purchased principal
materials during the last three years.
NAME OF FIRM OR COMPANY DETAILED ADDRESS
11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship
to this person or firm.
12. What is the construction experience of the principal individuals in your organization?
NAME
PRESENT
POSITION OR
OFFICE
YEARS OF
EXPERIENCE
MAGNITUDE
AND TYPE OF
WORK
IN WHAT
CAPACITY
13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the
same household with a City employee, please list the name of the City employee and the relationship. In
addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or
director who does not live in the same household but who receives care and assistance from that person as
a direct result of a documented medical condition. This includes foster children or those related by
adoption or marriage.
00 45 13 - 6
BIDDER PREQUALIFICATION APPLICATION
Page 6 of 8
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 13, 2021
CORPORATION BLOCK PARTNERSHIP BLOCK
If a corporation: If a partnership:
Date of Incorporation State of Organization
Charter/File No. Date of organization
President Is partnership general, limited, or registered limited
liability partnership?
Vice Presidents
File No. (if Limited
Partnership)
General Partners/Officers
Secretary Limited Partners (if applicable)
Treasurer
LIMITED LIABILITY COMPANY BLOCK
If a corporation:
State of Incorporation
Date of organization
File No. Individuals authorized to sign for Partnership
Officers or Managers (with titles, if any)
Except for limited partners, the individuals listed in the blocks above are presumed to have full
signature authority for your firm unless otherwise advised. Should you wish to grant signature
authority for additional individuals, please attach a certified copy of the corporate resolution,
corporate minutes, partnership agreement, power of attorney or other legal documentation which
grants this authority.
00 45 13 - 7
BIDDER PREQUALIFICATION APPLICATION
Page 7 of 8
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 13, 2021
14. Equipment $_______________
TOTAL
Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment,
you may show these 30 types and show the remainder as "various". The City, by allowing you to show
only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment.
The equipment list is a representation of equipment under the control of the firm and which is related to the
type of work for which the firm is seeking qualification. In the description include, the manufacturer,
model, and general common description of each.
ITEM QUANTITY ITEM DESCRIPTION
BALANCE SHEET
VALUE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
Various-
TOTAL
00 45 13 - 8
BIDDER PREQUALIFICATION APPLICATION
Page 8 of 8
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 13, 2021
BIDDER PREQUALIFICATION AFFIDAVIT
STATE OF
COUNTY OF
The undersigned hereby declares that the foregoing is a true statement of the financial condition of the
entity herein first named, as of the date herein first given; that this statement is for the express purpose of
inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who
prepared the balance sheet accompanying this report as well as any depository, vendor or any other
agency herein named is hereby authorized to supply each party with any information, while this statement
is in force, necessary to verify said statement.
_______________________________________________, being duly sworn, deposes and says that
he/she is the __________________________________ of ___________________________, the entity
described in and which executed the foregoing statement that he/she is familiar with the books of the said
entity showing its financial condition; that the foregoing financial statement taken from the books of the
said entity as of the date thereof and that the answers to the questions of the foregoing Bidder
Prequalification Application are correct and true as of the date of this affidavit.
Firm Name:
Signature:
Sworn to before me this
day of ,
Notary Public
Notary Public must not be an officer, director, or stockholder or relative thereof.
00 45 2G - 1
CON'1'RACTOR COMPLIANC� \VITH �VORKER'S COMPENSATION LA�'V
Page I of 1
2
3
4
5
6
7
8
9
10
��
12
13
14
15
16
1�
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
sLc�i'ION 00 45 26
CONTRACTOR COMPLIANCE WITH WORI{i;R'S COMP�NSATION LAW
Pursuant to Texas Labor Code Section 406.096(a}, as amended, Conh•actor cei•tifics tllat it
provides worlcer's coinpensation insurance coverage for all of its employees employed on City
Project No. 103497. Contractor further certifies that, pursuant to 'Texas Labor Code, Section
406.096(b), as amended, it «�ill provide to City its subcontractor's certi�cates of conlpliance with
worker's compensation coverage.
CONTRACTOR:
S•.1• �� C����1a-v.
Company
� 5 G f'� ,��
Address
By� ,�(�A? GIinS�G��
(Please Prii t)
Signahire:
l'j16,c/�F'e�/e� . T�r� s?GuG 3 T�tt�: (�,Ce. �rr��ilf
City/State/Zip (Please Print)
THE STATE OF TEXAS
COUNTY OF TARItANT
��
ti
�
B� { I� ME, the undersigned authority, on tl�is day personally appeared
in GohS e.n.L , known to me to be the person whose name is
subscribed to the foregoing instnim it, and ackno�vledged to ine that he/she executed the same as
the act and deed of �,�� Jrrs,�,� for the purposes and
consideration therein expressed and in the caplcity dierein stated.
GIV�N ITNDER MY HAND AND SEAL OF OFFICT tliis 2� F� day of
/�%vcd5� , 2oZy.
':?O��Y�O"�;�;, MARIA LAURA PAREDES � J
'*: �1 ;� My Notary ID # 130612880 � � t�-� Gw
:,� r.,GV..+;'
'•;g oF, �E; E x p i � e s A p � l 1 5, 2 0 2 8 N o t a r P i b i c i n a n d f o r t h e S t a t e o f T e x a s
�Nll OI' S�CTION
CP['Y OF PORT �VORTH
STANDARD CONSTRUC'I'ION SPl?CIFICA'1'ION DOCUMGt�''f'S
Revised July l, ?.Ol l
MARINE CREEK SS PAR'1' 1- M-245B SLIPL[NG
CITY PI20JEC7' No. 103497
00 45 40 - 1
Business Equity Ordinance Specifications
Page 1 of 2
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised October 27, 2021
SECTION 00 45 401
Business Equity Goal2
APPLICATION OF POLICY 3
If the total dollar value of the contract is $100,000 or more, then a Business Equity goal is applicable. 4
A Business Equity Firm refers to certified Minority-, and/or Women-, owned Business Enterprises 5
(M/WBEs). 6
7
POLICY STATEMENT 8
It is the policy of the City of Fort Worth to ensure the full and equitable participation of Business Equity 9
Firms when applicable, in the procurement of all goods and services. All requirements and regulations 10
stated in -10-2021, (replacing Ordinance No. 24534-11-11
2020 (codified at: https://codelibrary.amlegal.com/codes/ftworth/latest/ftworth_tx/0-0-0-22593 ) apply to 12
this bid. 13
14
BUSINESS EQUITY PROJECT GOAL 15
The City's Business Equity goal on this project is 6.86% of the total bid value of the contract (Base bid 16
applies to Parks and Community Services). 17
18
METHODS TO COMPLY WITH THE GOAL19
On City contracts where a Business Equity Goal is applied, offerors are required to comply with the City's 20
Business Equity Ordinance by meeting or exceeding the above stated goal or otherwise comply with the 21
ordinance through one of the following methods: 1. Commercially useful services performed by a 22
Business Equity prime contractor, 2. Business Equity subcontracting participation, 3. Combination 23
of Business Equity prime services and Business Equity subcontracting participation, 4. Business 24
Equity Joint Venture/Mentor-Protégé participation, 5. Good Faith Effort documentation, or 6. 25
Prime contractor Waiver documentation. 26
27
SUBMITTAL OF REQUIRED DOCUMENTATION28
Applicable documents (listed below) must be received by the Purchasing Division, OR the offeror shall 29
EMAIL the Business Equity documentation to the assigned City of Fort Worth Project Manager or 30
Department Designee. Documents are to be received no later than 2:00 p.m., on the third City 31
business day after the bid opening date, exclusive of the bid opening date. 32
33
The Offeror must submit one or more of the following documents: 34
1. Utilization Form and Letter(s) of Intent , if the goal is met or exceeded; 35
2. Good Faith Effort Form and Utilization Form, including supporting documentation, if 36
participation is less than stated goal, or no Business Equity participation is accomplished; 37
3. Prime Contractor Waiver Form, including supporting documentation, if the Offeror will perform 38
all subcontracting/supplier opportunities; or 39
4. Joint Venture/Mentor-Protégé Form, if goal is met or exceeded with a Joint Venture or Mentor-40
Protégé participation. 41
42
These forms can be found at: 43
Business Equity Utilization Form and Letter of Intent44
https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/60%20-45
%20MWBE/NEW%20Business%20Equity%20Ordinance/Business%20Equity%20Utilization%20Form.46
pdf 47
48
Letter of Intent 49
00 45 40 - 2
Business Equity Ordinance Specifications
Page 2 of 2
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised October 27, 2021
https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/60 - MWBE/NEW Business Equity 1
Ordinance/Letter of Intent-2021.pdf 2
3
Business Equity Good Faith Effort Form 4
https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/60%20-5
%20MWBE/NEW%20Business%20Equity%20Ordinance/Business%20Equity%20Good%20Faith%20Ef6
fort%20Form.pdf 7
8
Business Equity Prime Contractor Waiver Form 9
https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/60%20-10
%20MWBE/NEW%20Business%20Equity%20Ordinance/Business%20Equity%20Prime%20Contractor11
%20Waiver.pdf 12
13
Business Equity Joint Venture Form 14
https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/60%20-15
%20MWBE/NEW%20Business%20Equity%20Ordinance/Business%20Equity%20Joint%20Venture.pdf 16
17
18
FAILURE TO ACHIEVE THE GOAL OR OTHERWISE COMPLY WITH THE ORDINANCE WILL 19
RESULT IN THE BIDDER/OFFEROR BEING DECLARED NON-RESPONSIVE AND THE BID 20
REJECTED. 21
22
23
FAILURE TO SUBMIT THE REQUIRED BUSINESS EQUTY DOCUMENTATION OR OTHERWISE 24
COMPLY WITH THE ORDINANCE WILL RESULT IN THE BID BEING DECLARED NON-25
RESPONSIVE, THE BID REJECTED AND MAY SUBJECT THE BIDDER/OFFEROR TO SANCTIONS 26
AS DESCRIBED IN SEC. 20-373 OF THE ORDINANCE. 27
28
For Questions, Please Contact The Business Equity Division of the Department of Diversity and 29
Inclusion at (817) 392-2674. 30
END OF SECTION 31
32
00 5243 - 1
Agrcemea�t
Pagc 1 of G
SECTION 00 52 �3
AGREEMENT
THIS AGTtEEM�N'I', a�thax•ized an g!3 ?�1 , is made by and between the Ciry of ��ort
Worth, a Texas home rule municipality, acting by and througii its duly autho��ized City Manager,
("City"), and S.S.L�u�3 Coe,lS�ta-tpN dFT�tAS�1.r�e�. ,,
autlao�•ized to do business in Texas, acti�zg by and tlu-ough i�s duly autliorized representakive,
("Conh�actor"). Ciry and Cantz•actoz• nnay joizztly be z•efex�•ed to as Pai-�ies.
City a�d Cont�•acto�•, in consideration of tl�e mutual covenants hereinafter set forth, agree as follows:
Ar�ticle 1. WOI2I�
Contractor shall complete all Work as specified ar indicated in the Contract Documents foz• t��e
Project identified herein.
A��ticle 2. PR03�CT
The project for whic� fhe Wo��k under the Cont�•act Documents may be tl�e vvhole o�' anly a pai-i is
generally desc�'ibed as follows:
MrIRl'NE CREEK SANITt�RY SET3'ER PARAI LEL INTERCEPTOR h�f 279 � M 24SB PART .1
SLIPLINE
CITYPRDJECT No. 103497
At•�icle 3. CONTRACT PRIC�
City agrees to �ay Contractor for performance of the Work in accardance vs�ith the Con c�4 � ao �
Docun�ents an amount, in current funds, of _����,y'���y���"�''� N o ars � �
($�rGf� °� }. Cont�•act pz•ice rziay be adjusied by change orders duly authorized by
the Parties.
Az•ticle 4. CONTRACT TIM�
4.1
�'inal Acceptance.
The Wo��k shall 3�e com�lete foi� Fii�al Acceptance witl�in 15p days aftet' th.e date when tl�e
Contt-ac� Ti�i�e commences to run, as provided in Pa��agraph 2.02 of the General Conditians,
plus any extension the�•eof aliowed in accordance with Article 12 of the General Conc�itions.
4.2
Liquidated Damages
Contractor• recognizes that tir�re is af tlre esse�tce for cotz�pletion of Milestones, if any, and
to achieve �'uzal Acceptance of the Work and City and tl�e �ublic will suffer from lass of
�ise if the Work is �ot completed within the time(s) speciiied in Paragraph 4.1 above. The
Contractoz• also recaguizes the delays, expezase and diffict�Ities involved in pro�ing in a
�ega1 praceeding, the actual loss suffered hy the City if the Woz•k is atot connpleted o�i time.
Accordingly, instead of requiring any such �roof, Contractoi• agrees that as �iquidated
damages �ox• deIay (but not as a penalfy), Contractor shall pay City One Thousaucl T�vo
Hw�dred Fiffy Dollars ($1,250) for each day that expi�•es afkei• tl�e time speci�ed in
Pa��agraph 4.1 far rinal AccepYat�ce �ntil tt�e City issues the Final Letter of Acceptance,
CTTY OI� FORT WOlt1'f3 MA.RiN� CR�EK SS PA12T 1— M-245B SL[YLIIVL;
S'fANDARD CONSTRUCTION SPECLT�[CA'R'lON DOCUM[;NTS CITY PROdEC'CNo. 103497
Revised December 8, 2023
0� 52 43 - 2
Agreeine��t
Page ?. of 6
A�•#icle S. CONTRA.CT DOCUMENTS
5.1 CONTENTS:
A.Tlie Gantract Documeiits wl�ich comprise the enti��e agreement between Ciiy at�d
Cazztz�acto�• concerning ihe W ork car�sist of ihe following:
1. This Ag�•eezr�ezzt,
2, Attachments to this Ag�.•eezzaen.t:
a. Bid Form
1) P�•opasal rorm
2) Vendaz� Caznpliance to State Law Non-Reszdei�t Bidde�•
3) �requalification Staten�ent
4) State at�d Federal doc�menks (pr•oject specific)
b. Current Prevailing Wage Rate Table
c. Tnsiu�acice Certification Form (ACORD or ec�uivalent)
d. Payir�ent Bond
e. �'erforn�ance Band
f. Maintenance Bond
g. Power of Atto�z�ey for #he Bonds
h. Wo�•ker's Compensati�n Af�ida�it
i. MBE andlor �BE Utilization Foriil
3. Gene�-al Canditions.
4. Supplei�lentaty Conditions.
5. Specifications speci�cally z�aade a pax�k o£ tt�e Coz�t��act Docuinents by attaclunent or,
if na# atfached, as incoiporated by reference and described in. the Table af Contents
oitlze �'roject's Contract Documents.
6. D��awings.
7. Addenda.
8. Documeiitation subinitted by Coiitracfor �rior to Notice of Awazc�.
9. Tl�e following which may l�e delivered or issued after {he Effecti�ve Date of t�ie
.Fl.g�'ee��e��t aud, if issued, become an incorporated part of the Contract Documents:
a. Notice to Pi•oceed.
b. Field Ordcrs.
c. Change Oz•de�•s.
d. Letter of Final Acceptance.
Az•t�cle G. INDEMNII+'ICATION
6.l Co�ni�•acto� cove��a�zts and agrees ta iitdemnify, liold hae•mless and defend, at its o�vn
ex�ense, the city, its officers, servants anci e�nployees, fl�oz�a aa�d agai�ast a��y and aTl
clairns arising out of, or allegecl to arise out of, tlie �vorlc and services to be pe��fox�nxeci
�y the caa�tractor, its officex•s, agents, eanployees, st�bcontractors, Tice�ises or invitees
under this coutrac#. This inden�niiicatio�i provisio�� is s�eci#�caIip ia�te��c3ed to operate
a��d be effective evet� if it is aIle�,ed ot• �t•oven tliat nll or sorr�e of the dama�es beiu�
suu�ht were caused, in �v��ole o�• in part, �iy an,y act�oa�aisszoaf oz• xae�Ii�eaice of the city.
Tl�is indetnnity pra�ision is intea�cled to incliide, �vithout Iiiriitatian, incle�l�a�ity foz• cosks,
expe►ases a1ac� legal fees i��curx•ec� ��� tlxe ciiy i» c�efe�ic�ing against si�cl� ciaims anc� causes
of act'roris.
CITY OF POKT WORTf3 11�SARINF: CI�EEK SS PA12'I' ]-11�-295D SLII'LINE
S"i'ANDARD COI3S"fRUCTION SPECII'ICATIQN DOCUMEN`i'S CITY PROJEC"I' �1a. 103497
Revised DecemUer S, 2023
00 52 43 - 3
Agrcement
Pagc 3 of G
G.2 Co��tz•actar cavenasits and ag�•ees fo indemnify and l�old liarmless, at its o�vn exE�ensc,
tlie city, its of�'icers, sex�va��ts azid em��Ioyees, fro�n a�id against auy aaad aIl l�ss, c�amage
or destriicHon of �rope�•ty of the city, arisii�g out of, or alleged to arise ouf of, the tivorlc
and sek�vices to %e perfoi•med b�� t}ie coiitracta�•, its of�cers, agenEs, employees,
subconti•acfors, liceusees ar invitees uudea� �izis contracf. T��is indennaaif'xcatian x•ovisioai
is s ecificall zaite�icled fo o ez•ate auci be effective eve�i if if is allc ed oz� ��avez� fliat all
oz• some of tl�e damages bein� sou�ht tive�•e caused, in �vliole oi� in part, �y a»y act,
otnissron oi• zie�li�e�ice of the cify.
Article 7. MISC�LLANEOUS
7. � Tez•nras.
Terms used in this Agreement which are defined ii� At•ticle 1 oi the General Conditions will
lfa�ve ti�e meanings indicated in the General Conditions.
7.2 Assi�nntent of Contract.
This Agree�nent, including all of the Conta•act Doci�n-�ents may not Ue assigned by the
Cont��actor vwithout the ad�anced express written canseni of the City.
73 Successors anci Assigns.
City aud Contractor eac�i binds itselt', ifs partne��s, successaz's, assigns a�d legal
representatives to the other party he��eto, irz respect ta all covenants, agreeinents and
obligations contained in the Contract Docuenen�s.
7.4 SeverabiIity/Non-Wazve�• of Claizns.
Any �rovisian or part of the C�nt�'act Documents held to be ��nconstitutianal, void oz'
unenforceable by a court of competent jurisdiciioii sha�l be deemed st��icicen, and all
z'eznaining provisions shall continue to Ue vaIid and binding upon City and Contractor.
The failure of City or Contractor to insist upou the pe�•foz'maace of any te�in or provisian of
this Ag�'eetnent or to exercise any right granted herei�� sha�l not canstifute a waive�' of City's
a�• Contcactor's respective ►•ight to insist upon appsapriate performance or to assert any such
right on any futu�-e occasion.
7.5
Gaverning Law and Venue.
Tk�is A�z•eement, ancluding all of the Contract Documents is pei%rinable in the State of
T'exas. Venue sliall be Tatxat�t Cow�ty, Texas, or the United States District Court �'o�• the
Northern Dish�ict of Texas, Fort Wo�•tl� Division.
�
Autixoz•ity to Sign.
Cozzt�•acto�• s�ail attach evidence of authority to sign Agreement if signed by soz�neane other
than the d�21y a�tho�•ized sig�iatoiy of t[�e Con#ractoi•.
7.'1
Non-approp�'iatio:n of Funds.
In the event uo funds or insufficie��t fimds are app�•ap��iated by City in any fiscal perjod far
any paymeilts di�e herettnder, City will noti�y Vet�doi• of sucf� occut•�•e�ce az�d this Agi-eement
shall tez-ininat� on the Iast day of the fiscal period for which appropriations were z•eceived
withaut penaliy or ex�ense to Czty of a�iy kiud w�iatsoe�er, except as to the portions of tlae
payine3its her�in a��eed u��on for which fimds kiave been appr�opz'iated.
CiTY OE� I�ORT 1VORTH N1AR3lVF. CILL:IiK. SS PART 1— M-295B SI,CPLINE
STAt�IDARD COI�iST��UC'TION SP�CIFICA`I'ION bOCUM SNTS CITY Y1LOdECT No. 103497
Revisec! DeceiuUer 8, 2Q23
OD 52 43 - 4
Agrec�nent
F�age 4 of b
�
Prahihition On Contracts With Coinpanies Boycotting Ist�ael.
Cont�'acto�', uraless a sole �ro���ictoz', ackt�owledges that in accardancc with Chaptei- 2271 of
the Texas Government Code, if Contractor has 1Q oa• zno��e fiall time-eznployees and t17e
cont��act �alue is $100,000 or more, ihe City is pi-ohibited fr•om entering into a contract with
a co�npany fo�• goods c�r servzces �itzless the cont�•act contai3is a written verification fi-o�n the
company tltat it: (1) does no� boycott Israel; and (2} will �aot boycott Isz•ael du�-ing tlte tez-tn of
the contract. Ti�e tea�ns "f�oycott Israel" and "company" shall l�a�e the meanings ascribed to
those te��s in Section 808.001 of tite Texas Govertunent Code. By sigiiittg titis coutract,
Co�ifractor ce�•tiiies fi1Ri COilti'�1Cf01'�5 S1�IlatUZ'C �7t'0'Vl{�eS �VI'lE�0f1 'VCI'1�Caf1OXl to tk�e
City tliat if Ctiapter 2271, Texas Govern�neiit Cocle appiies, Contractoi: (1) does ��ot
�oycott �s��ael; aaxcl (2) �vili �xat l�oycot[ �sz•aeT c�uri»g tlie term of �ize conh•act,
7.9
Pi�ol�ibition on Boycofting Ene��gy Co�npanies.
Coniractar acknowIedges that in accardance with Cha�ter 2276 of the Texas Governinent
Code, the City is p�•ohibited fi•o�� ez�tering into a cont�-act for goods or services ihat has a
value of $100,000 or mor•e, whicfi will be paid wh.oIly az� partly fi�om public funds of the City,
with a company (witti 10 or more full-time employees) u�iless the contract contains a wt'ittcn
ve�•ification fiom tlze co�zapany tliat it: {1) does not boycott energy companies; and (2) will
not boycotf energy companies duEing the term of t�ae contz'act. Tkze te��xns "baycoti energy
company" and "company" have the i�ieaning ascribed to fliose tcrms by Chaptcr 227G of fl�e
Te�cas Gove��nu�ent Code. To tk�e extezat t��at Chapter 2276 of ttie Government Code is
a���licaUle fo this Agreement, by si�ni�yg this Agi•cement, Contr•actot• cez•ti�es t�at
Contractar's signature pi•ovicies wt•itten verificatioti #o the City tliat Cont��acto� :(1)
daes aaot baycoft enei•gy caanpanies; a�zd (2} rvi�l not boycott energy com�aiiies during
tEie term af tiiis Agt•ee�ne�if,
7.10 Pz-ohibition on Discrimi«aiion Against �irea�m and Anununifion Yndus#ries.
Confractar acicnovvledges tlxat e�cept as othe�•wise p��avided �y Ciiapte;� 2274 of tiie Texas
Governiuent Code, the City is pi•ol�ibited fron� entei•ing into a contract fot gaods o�- services
that has a val�ie of $100,000 or inorc which will l�e paid wliolly or partly fi�a�n �ublic funds
o� t�e Cify, v�+it�� a co�n}�any (witti 10 or i��ore fiill-ti�ne employees) unless the cont��ac[
contains a writ�en verification fi�am tl�e com�any that it: (1) does not have � pz•actice, poIicy,
guidance, or directi�e t1�at discriminates against a iirearm entity or firearm trade association;
and {2} will noi disc�•iminate duri�ag i��e te�•t�n of iiae cantz•act against a fi�•eann entity ar firearin
trade association. The tet�ns "disc���iiinate," "�1te31'lIl �Iltl�" 3I1(� "fireai-�n t�•ade association"
have the meaning ascribed to those ternis by Chapter 2274 of the Texas Governtnei�t
Code. To fhe extent tI�at Cl�aptez• 2274 0� tlxe Govez•n�nent Code is applicable to ttiis
A�ree»ient, �y si��ing tl►is Agreemenf, Contractar• certifies that Co«t�•actox�'s signature
pz•or�ides written vei•ification to the City tliat Contrac�aa•: (1) does not E�ave a�ractice,
�olicy, guidance, ox� di�•ective t1�at discx•zTai9�aa�es agaia�st a�x•earrt� entiiy ol• �i•earm
ft•ade association; aiid {2) wilI �iot disc��i�uinate against a fireai•m entity oa� �iz•ea��zn trade
assoczatiaa� du�•ing t�ie Eerm nf tl�is Ag��cemc�zt.
C1TY OF PORT �VORTH MARLNE CREEK S5 PART 1— M-245B SLIPL[NL^'.
S'1'ANDARD CONS"3'RUC'I'[Oid SP�CIPICATION BOCiJM�NTS CITY F'E20JIiC7' No. ]03497
Revised DeceaiUer $, 2023
00 52 43 - 5
Agreeme3it
Page 5 of G
7.I 1 Immigt•ation Naiionality Act.
Contracta�� shall vei•ify tkle ider►tity and employ�ne�tt eligibility o�its empIoyees who perfozn�
work undei' tllis Agi•eement, including completi��g the �mployment �ligibiiity Verification
Forin {I-9). LT�on request l�y City, Coi�tz�actar shall ��i�ovide Ciry with copics af all I-9 forms
and sup�atting eli�ibility documentation foz' each emplayee �rvho performs work under tla�s
Agreement. Conti-actor shall acihere to all k'ederaI atid State laws as well as establish
appropriate proceduz•es and cantt�oIs so tl�at no seivices will be ��erformed by a��y Contractor
eznployee wl�o is not Iegally eligible to perform s�ch seivices. CONTRACTOR SHALL
INDEMNIFY CYTY AND HOLD CITY HARMLESS FROM ANY P�NALTIES,
LIABILITi�S, OR LOSSES DUE TO VIOLAT�4NS OF THIS PARAGRAPH BY
CONTRACTOR, C4NTRACTOR'S �MPLOY�ES, SUBCONTRACTORS,
AG�NTS, OR LIC�NS��S. City, upon writteii noiice to Coilfractoz•, shall have tlte a'ight
to iraunediately terminate this Agi•eement for vialations of tl�is provisioz� 6y Ca�it�•actor..
7.12 No Thir•d-Party Beneficiaries.
T��is Agreen�ent gives ria rigi�ts �r benefits to anyone other than the Cify �nd tt�e Contractor
and the��e are no thud-�a�-ty be3�eficiaries.
7.13 No Cause of Action Against Engitieez'.
Contractor, its subcontractors at�d eq�ipn�ent and materials suppliers on the PRO]FCT oa� theu�
sureties, shall inaintaui no di��ect action against the Engineez', its officers, employecs, and
subcontractors, for any c�ainl ai-ising aut of, in connection witli, or resulting fi-om the engineering
seivices perforined. Only tt�e City will be the beueficiary of atry unde���aking b}� the Engineer,
Tlze presence oz• duties of the Engin�er',s �aez•sonnel at a const��ction site, w}�etl�e�• as on-site
representatives or othei�vvise, do i�ot iiiake the Enginee�• or zts personnel in any way
responsible for those dutfes ihat belong ta ttie City and/or the Ci�,y`s consfruction contractors
o�• ot��ex• en.tities, and do ►�ot relieve the canst���ctio:n confractors ar a��y other entity of thei�•
obligations, duties, and z'esponsibilities, inchiding, but nol iimiied fo, all construction
methods, means, technic�ues, sequences, and ��rocedures necessaty for coardinatic�g and
completing all portions ot't�ie ca�istructio�i work in accordance with tl�e Contract Docunients
and any ��eatth oz• safety precautions z•equix•ed by suc�z constructiai� work. The Engin.eer azid
its pe�sonnel have no al�tharity to exercise any coutral over any constt�ctioii cot�tractor or
other entiry or their employees i�i connectiaji with their work o�� any health o�- safety
precautions.
CITY OF PORT IVOEtTH MARTN� CREEK SS PART L— M-245B SLIPLT�IL
STANDAiLD CONSTRUC'i'EOIV SPECll�ICATION i70CUML�N'I'S CI7'Y Plt07FC'C No. ]03497
Re�vised UecemUer 8, 2023
005243 -6 Agreemenl
J >ngc 6 of6 IN WITNESS WHEREOF, City and Contractor have each executed thi s Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date").
Contractor:
(Printed Name)
.&�'t'tt M't��1m, Title '
Address
/lMs6'el,l . ?tkt.<, 7/,<, ,1City/State/Zip
CITY OF FORT WORTH
City of Fort Worth
By:
r� Fernando Costa Assistant City Manager
Date
Attest:
Sep 13, 2024
r1� Jannelle Goodall, City Secreta1y
(Seal)
M&C: 24-0677 Date: 08/13/2024
Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all perfo1mance and reporting requii0� '6o,J0¥1.
Liam Conlon
Project Manager, Water Depattment
Approved as to Form and Legality:
�
Douglas Black {Sep 13, 202414:29 CDT) Douglas W. Black Sr. Assistant City Attorney
APPROVAL RECOMMENDED: ChtirtotJhet ffat:d.et Christopher Hardtr (Sep 11, 202413:34 CDT) Christopher Harder, P .E. Director, Water Department
STANDARD CONSTRUCTION SPEC[[l!CATION DOCUM8NTS Revised December 8, 2023
MAlllNE CREEK SS PART I -M-245O SLTl'LlNE CITY PROJECT No. I 03497
Bond No. 190056531
00 61 13 - 1
PERFORMANCE BOND
Page 1 of2
1
2
3
4
5
6
7
SECTION 00 61 13
PERFORMANCE BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT
That we,
§
S.J. Louis Construction of Texas Ltd.
known as
8 "Principal" herein and Liberty Mutual Insurance Company , a corporate
9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as
10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a
11 municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal
12 sum of, Two Million Eiqht Hundred Ninety Three Thousand Six Hundred Fifty & 00/100 Dollars
13 ($2,893,650.00 ), lawful money of the United States, to be paid in Fort Worth,
14 Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselves,
15 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these
16 presents.
17 WIIEREAS, the Principal has entered into a certain written contract with the City awarded
18 the /3j�` day of /`�vs�- , 20 Z�I, which Contract is hereby referred to and made a part
19 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other
20 accessories defined by law, in the prosecution of the Work, including any Change Orders, as
21 provided for in said Contract designated as MARINE CREEK SANITARY SEWER
22 PARALLEL INTERCEPTOR M-279 & M-245B PART 1 SLIPLINE, CITY PROJECT NO
23 103497.
24 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
25 shall faithfully perfortn it obligations under the Contract and shall in all respects duly and faithfully
26 perform the Work, including Change Orders, under the Contract, according to the plans,
27 specifications, and contract documents therein referred to, and as well during any period of
28 extension of the Contract that may be granted on the part of the City, then this obligation shall be
29 and become null and void, otherwise to remain in full force and effect.
�
31
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
Tarrant County, Texas or the United States District Court for the Northern Dish-ict of Texas, Fort
32 Worth Division.
CITY OF FORT WORTH MARINE CREEK SS PART 1— M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 8, 2023
0061 13-2
PCRPORMANCE BOND
Page 2 of 2
1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
3 accordance with the provisions of said statue.
4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this
5 insh�ument by duly authorized agents and officers on this the �v�day of
6 , 202`�.
�
8
9
10
11
12
l3
14
15
l6
17
18
19
20
21
22
23
24
2$
26
27
28
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32
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35
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37
38
39
40
41
42
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44
ATTES .
(Princip ecretary
itness as to Principal
� � �, 4���ca��J1�
Witness as t irety
PRINCIPAL:
S.J. Louis Construc ion of Texas Ltd.
BY: --
Signahu•
� ii:�'1S l�7.0 � YI[TQZ'S_I��
Name and Title
Address: 520 South 6th Avenue
Mansfield. TX 76063
SURETY:
Liberty Mutual Insurance Company �JP4 aroR �'��y�
4T
� � � 19'12�� �
��� 1 � �l ' L � �- � � �
��� _. ,� �7"�—� '_ _ � vs �,q S�
�gi�ahue ����sq�,�us��da
) * 1-
Heather R. Goedtel, Attornev-in-Fact
Name and Title
Address: 8400 Normandale Lake Blvd., #1700
Bloominqton, MN 55437
Telephone Number: 763-302-7159
Email Address: 763-302-7200
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is diffei�ent fi-om its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITP OF FORT WORTH MARINE CREEK SS PrIRT 1— M-245B SLIPLWE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJ�CT Na. 103497
Revised December S, 2023
Bond No.190056531
00 61 14 - 1
PAYMENTBOND
Page 1 of 2
1
2
3
4
5
6
THE STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 61 14
PAYMENT BOND
§
§ KNOW ALL BY TAESE PRESENTS:
§
7 That we, S.J. Louis Construction of Texas Ltd. , known as
8 "Principal" herein, and Liberty Mutual Insurance Company , a
9 corporate surety (sureties), duly authorized to do business in the State of Texas, known as "Surety"
10 herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal
11 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the penal
Two Million Eight Hundred Ninety Three Thousand
12 sum of Six Hundred Fifty & 00/100 Dollars
13 ($ 2,893,650.00 ), lawful money of the United States, to be paid in Fort Worth,
14 Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves,
15
16
our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these
presents:
17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the
18 n f� day of /¢t/qvSi , 20 L�"t , which Contract is hereby referred to and made
19 a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor
20 and other accessories as defined by law, in the prosecution of the Work as provided for in said
21 Contract and designated as MARINE CREEK SAlvITARY SEWER PARALLEL
22 INTERCEPTOR M-279 & M-245B PART 1 SLIPLINE. CITY PROJECT NO. 103497.
23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
27 force and effect.
28
29
30
31
This bond is made and executed in compliance with the provisions of Chapter 2253 of the
Texas Government Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of said statute.
CITY OF FORT WORTH MARINE CREEK 3S PART 1— M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 8, 2023
006� ia-z
PAYMCNI' BOND
Page 2 of 2
I IN WITNESS WHEREOF, the Principal and Stu�ety have each SIGNED and SEALED
L
2 this instrument by dtily authorized agents and officers on this the �m day of
3 /S�tvS�' , 20 Z�( .
4
ATTEST:
(Principal) c tary
Wi ness as to Principal
5
6
7
8
9
10
11
12
ATTEST:
�.� .0 � l ��l (:�l����.-,q1)�iv
(Surety) ��# �C Witn ss
Witness
PRINCIPAL:
S.J. Louis Construction of Texas Ltd.
BY:
Sig ature
�i C.�as�.�C- �;�� �S,r�.►�
Name and Title
Address: 520 South 6th Avenue
Mansfield, TX 76063
SURETY:
Liberty Mutual Insurance Company
BY� � V � / l-- l
�g ature
Heather R. Goedtel, Attorney-in-Fact
Name and Title
Address: 8400 Normandale Lake Blvd., #1700
Bloomington, MN 55437
Telephone Number: 763-302-7159
Email Address: 763-302-7200
� 1NSUR
J P��aPo�joy�i�
� =1912� �
Y g y �
rd�9s'sACHUS� ,da
8/� * ��
Note: If signed by an officer of the Surety, there must be on file a certified exh�act fi•om the bylaws
showing that this person has authority to sign such obligation. If Surety's physical address is
different from its mailing address, both must be provided.
Tl�e date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
CITY OF FORT \�ORTH MAItINE CREEK SS PART 1— M-245B SLIPLINE
STAI�rDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJLCT A'o. 1034)7
Reviscd DecemUer 8, 2023
Bond No. 190056531
00 61 19 - 1
MAINTENANCE BOND
Page I of 3
1
2
3
4
5
6
7
8
THE STATE OF TEXAS
COUNTY OF TARRANT
That we
"Principal" herein and
SECTION 00 61 19
MAINTENANCE BOND
§
§ KNOW ALL BY THESE PRESENTS:
§
S.J. Louis Construction of Texas Ltd
Libertv Mutual Insurance Com
known as
a corporate surety
9 (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety"
10 herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal
11 corporation created ursuant to the laws of the State of Texas, known as "City" herein, in the sum
Two Million Ei�ht Hundred Ninety Three
12 of Thousand Six Hundred Fiftv & 00/100 Dollars ($2,893,650.00 ),
13 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment
14
15
16
of which sum well and truly be made unto the City and its successors, we bind ourselves, our heirs,
executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
17 WHEREAS, the Principal has entered into a certain written contract with the City awarded
18 the� day of �tr�Sb , 20Z�1, which Contract is hereby
19 referred to and a made part hereof for all purposes as if fully set forth herein, to fiu-nish all materials,
20 equipment labor and other accessories as defned by law, in the prosecution of the Work, including
21 any Work resulting from a duly authorized Change Order (collectively herein, the "Work") as
22 provided for in said contract and designated as MARINE CREEK SANITARY SEWER
23 PARALLEL INTERCEPTOR M-279 & M-245B PART 1 SLIPLINE. CITY PROJECT NO.
24 103497; and
25
26
27
28
29
30
31
32
33
WHEREAS, Principal binds itself to use such materials and to so construct the Work in
accordance with the plans, specifcations and Contract Documents that the Work is and will remain
free from defects in materials or workmanship for and during the period of two (2) years after the
date of Final Acceptance of the Work by the City ("Maintenance Period"); and
WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon
receiving notice from the City of the need therefor at any time within the Maintenance Period.
CITY OF FORT WORTH MARINE CREEK SS PART 1— M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 8, 2023
006119-2
MAINTENANCE BOND
Page 2 of 3
1
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3
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6
7
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19
NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy
any defective Work, for which timely notice was provided by City, to a completion satisfactory to
the City, then this obligation shall become null and void; otherwise to remain in full force and
effect.
PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
noticed defective Work, it is agreed that the City may cause any and all such defective Work to be
repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the
Surety under this Maintenance bond; and
PROVIDED FURTAER, that if any legal action be filed on this Bond, venue shall lie in
Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
Worth Division; and
PROVIDED FURTHER, that this obligation shall be continuous in nature and successive
recoveries may be had hereon for successive breaches.
CITY OF FORT WORTH MARINE CREEK SS PART 1— M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 8, 2023
0061 19-3
MAINTENANCE BOND
I'age 3 of' 3
1 IN WiTNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
2 instrument by duly authorized agents and officers on this the �o� f� day of L
3 , 20 Z�I .
4
5
6
7
8
9
10
11
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40
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42
ATTES •
(Principal) retary
itness as to Principal
ATTEST:
=%
�/
to S
PRINCIPAL:
S.J. Loui Co structi of Texas Ltd.
BY:
ignature
/ri�Q,m (,c,�n5�— Y�'[G J�/rSic��ii�
Name and Title
Address: 520 South 6th Avenue
Mansfield. TX 76063
SURETY:
Liberty Mutual Insurance Company ��NsuR
_ % j P`apP0/14�o�.�m
B�! I / , � F
1�.,1 ���'4� _l I. ��L s--t _ i '� 1912 �
—f � �--�— —�— ,- a „ o
Signahn�e Y 9S � �
'�,� Sq�Hus� da
8j� * �,a
Heather R. Goedtel, Attorney-in-Fact
Name and Title
Address: 8400 Normandale Lake Blvd., #1700
Bloominqton, MN 55437
Telephone Number: 763-302-7159
Email Address: 763-302-7200
i
*Note: If"signed by an officer of the Surety Company, there must be on file a certified extract
�om the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different fi-om its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH MARINE CREEK SS PART 1— M-245B SLIPLIN�
STANDARD CONSTRUCTION SPEGIF[CATION DOCUMENTS CITY PROJECT No. 103497
Revised DecemUer 8. 2023
Libert�
Mutual ,
SURETY
IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year first above written.
POWER OF ATTORNEY
This Power of Attorney limits the acts of those named herein, and they have no authority to
bind the Company except in the manner and to the extent herein stated.
Liberty Mutual Insurance Company
The Ohio Casualty Insurance Company
West American Insurance Company
KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organizetl under the laws of the State of New Hampshire, that
Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized
under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, tloes hereby name, constitute and appoint, Blake S.
E3ohlig; I3rian D. Carpenter, Charles Draper, Craig Olmstead; Lrik T. Gunkel; Haley Pflug; Headier R. Goedtel; Jessica Hecker; Kelly Nicole Gnghauser; Laurie Pflug;
Michelle Flalter, Michelle Ward; Nicole Lan�er, Sara Whitfield
all of the city of Bloomin�ton state of MN each intlivitlually if there be more than one named, its true and lawful attorney-in-fact to make,
execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance
of these presents antl shall be as binding upon the Companies as if they have been duly signetl by the president and attested by the secretary of the Companies in their own proper
persons.
IN WITNESS WHEREOF, this Power of Attorney has been subscribetl by an authorizetl officer or official of the Companies and the corporate seals of the Companies have been affixed
thereto this 25th tlay of June , 2024 .
N
N
N
C
N
� State of PENNSYLVANIA
� County of MONTGOMERY
Liberty Mutual Insurance Company
��Ns�R �t� iNs� � 1NSU/�q The Ohio Casualty Insurance Company
jP�oaPOR4rFo2nm �`�2�oaPO�rFo'9y� �P2oaPORsroti� WestAmericanlnsuranceCompany
� 1912 � 0 1919 � � 1991 � �/�
�d'ss .�'Cy 3 y yFq- �-" y'� a 3 j l�'..
�g 4CHU5 da �� tiAMPs� aa `(s �NOIANP' ,da B �vf� � �
i> *�.� H1 ,r �,� dM *�� y'
David M. Carey, Assistant Secretary
o� I On this 25th tlay of June , 2024 before me personally appeared Davitl M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance
` ca Company, The Ohio Casualty Company, antl West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes
�� therein contained by signing on behalf of the corporations by himself as a duly authorized officer.
a� �6
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/�.; s,,�r�v:irn � CommonweallhofPennsylvania-NotarySeal
4J o c� � Teresa Pastella, Notary Public
� '' ° � y Montgomery Counry
± �F My commission expires March 28, 2025 y
\ �;�� :7 Commissian number 1126044 B
>�' : ;.� Member, Pennsylvania Association of Notanes
_ �r/ i './..
Certificate No: 821 2026-1 9 0 003
/ //
/i
This Power of Attorney is matle antl executed pursuant to and by authoriry of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual
Insurance Company, antl West American Insurance Company which resolutions are now in full force and effect reading as follows:
ARTICLE IV—OFFICERS: Section 12. PowerofAttorney.
Any officer or other official of the Corporation authorizetl for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the
President may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and tleliver as surety
any and all undertakings, bontls, recognizances antl other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall
have full power to bind the Corporation by lheir signalure and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such
instruments shall be as binding as if signed by the President antl attested to by the Secretary. Any power or authority granted to any representative or altorney-in-fact under the
provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authoriry.
ARTICLE XIII — Execution of Contracts: Section 5. Surety Bonds and Undertakings.
Any officer of the Company authorized for that purpose in writing by the chairman or the president, antl subject to such limitations as the chairman or the president may prescribe,
shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowletlge and tleliver as surety any and all undertakings,
bonds, recognizances and olher surety obligations. Such attorneys-in-fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind Ihe
Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executetl such inslruments shall be as binding as if
signetl by the president and attestetl by the secretary.
Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys-in-
fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and tleliver as surety any and all undertakings, bonds, recognizances and other surety
obligations.
Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the
Company, wherever appearing upon a certified copy of any power of atlorney issued by the Company in connection with surety bontls, shall be valid antl bintling upon the Company with
the same force and effect as though manually affixed.
I, Renee C. Llewellyn, the untlersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do
hereby cerfify that the original power of atlorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by saitl Companies, is in full force and effect and
has not been revoked.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 26th day of Au u�st , 2024.
� 1NSUR �,�(Y INSp 1NSUR
J�GORPO�TOq7r�t� �Je°oaPo�l�oqy� \UP2pµao�To'i•Ci /�
� � i�� .�
� 1912 � o y 1919 � 0 6 1991 0 �,Gy�.
d�9sS4CHU`+��.da y� �NAMPsa� a `( �NDIANP a� B�l:
p�� **� ,,Hl *�a s�,M **�a Renee C. Llewellyn, Assistant Secretary
*
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LMS-12873 LMIC OCIC WAIC Mulli Co 02/21
,
� js '
C�� ' �`
��;_ - �� Starr
Indemnity & Liability Company
Dallas, TX 1-866-519-2522
AMENDMENT- NOTICE OF CANCELLATION
FOR THIRD PARTIES
POIICy NUITIb@I': 1000198556231 Effective Date: 11/1/2023 at 12:01 A.M.
Named Insured:s.�. �ouis construction, in�.
This endorsement modifies the insurance coverage form(s) listed below that have been purchased by you and
evidenced as such on the Declarations page. Please read the endorsement and respective policy(ies) carefully.
Auto Dealers Coverage Form, Business Auto Coverage Form, Business Auto Physical Damage
Coverage Form, Commercial General Liability Coverage Form, Contractor's Pollution Liability
Coverage Form, Electronic Data Liability Coverage Form, Excess Liability Policy Form, Garage
Coverage Form, Liquor Liability Coverage Form, Motor Carrier Coverage Form, Owners And
Contractors Protective Liability Coverage Form-Coverage For Operations Of Designated
Contractor, Pollution Liability Coverage Form Designated Sites, Products/Completed Operations
Liability Coverage Form, Product Withdrawal Coverage Form, Professional Liability Coverage
Form, Railroad Protective Liability Coverage Form, Site Pollution Liability Coverage Form, Special
Protective And Highway Liability Policy-New York Department Of Transportation, Truckers
Coverage Form, Underground Storage Tank Policy Designated Tanks.
It is agreed that in the event the "Insure�" cancels the policy for any reason other than non-payment of premium,
the "First Named Insured" must, within five (5) days of receiving the notice of cancellation, provide the "Insurer",
either directly or through the retail broker, with a written list of certificate holder(s) ("Schedule") that the "First
Named Insured" is contractually obligated to notify in the event that the policy is cancelled. The "Schedule" must
specify the name and current email address of a contact for each certificate holder.
The "Insurer" will endeavor to provide thirty (30) days' notice of cancellation to the certificate holder(s) listed in the
"Schedule" by email. The "Insurer" agrees to provide such notice of cancellation at a rate of $10 per notified
certificate holder up to a maximum of $25,000 for this policy.
This notification of a pending cancellation of coverage is intended as a courtesy only. The "Insurer's" failure to
provide such notice will neither extend the policy cancellation nor negate cancellation of the policy; nor will this
failure result in obligation or liability of any kind upon the "Insurer", its agents or representatives.
This endorsement does not affect, in any way, coverage provided under this policy, the cancellation of this policy
or the effective date of cancellation.
The following definitions apply to this endorsement:
1. "First Named Insured" means the named insured shown in the Declarations Page of this policy.
2. "Insurer" means the insurance company shown in the header on the Declarations Page of this policy.
3. "Schedule" means the written list of certificate holder(s).
All other terms and conditions of this Policy remain unchanged.
Manuscript Page �I of 1
Copyright O Starr Indemnity & Liability Company. All rights reserved.
Includes copyrighted material of ISO Properties, Inc., used with its permission.
����
�{� - --.� Starr
-�,Y�
Indemnity & Liability Company
Dallas, TX 1-866-519-2522
AMENDMENT - NOTICE OF CANCELLATION
FOR THIRD PARTIES
Policy Number: �000o2558a2s� Effective Date: 11/1/2023 at 12:01 A.M.
Named Insured:S.J. Louis Construction, inc.
This endorsement modifies the insurance coverage form(s) listed below that have been purchased by you and
evidenced as such on the Declarations page. Please read the endorsement and respective policy(ies) carefully.
Auto Dealers Coverage Form, Business Auto Coverage Form, Business Auto Physical Damage
Coverage Form, Commercial General Liability Coverage Form, Contractor's Pollution Liability
Coverage Form, Electronic Data Liability Coverage Form, Excess Liability Policy Form, Garage
Coverage Form, Liquor Liability Coverage Form, Motor Carrier Coverage Form, Owners And
Contractors Protective Liability Coverage Form-Coverage For Operations Of Designated
Contractor, Pollution Liability Coverage Form Designated Sites, Products/Completed Operations
Liability Coverage Form, Product Withdrawal Coverage Form, Professional Liability Coverage
Form, Railroad Protective Liability Coverage Form, Site Pollution Liability Coverage Form, Special
Protective And Highway Liability Policy-New York Department Of Transportation, Truckers
Coverage Form, Underground Storage Tank Policy Designated Tanks.
It is agreed that in the event the "Insurer" cancels the policy for any reason other than non-payment of premium,
the "First Named Insured" must, within five (5) days of receiving the notice of cancellation, provide the "Insurer",
either directly or through the retail broker, with a written list of certificate holder(s) ("Schedule") that the "First
Named Insured" is contractually obligated to notify in the event that the policy is cancelled. The "Schedule" must
specify the name and current email address of a contact for each certificate holder.
The "Insurer" will endeavor to provide thirty (30) days' notice of cancellation to the certificate holder(s) listed in the
"Schedule" by email. The "Insurer" agrees to provide such notice of cancellation at a rate of $10 per notified
certificate holder up to a maximum of $25,000 for this policy.
This notification of a pending cancellation of coverage is intended as a courtesy only. The "Insurer's" failure to
provide such notice will neither extend the policy cancellation nor negate cancellation of the policy; nor will this
failure result in obligation or liability of any kind upon the "Insurer", its agents or representatives.
This endorsement does not affect, in any way, coverage provided under this policy, the cancellation of this policy
or the effective date of cancellation.
The following definitions apply to this endorsement:
1. "First Named Insured" means the named insured shown in the Declarations Page of this policy.
2. "Insurer" means the insurance company shown in the header on the Declarations Page of this policy.
3. "Schedule" means the written list of certificate holder(s).
All other terms and conditions of this Policy remain unchanged.
Manuscript Page 1 of 1
CopyrightOStarrindemnity&LiabilityCompany. Allrightsreserved.
Includes copyrighted material of ISO Properties, Inc., used with its permission.
1
Starr Indemnity & Liability Company
Dallas, TX 1-866-519-2522 A Member of Starr Companies
WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 06 18
(Ed. 4-15)
AMENDMENT — 30 DAY NOTICE OF CANCELLATION FOR THIRD PARTIES
We agree to give thirty (30) days' notice of cancellation to the following certificate holder(s) in the event that
we cancel the policy for any reason other than non-payment of premium:
SCHEDULE
PER LIST OF CERTIFICATE HOLDERS PROVIDED BY YOU
We will endeavor to provide advice of cancellation (the "Advice") to the certificate holders listed in the schedule
by e-mail. Certificate holders include only those entities for which thirty (30) days' notice of cancellation is
required by an "insured contract" but only with respect to an entity for which you are directly or indirectly
performing yourwork.
This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to
provide such Advice will neither extend the policy cancellation nor negate cancellation of the policy; nor will
such failure result in obligation or liability of any kind upon us, our agents or representatives.
This endorsement does not affect, in any way, coverage provided under this policy, the cancellation of this
policy or the effective date of cancellation.
This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated.
(The information below is required onlywhen this endorsement is issued subsequent to preparation of the policy.)
EFFECTIVE DATE: 11/1/2023
Insured: S.J. Louis Construction, Inc.
PolicyNo.:1000003044 EndorsementNo.:
Premium:
Insurance Company: Starr Indemnity and Liability Company Countersigned by:
WC 99 06 18
(Ed. 4-15) Copyright O Starr Indemnity & Liability Cornpany. All rights reserved.
Page 1 of 1
00 61 25 - 1
CERTIFICATE OF INSURANCE
Page 1 of 1
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
SECTION 00 61 25 1
CERTIFICATE OF INSURANCE 2
3
4
5
[Assembler: For Contract Document execution, remove this page and replace with standard 6
ACORD Certificate of Insurance form.] 7
8
9
10
11
12
13
14
15
16
17
18
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20
21
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END OF SECTION 24
STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Page
Article 10 - Changes in the Work; Claims; Extra Work
10.01 Authorized Changes in the Work ...............
10.02 Unauthorized Changes in the Work ...........
10.03 Execution of Change Orders ......................
10.04 Extra Work .................................................
10.05 Notification to Surety .................................
10.06 Contract Claims Process ............................
................
................
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Article 11 - Cost of the Wark; Allowances; Unit Price Work; Plans Quantity Measurement......
11.01 Cost ofthe Work ........................................................................................................
11.02 Allowances .................................................................................................................
11.03 Unit Price Work .........................................................................................................
11.04 Plans Quantity Measurement .....................................................................................
Article 12 - Change of Contract Price; Change of Contract Time .................................
12.01 Change of Contract Price ............................................................................
12.02 Change of Contract Time ............................................................................
12.03 Delays ..........................................................................................................
Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work
13.01 Notice of Defects .................................................................................................
13.02 Access to Work ....................................................................................................
13.03 Tests and Inspections ...........................................................................................
13.04 Uncovering Work .................................................................................................
13.05 City May Stop the Work ......................................................................................
13.06 Correction or Removal of Defective Work .........................................................
13.07 Correction Period .................................................................................................
13.08 Acceptance of Defective Work ............................................................................
13.09 City May Correct Defective Work ......................................................................
Article 14 - Payments to Contractor and Completion .......................................
14.01 Schedule of Values .........................................................................
14.02 Progress Payments .........................................................................
14.03 Contractor's Warranty of Title ......................................................
14.04 Partial Utilization ...........................................................................
14.05 FinalInspection ..............................................................................
14.06 Final Acceptance ............................................................................
14.07 Final Payment .................................................................................
14.08 Final Completion Delayed and Partial Retainage Release ...........,
14.09 Waiver of Claims ...........................................................................
Article 15 - Suspension of Work and Termination ......................................
15.01 City May Suspend Work ...........................................................
15.02 City May Terminate for Cause .................................................
15.03 City May Terminate For Convenience .....................................
Article 16 - Dispute Resolution .........
16.01 Methods and Procedures
..............
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61
61
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 3/08/2024
Article 17 — Miscellaneous ..........................
17.01 Giving Notice ..........................
17.02 Computation of Times ............
17.03 Cumulative Remedies .............
17.04 Survival of Obligations ...........
17.05 Headings ..................................
...............
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.......... 63
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 3/08/2024
ARTICLE 1 – DEFINITIONS AND TERMINOLOGY
Defined Terms
Addenda—
Agreement—
Application for Payment—
Asbestos—
Award
Bid—
Bidder—
Bidding Documents—
Bidding Requirements—
Business Day –
Calendar Day
Change Order—
City—
City Attorney
City Council
City Manager
Contract Claim—
Contract—
Contract Documents—
Contract Price—
Contract Time—
Contractor—
Cost of the Work—
Damage Claims –
Day
Director of Aviation
Director of Parks and Community Services
.
Director of Planning and Development –
Director of Transportation Public Works
Director of Water Department
Drawings—
Effective Date of the Agreement—
Engineer—
Extra Work –
Field Order —
Final Acceptance –
Final Inspection –
General Requirements—
Hazardous Environmental Condition—
Hazardous Waste—
Laws and Regulations—
Liens—
Major Item –
Milestone—
Notice of Award—
Notice to Proceed—
PCBs—
Petroleum—
Plans –
Project Schedule—
Project—
Project Manager—
Public Meeting –
Radioactive Material—
Regular Working Hours –
Samples—
Schedule of Submittals—
Schedule of Values—
Site—
Specifications—
Subcontractor—
Submittals—
Substantial Completion
64. Successful Bidder—
Superintendent –
Supplementary Conditions—
Supplier—
Underground Facilities—
Unit Price Work—
Weekend Working Hours –
Work—
Working Day
Terminology
Intent of Certain Terms or Adjectives:
Defective:
Furnish, Install, Perform, Provide:
ARTICLE 2 – PRELIMINARY MATTERS
Copies of Documents
Commencement of Contract Time; Notice to Proceed
Starting the Work
Before Starting Construction
Baseline Schedules:
Preconstruction Conference
Public Meeting
Initial Acceptance of Schedules
ARTICLE 3 – CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE
Intent
Reference Standards
Reporting and Resolving Discrepancies
Reporting Discrepancies:
Contractor’s Review of Contract Documents Before Starting Work
Contractor’s Review of Contract Documents During Performance of Work
Resolving Discrepancies:
Amending and Supplementing Contract Documents
Reuse of Documents
Electronic Data
ARTICLE 4 – AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS
Availability of Lands
Subsurface and Physical Conditions
Reports and Drawings:
Limited Reliance by Contractor on Technical Data Authorized:
Differing Subsurface or Physical Conditions
Notice:
Possible Price and Time Adjustments
Underground Facilities
Shown or Indicated:
Not Shown or Indicated:
Reference Points
Hazardous Environmental Condition at Site
Reports and Drawings:
Limited Reliance by Contractor on Technical Data Authorized:
To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous
Environmental Condition created by Contractor or by anyone for whom Contractor is responsible.
Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity
from and against the consequences of that individual’s or entity’s own negligence.
ARTICLE 5 – BONDS AND INSURANCE
Licensed Sureties and Insurers
Performance, Payment, and Maintenance Bonds
Certificates of Insurance
00�2oo-i
GENERAL CONDITIONS
Page 17 of 63
2. The Contractor's general liability insurance shall include a, "per project" or "per location",
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured,
be complete in its entirety, and show complete insurance carrier names as listed in the current
A.M. Best Property & Casualty Guide
4. The insurers far all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers' compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in the Supplementary
Conditions
6. Failure of the City to demand such certificates or other evidence of full compliance with the
insurance requirements or failure of the City to identify a deficiency from evidence that is
provided shall not be construed as a waiver of Contractor's obligation to maintain such lines
of insurance coverage.
7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
9. Policies shall have no exclusions by endarsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance coverage,
and the City desires the contractor/engineer to obtain such coverage, the contract price shall
be adjusted by the cost of the premium for such additional coverage plus 10%.
10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 3/08/2024
Contractor’s Insurance
Workers Compensation and Employers’ Liability.
Commercial General Liability.
Automobile Liability.
Railroad Protective Liability.
Notification of Policy Cancellation:
Acceptance of Bonds and Insurance; Option to Replace
ARTICLE 6 – CONTRACTOR’S RESPONSIBILITIES
Supervision and Superintendence
Labor; Working Hours
Services, Materials, and Equipment
Project Schedule
Substitutes and “Or-Equals”
“Or-Equal” Items:
Substitute Items:
Substitute Construction Methods or Procedures:
City’s Evaluation:
Special Guarantee:
Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out of
the use of substituted materials or equipment.
City’s Cost Reimbursement
Contractor’s Expense
City Substitute Reimbursement
Time Extensions
Concerning Subcontractors, Suppliers, and Others
Minority and Women Business Enterprise Compliance:
Wage Rates
Duty to pay Prevailing Wage Rates.
Penalty for Violation.
Complaints of Violations and City Determination of Good Cause.
Arbitration Required if Violation Not Resolved.
Records to be Maintained.
Affadavit.
Posting of Wage Rates
Subcontractor Compliance
Patent Fees and Royalties
To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
Permits and Utilities
Contractor obtained permits and licenses.
City obtained permits and licenses.
Outstanding permits and licenses.
Laws and Regulations
Taxes
Use of Site and Other Areas
Limitation on Use of Site and Other Areas:
Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or action,
legal or equitable, brought by any such owner or occupant against City.
Removal of Debris During Performance of the Work:
Site Maintenance Cleaning:
Final Site Cleaning:
Loading Structures:
Record Documents
Safety and Protection
Safety Representative
Hazard Communication Programs
Emergencies and/or Rectification
Submittals
City’s Review:
Continuing the Work
Contractor’s General Warranty and Guarantee
Indemnification
Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the City, its officers, servants and employees, from and against any and all claims
arising out of, or alleged to arise out of, the work and services to be performed by the
Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this
Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO
OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL
OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN
PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity
provision is intended to include, without limitation, indemnity for costs, expenses and legal
fees incurred by the City in defending against such claims and causes of actions.
Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City,
its officers, servants and employees, from and against any and all loss, damage or destruction
of property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or
invitees under this Contract. THIS INDEMNIFICATION PROVISION IS
SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS
ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT
WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR
NEGLIGENCE OF THE CITY.
Delegation of Professional Design Services
Right to Audit
Nondiscrimination
Title VI, Civil Rights Act of 1964 as amended:
ARTICLE 7 – OTHER WORK AT THE SITE
Related Work at Site
Coordination
ARTICLE 8 – CITY’S RESPONSIBILITIES
Communications to Contractor
Furnish Data
Pay When Due
Lands and Easements; Reports and Tests
Change Orders
Inspections, Tests, andApprovals
Limitations on City’s Responsibilities
Undisclosed Hazardous Environmental Condition
Compliance with Safety Program
ARTICLE 9 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION
City’s Project Manager
Visits to Site
Authorized Variations in Work
Rejecting Defective Work
Determinations for Work Performed
Decisions onRequirements of Contract Documents and Acceptability of Work
ARTICLE 10 – CHANGES IN THE WORK; CLAIMS; EXTRA WORK
Authorized Changes in the Work
Unauthorized Changes in the Work
Execution of Change Orders
Extra Work
Notification to Surety
Contract Claims Process
City’s Decision Required
Notice:
City’s Action
ARTICLE 11 – COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS
QUANTITY MEASUREMENT
Cost of the Work
Costs Included:
00�2oo-i
GENERAL CONDITIONS
Page 42 of 63
4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If
required by City, Contractar shall obtain competitive bids from subcontractors acceptable to
City and Contractor and shall deliver such bids to City, who will then determine, which bids,
if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on
the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall
be determined in the same manner as Contractor's Cost of the Work and fee as provided in
this Paragraph 11.01.
5. Costs of special consultants (including but not limited to engineers, architects, testing
laboratories, surveyors, attorneys, and accountants) employed for services specifically related
to the Work.
6. Supplemental costs including the following:
a. The proportion of necessary transportation, travel, and subsistence expenses of
Contractor's employees incurred in discharge of duties connected with the Work.
b. Cost, including transportation and maintenance, of all materials, supplies, equipment,
machinery, appliances, office, and temporary facilities at the Site, and hand tools not
owned by the workers, which are consumed in the performance of the Work, and cost, less
market value, of such items used but not consumed which remain the property of
Contractor.
c. Sales, consumer, use, and other similar taxes related to the Work, and for which
Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and
Regulations.
d. Deposits lost for causes other than negligence of Contractor, any Subcontractar, or
anyone directly or indirectly employed by any of them or for whose acts any of them may
be liable, and royalty payments and fees for permits and licenses.
e. Losses and damages (and related expenses) caused by damage to the Work, not
compensated by insurance or otherwise, sustained by Contractor in connection with the
performance of the Work, provided such losses and damages have resulted from causes
other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly
employed by any of them or for whose acts any of them may be liable. Such losses shall
include settlements made with the written consent and approval of City. No such losses,
damages, and expenses shall be included in the Cost of the Work for the purpose of
determining Contractor's fee.
f. The cost of utilities, fuel, and sanitary facilities at the Site.
g. Minor expenses such as telegrams, long distance telephone calls, telephone and
communication services at the Site, express and courier services, and similar petty cash
items in connection with the Work.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 3/08/2024
Costs Excluded:
Contractor’s Fee:
Documentation:
Allowances
Specified Allowance:
Pre-bid Allowances:
Contingency Allowance:
Unit Price Work
Increased or Decreased Quantities:
Plans Quantity Measurement
ARTICLE 12 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
Change of Contract Price
Contractor’s Fee:
Change of Contract Time
Delays
ARTICLE 13 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
Notice of Defects
Access to Work
Tests and Inspections
Uncovering Work
City May Stop the Work
Correction or Removal of Defective Work
Correction Period
Acceptance of Defective Work
City May Correct Defective Work
ARTICLE 14 – PAYMENTS TO CONTRACTOR AND COMPLETION
Schedule of Values
Progress Payments
Applications for Payments:
Review of Applications:
Retainage:
Liquidated Damages
Payment:
Reduction in Payment:
Contractor’s Warranty of Title
Partial Utilization
Final Inspection
Final Acceptance
Final Payment
Application for Payment:
Payment Becomes Due:
Final Completion Delayed and Partial Retainage Release
Partial Retainage Release
Waiver of Claims
ARTICLE 15 – SUSPENSION OF WORK AND TERMINATION
City May Suspend Work
City May Terminate for Cause
00�2oo-i
GENERAL CONDITIONS
Page 59 of 63
obligations, then City, without process or action at law, may take over any portion of the
Work and complete it as described below.
a. If City completes the Work, City may exclude Contractar and Surety from the site and
take possession of the Work, and all materials and equipment incorporated into the Work
stored at the Site or for which City has paid Contractor or Surety but which are stored
elsewhere, and finish the Wark as City may deem expedient.
3. Whether City or Surety completes the Work, Contractar shall not be entitled to receive any
further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds
all claims, costs, losses and damages sustained by City arising out of or resulting from
completing the Wark, such excess will be paid to Contractor. If such claims, costs, losses and
damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims,
costs, losses and damages incurred by City will be incorporated in a Change Order, provided
that when exercising any rights or remedies under this Paragraph, City shall not be required to
obtain the lowest price for the Work performed.
4. Neither City, nor any of its respective consultants, agents, officers, directors or employees
shall be in any way liable or accountable to Contractor or Surety for the method by which the
completion of the said Work, or any portion thereof, may be accomplished or for the price paid
therefor.
5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right
to recover damages from Contractar or Surety for Contractor's failure to timely complete the
entire Contract. Contractar shall not be entitled to any claim on account of the method used
by City in completing the Contract.
6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as
provided for in the bond requirements of the Contract Documents or any special guarantees
provided for under the Contract Documents or any other obligations otherwise prescribed by
law.
C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor
begins within seven days of receipt of notice of intent to terminate to correct its failure to perform
and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice.
D. Where Contractor's services have been so terminated by City, the termination will not affect any
rights or remedies of City against Contractar then existing or which may thereafter accrue. Any
retention or payment of moneys due Contractor by City will not release Contractor from liability.
E. If and to the extent that Contractor has provided a performance bond under the provisions of
Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this
Article.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 3/08/2024
City May Terminate For Convenience
ARTICLE 16 – DISPUTE RESOLUTION
Methods and Procedures
ARTICLE 17 – MISCELLANEOUS
Giving Notice
Computation of Times
Cumulative Remedies
Survival of Obligations
Headings
00 73 00
SUPPLEMENTARY CONDITIONS
Page 1 of 6
CITY OF FORT WORTH MARINE CREEK SS PART 1 M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 8, 2024
SECTION 00 73 00
SUPPLEMENTARY CONDITIONS
TO
GENERAL CONDITIONS
Supplementary Conditions
These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other
provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are
modified or supplemented remain in full force and effect as so modified or supplemented. All provisions
of the General Conditions which are not so modified or supplemented remain in full force and effect.
Defined Terms
The terms used in these Supplementary Conditions which are defined in the General Conditions have the
meaning assigned to them in the General Conditions, unless specifically noted herein.
Modifications and Supplements
The following are instructions that modify or supplement specific paragraphs in the General Conditions and
other Contract Documents.
SC-
Plans govern over Specifications.
SC-4.01A
Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding.
Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the
Contract Drawings.
SC-4.01A.1.
The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of
MAY 2024
Outstanding Right-Of-Way, and/or Easements to Be Acquired
PARCEL
NUMBER
OWNER TARGET DATE
OF POSSESSION
None
The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and
do not bind the City.
If Contractor considers the final easements provided to differ materially from the representations on the
Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work,
notify City in writing associated with the differing easement line locations.
00 73 00
SUPPLEMENTARY CONDITIONS
Page 2 of 6
CITY OF FORT WORTH MARINE CREEK SS PART 1 M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 8, 2024
SC-
Utilities or obstructions to be removed, adjusted, and/or relocated
The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated
as of MAY 2024
EXPECTED
OWNER
UTILITY AND LOCATION TARGET DATE OF
ADJUSTMENT
None
The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
and do not bind the City.
SC-4.02A.
The following are reports of explorations and tests of subsurface conditions at the site of the Work:
The following are drawings of physical conditions in or relating to existing surface and subsurface
structures (except Underground Facilities) which are at or contiguous to the site of the Work:
None
SC-4.06A.
The following are reports and drawings of existing hazardous environmental conditions known to the City:
None
SC-5.03A.
The entities listed below are "additional insureds as their interest may appear" including their respective
officers, directors, agents and employees.
(1) City
(2) Consultant: Kimley-Horn and Associates, Inc.
(3) Other: Burlington Northern and Santa Fe Railway (BNSF), Union Pacific Railroad (UPRR),
Trinity Metro (Tex Rail)
SC-5.04A.
The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following
coverages for not less than the following amounts or greater where required by laws and regulations:
5.04A. Workers' Compensation, under Paragraph GC-5.04A.
Statutory limits
Employer's liability
$100,000 each accident/occurrence
$100,000 Disease - each employee
$500,000 Disease - policy limit
00 73 00
SUPPLEMENTARY CONDITIONS
Page 3 of 6
CITY OF FORT WORTH MARINE CREEK SS PART 1 M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 8, 2024
SC-5.04B.
5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance
under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with
minimum limits of:
$1,000,000 each occurrence
$2,000,000 aggregate limit
The policy must have an endorsement (Amendment Aggregate Limits of Insurance) making the
General Aggregate Limits apply separately to each job site.
Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance.
SC 5.04C.
5.04C. Automobile Liability, under Paragraph GC-5.04C.
Paragraph GC-5.04C., which shall be in an amount not less than the following amounts:
(1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto",
defined as autos owned, hired and non-owned.
$1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at
least:
$250,000 Bodily Injury per person /
$500,000 Bodily Injury per accident /
$100,000 Property Damage
SC-5.04D.
onstruction activities will require its employees, agents, subcontractors, equipment, and
material deliveries to cross railroad properties and tracks owned and operated by Burlington Northern and
Santa Fe Railway (BNSF), Union Pacific Railroad (UPRR), and Trinity Metro .
The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with,
hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains
or other property.
Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute
the right-of-entry (if any) required by a railroad company. The requirements specified herein likewise relate
properties.
The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide
coverage for not less than the following amounts, issued by companies satisfactory to the City and to the
Railroad Company for a term that conti
occupy, or touch railroad property:
A. Commercial General Liability Insurance:
(1) General Aggregate: $10,000,000
(2) Each Occurrence: $5,000,000
00 73 00
SUPPLEMENTARY CONDITIONS
Page 4 of 6
CITY OF FORT WORTH MARINE CREEK SS PART 1 M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 8, 2024
B. Business Automobile Coverage Insurance:
(1) Each Accident: $2,000,000
C.
(1) Each Accident: $1,000,000
(2) Disease Policy Limit for each Employee: $1,000,000
D. Environmental Liability Insurance:
(1) Annual Aggregate: $4,000,000
(2) Per Loss: $2,000,000
E. Railroad Protective Liability Insurance:
(1) General Aggregate: $10,000,000
(2) Each Occurrence: $5,000,000
X Required for this Contract Not required for this Contract
With respect to the above outlined insurance requirements, the following shall govern:
1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in
the name of the railroad company. However, if more than one grade separation or at-grade crossing
is affected by the Project at entirely separate locations on the line or lines of the same railroad
company, separate coverage may be required, each in the amount stated above.
2. Where more than one railroad company is operating on the same right-of-way or where several
railroad companies are involved and operated on their own separate rights-of-way, the Contractor
may be required to provide separate insurance policies in the name of each railroad company.
3. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a
-of-way at a location entirely separate from the grade separation or at-grade
crossing, insurance coverage for this work must be included in the policy covering the grade
separation.
4. -of-way,
all such other work may be covered in a single policy for that railroad, even though the work may
be at two or more separate locations.
commenced until the Contractor has furnished the City with an original policy or policies of the insurance
for each railroad company named, as required above. All such insurance must be approved by the City and
each affected Railroad Company
The insurance specified above must be carried until all Work to be performed on the railroad right-of-way
has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition,
insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way.
Such insurance must name the railroad company as the insured, together with any tenant or lessee of the
railroad company operating over tracks involved in the Project.
00 73 00
SUPPLEMENTARY CONDITIONS
Page 5 of 6
CITY OF FORT WORTH MARINE CREEK SS PART 1 M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 8, 2024
SC-
Project schedule shall be tier 4 for the project.
SC-6.07 A..
The following is the prevailing wage rate table(s) applicable to this project and is provided in the
Appendixes:
2013 Prevailing Wage Rates (Heavy and Highway Construction Projects)
2013 Prevailing Wage Rates (Commercial Construction Projects)
https://apps.fortworthtexas.gov/ProjectResources/
You can access the file by following the directory path:
02-Construction Documents/Specifications/Div00 General Conditions
SC-6.09.
SC-6.09A.,
The following are known permits and/or licenses required by the Contract to be acquired by the Contractor:
1. Burlington Northern and Santa Fe Railway Right of Entry
2. Union Pacific Railroad Right of Entry
3. Trinity Metro (Tex Rail) Right of Entry
SC-
The following are known permits and/or licenses required by the Contract to be acquired by the City:
4. Burlington Northern and Santa Fe Railway License Agreement
5. Union Pacific Railroad License Agreement
SC-
The following is a list of known outstanding permits and/or licenses to be acquired, if any as of May 2024:
Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE
OF POSSESSION
None
SC-7.02.
The individuals or entities listed below have contracts with the City for the performance of other work at
the Site:
None
Vendor Scope of Work Coordination Authority
None
00 73 00
SUPPLEMENTARY CONDITIONS
Page 6 of 6
CITY OF FORT WORTH MARINE CREEK SS PART 1 M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 8, 2024
SC-8.01
None.
SC-9.01.Manager
Manager for this Contract is Liam Conlon, or his/her successor pursuant to written
notification from the Director of the Water Department.
SC-
None
SC-
None
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
1/22/2016 F. Griffin SC-9.01 wording changed
Manager.
3/9/2020 D.V. Magaña SC-6.07, Updated the link such that files can be accessed via
website.
10/06/23 Michael Owen SC-6.07, Allow affidavit regarding paying prevailing wages to be submitted on
completion of job, as opposed to with each progress report
3/08/24 Michael Owen Removed revisions related to affidavit, as those changes have been made in
General Conditions
01 11 00 - 1
SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
SECTION 01 11 00 1
SUMMARY OF WORK 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Summary of Work to be performed in accordance with the Contract Documents 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10
2. Division 1 - General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Work Covered by Contract Documents 18
1. Work is to include furnishing all labor, materials, and equipment, and performing 19
all Work necessary for this construction project as detailed in the Drawings and 20
Specifications. 21
B. Subsidiary Work 22
1. Any and all Work specifically governed by documentary requirements for the 23
project, such as conditions imposed by the Drawings or Contract Documents in 24
which no specific item for bid has been provided for in the Proposal and the item is 25
not a typical unit bid item included on the standard bid item list, then the item shall 26
be considered as a subsidiary item of Work, the cost of which shall be included in 27
the price bid in the Proposal for various bid items. 28
C. Use of Premises 29
1. Coordinate uses of premises under direction of the City. 30
2. Assume full responsibility for protection and safekeeping of materials and 31
equipment stored on the Site. 32
3. Use and occupy only portions of the public streets and alleys, or other public places 33
or other rights-of-way as provided for in the ordinances of the City, as shown in the 34
Contract Documents, or as may be specifically authorized in writing by the City. 35
a. A reasonable amount of tools, materials, and equipment for construction 36
purposes may be stored in such space, but no more than is necessary to avoid 37
delay in the construction operations. 38
01 11 00 - 2
SUMMARY OF WORK
Page 2 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
b. Excavated and waste materials shall be stored in such a way as not to interfere 1
with the use of spaces that may be designated to be left free and unobstructed 2
and so as not to inconvenience occupants of adjacent property. 3
c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4
manner as not to interfere with the operation of the railroad. 5
1) All Work shall be in accordance with railroad requirements set forth in 6
Division 0 as well as the railroad permit. 7
D. Work within Easements 8
1. Do not enter upon private property for any purpose without having previously 9
obtained permission from the owner of such property. 10
2. Do not store equipment or material on private property unless and until the 11
specified approval of the property owner has been secured in writing by the 12
Contractor and a copy furnished to the City. 13
3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14
obstructions which must be removed to make possible proper prosecution of the 15
Work as a part of the project construction operations. 16
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 17
lawns, fences, culverts, curbing, and all other types of structures or improvements, 18
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 19
appurtenances thereof, including the construction of temporary fences and to all 20
other public or private property adjacent to the Work. 21
5. Notify the proper representatives of the owners or occupants of the public or private 22
lands of interest in lands which might be affected by the Work. 23
a. Such notice shall be made at least 48 hours in advance of the beginning of the 24
Work. 25
b. Notices shall be applicable to both public and private utility companies and any 26
corporation, company, individual, or other, either as owners or occupants, 27
whose land or interest in land might be affected by the Work. 28
c. Be responsible for all damage or injury to property of any character resulting 29
from any act, omission, neglect, or misconduct in the manner or method or 30
execution of the Work, or at any time due to defective work, material, or 31
equipment. 32
6. Fence 33
a. Restore all fences encountered and removed during construction of the Project 34
to the original or a better than original condition. 35
b. Erect temporary fencing in place of the fencing removed whenever the Work is 36
not in progress and when the site is vacated overnight, and/or at all times to 37
provide site security. 38
c. The cost for all fence work within easements, including removal, temporary 39
closures and replacement, shall be subsidiary to the various items bid in the 40
project proposal, unless a bid item is specifically provided in the proposal. 41
01 11 00 - 3
SUMMARY OF WORK
Page 3 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
1.5 SUBMITTALS [NOT USED] 1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.7 CLOSEOUT SUBMITTALS [NOT USED] 3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.9 QUALITY ASSURANCE [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
01 25 00 - 1
SUBSTITUTION PROCEDURES
Page 1 of 4
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
SECTION 01 25 00 1
SUBSTITUTION PROCEDURES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedure for requesting the approval of substitution of a product that is not 6
equivalent to a product which is specified by descriptive or performance criteria or 7
defined by reference to 1 or more of the following: 8
a. Name of manufacturer 9
b. Name of vendor 10
c. Trade name 11
d. Catalog number 12
2. Substitutions are not "or-equals". 13
B. Deviations from this City of Fort Worth Standard Specification 14
1. None. 15
C. Related Specification Sections include, but are not necessarily limited to: 16
1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 17
2. Division 1 General Requirements 18
1.2 PRICE AND PAYMENT PROCEDURES 19
A. Measurement 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 this Item. 22
1.3 REFERENCES [NOT USED] 23
1.4 ADMINISTRATIVE REQUIREMENTS 24
A. Request for Substitution - General 25
1. Within 30 days after award of Contract (unless noted otherwise), the City will 26
consider formal requests from Contractor for substitution of products in place of 27
those specified. 28
2. Certain types of equipment and kinds of material are described in Specifications by 29
means of references to names of manufacturers and vendors, trade names, or 30
catalog numbers. 31
a. When this method of specifying is used, it is not intended to exclude from 32
consideration other products bearing other manufacturer's or vendor's names, 33
trade names, or catalog numbers, provided said products are "or-equals," as 34
determined by City. 35
3. Other types of equipment and kinds of material may be acceptable substitutions 36
under the following conditions: 37
a. Or-equals are unavailable due to strike, discontinued production of products 38
meeting specified requirements, or other factors beyond control of Contractor; 39
or, 40
01 25 00 - 2
SUBSTITUTION PROCEDURES
Page 2 of 4
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
b. Contractor proposes a cost and/or time reduction incentive to the City. 1
1.5 SUBMITTALS 2
A. See Request for Substitution Form (attached) 3
B. Procedure for Requesting Substitution 4
1. Substitution shall be considered only: 5
a. After award of Contract 6
b. Under the conditions stated herein 7
2. Submit 3 copies of each written request for substitution, including: 8
a. Documentation 9
1) Complete data substantiating compliance of proposed substitution with 10
Contract Documents 11
2) Data relating to changes in construction schedule, when a reduction is 12
proposed 13
3) Data relating to changes in cost 14
b. For products 15
1) Product identification 16
a) Manufacturer's name 17
b) Telephone number and representative contact name 18
c) Specification Section or Drawing reference of originally specified 19
product, including discrete name or tag number assigned to original 20
product in the Contract Documents 21
2) Manufacturer's literature clearly marked to show compliance of proposed 22
product with Contract Documents 23
3) Itemized comparison of original and proposed product addressing product 24
characteristics including, but not necessarily limited to: 25
a) Size 26
b) Composition or materials of construction 27
c) Weight 28
d) Electrical or mechanical requirements 29
4) Product experience 30
a) Location of past projects utilizing product 31
b) Name and telephone number of persons associated with referenced 32
projects knowledgeable concerning proposed product 33
c) Available field data and reports associated with proposed product 34
5) Samples 35
a) Provide at request of City. 36
b) Samples become the property of the City. 37
c. For construction methods: 38
1) Detailed description of proposed method 39
2) Illustration drawings 40
C. Approval or Rejection 41
1. Written approval or rejection of substitution given by the City 42
2. City reserves the right to require proposed product to comply with color and pattern 43
of specified product if necessary to secure design intent. 44
3. In the event the substitution is approved, the resulting cost and/or time reduction 45
will be documented by Change Order in accordance with the General Conditions. 46
01 25 00 - 3
SUBSTITUTION PROCEDURES
Page 3 of 4
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
4. No additional contract time will be given for substitution. 1
5. Substitution will be rejected if: 2
a. Submittal is not through the Contractor with his stamp of approval 3
b. Request is not made in accordance with this Specification Section 4
c. In the Cit opinion, acceptance will require substantial revision of the original 5
design 6
d. In the opinion, substitution will not perform adequately the function 7
consistent with the design intent 8
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9
1.7 CLOSEOUT SUBMITTALS [NOT USED] 10
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11
1.9 QUALITY ASSURANCE 12
A. In making request for substitution or in using an approved product, the Contractor 13
represents that the Contractor: 14
1. Has investigated proposed product, and has determined that it is adequate or 15
superior in all respects to that specified, and that it will perform function for which 16
it is intended 17
2. Will provide same guarantee for substitute item as for product specified 18
3. Will coordinate installation of accepted substitution into Work, to include building 19
modifications if necessary, making such changes as may be required for Work to be 20
complete in all respects 21
4. Waives all claims for additional costs related to substitution which subsequently 22
arise 23
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24
1.11 FIELD [SITE] CONDITIONS [NOT USED] 25
1.12 WARRANTY [NOT USED] 26
PART 2 - PRODUCTS [NOT USED] 27
PART 3 - EXECUTION [NOT USED] 28
END OF SECTION 29
30
Revision Log
DATE NAME SUMMARY OF CHANGE
31
01 25 00 - 4
SUBSTITUTION PROCEDURES
Page 4 of 4
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
EXHIBIT A 1
REQUEST FOR SUBSTITUTION FORM: 2
3
TO: 4
PROJECT: DATE: 5
We hereby submit for your consideration the following product instead of the specified item for 6
the above project: 7
SECTION PARAGRAPH SPECIFIED ITEM 8
9
10
Proposed Substitution: 11
Reason for Substitution: 12
Include complete information on changes to Drawings and/or Specifications which proposed 13
substitution will require for its proper installation. 14
15
Fill in Blanks Below: 16
A. Will the undersigned contractor pay for changes to the building design, including engineering 17
and detailing costs caused by the requested substitution? 18
19
20
B. What effect does substitution have on other trades? 21
22
23
C. Differences between proposed substitution and specified item? 24
25
26
D. Differences in product cost or product delivery time? 27
28
29
E. Manufacturer's guarantees of the proposed and specified items are: 30
31
Equal Better (explain on attachment) 32
The undersigned states that the function, appearance and quality are equivalent or superior to the 33
specified item. 34
Submitted By: For Use by City 35
36
Signature Recommended Recommended 37
as noted 38
39
Firm Not recommended Received late 40
Address By 41
Date 42
Date Remarks 43
Telephone 44
45
For Use by City: 46
47
Approved Rejected 48
City Date 49
01 31 19 - 1
PRECONSTRUCTION MEETING
Page 1 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 17, 2012
SECTION 01 31 19 1
PRECONSTRUCTION MEETING 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Provisions for the preconstruction meeting to be held prior to the start of Work to 6
clarify construction contract administration procedures 7
B. Deviations from this City of Fort Worth Standard Specification 8
1. None. 9
C. Related Specification 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
1.2 PRICE AND PAYMENT PROCEDURES 13
A. Measurement and Payment 14
1. Work associated with this Item is considered subsidiary to the various items bid. 15
No separate payment will be allowed for this Item. 16
1.3 REFERENCES [NOT USED] 17
1.4 ADMINISTRATIVE REQUIREMENTS 18
A. Coordination 19
1. Attend preconstruction meeting. 20
2. Representatives of Contractor, subcontractors and suppliers attending meetings 21
shall be qualified and authorized to act on behalf of the entity each represents. 22
3. Meeting administered by City may be tape recorded. 23
a. If recorded, tapes will be used to prepare minutes and retained by City for 24
future reference. 25
B. Preconstruction Meeting 26
1. A preconstruction meeting will be held within 14 days after the execution of the 27
Agreement and before Work is started. 28
a. The meeting will be scheduled and administered by the City. 29
2. The Project Representative will preside at the meeting, prepare the notes of the 30
meeting and distribute copies of same to all participants who so request by fully 31
completing the attendance form to be circulated at the beginning of the meeting. 32
3. Attendance shall include: 33
a. Project Representative 34
b. Contractor's project manager 35
c. Contractor's superintendent 36
d. Any subcontractor or supplier representatives whom the Contractor may desire 37
to invite or the City may request 38
01 31 19 - 2
PRECONSTRUCTION MEETING
Page 2 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 17, 2012
e. Other City representatives 1
f. Others as appropriate 2
4. Construction Schedule 3
a. Prepare baseline construction schedule in accordance with Section 01 32 16 and 4
provide at Preconstruction Meeting. 5
b. City will notify Contractor of any schedule changes upon Notice of 6
Preconstruction Meeting. 7
5. Preliminary Agenda may include: 8
a. Introduction of Project Personnel 9
b. General Description of Project 10
c. Status of right-of-way, utility clearances, easements or other pertinent permits 11
d. k plan and schedule 12
e. Contract Time 13
f. Notice to Proceed 14
g. Construction Staking 15
h. Progress Payments 16
i. Extra Work and Change Order Procedures 17
j. Field Orders 18
k. Disposal Site Letter for Waste Material 19
l. Insurance Renewals 20
m. Payroll Certification 21
n. Material Certifications and Quality Control Testing 22
o. Public Safety and Convenience 23
p. Documentation of Pre-Construction Conditions 24
q. Weekend Work Notification 25
r. Legal Holidays 26
s. Trench Safety Plans 27
t. Confined Space Entry Standards 28
u. g water 29
systems 30
v. Storm Water Pollution Prevention Plan 31
w. Coordination with other Contractors 32
x. Early Warning System 33
y. Contractor Evaluation 34
z. Special Conditions applicable to the project 35
aa. Damages Claims 36
bb. Submittal Procedures 37
cc. Substitution Procedures 38
dd. Correspondence Routing 39
ee. Record Drawings 40
ff. Temporary construction facilities 41
gg. M/WBE or MBE/SBE procedures 42
hh. Final Acceptance 43
ii. Final Payment 44
jj. Questions or Comments 45
01 31 19 - 3
PRECONSTRUCTION MEETING
Page 3 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 17, 2012
1.5 SUBMITTALS [NOT USED] 1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.7 CLOSEOUT SUBMITTALS [NOT USED] 3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.9 QUALITY ASSURANCE [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
01 31 20 - 1
PROJECT MEETINGS
Page 1 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
SECTION 01 31 20 1
PROJECT MEETINGS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Provisions for project meetings throughout the construction period to enable orderly 6
review of the progress of the Work and to provide for systematic discussion of 7
potential problems 8
B. Deviations this City of Fort Worth Standard Specification 9
1. None. 10
C. Related Specification Sections include, but are not necessarily limited to: 11
1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 12
2. Division 1 General Requirements 13
1.2 PRICE AND PAYMENT PROCEDURES 14
A. Measurement and Payment 15
1. Work associated with this Item is considered subsidiary to the various items bid. 16
No separate payment will be allowed for this Item. 17
1.3 REFERENCES [NOT USED] 18
1.4 ADMINISTRATIVE REQUIREMENTS 19
A. Coordination 20
1. Schedule, attend and administer as specified, periodic progress meetings, and 21
specially called meetings throughout progress of the Work. 22
2. Representatives of Contractor, subcontractors and suppliers attending meetings 23
shall be qualified and authorized to act on behalf of the entity each represents. 24
3. Meetings administered by City may be tape recorded. 25
a. If recorded, tapes will be used to prepare minutes and retained by City for 26
future reference. 27
4. Meetings, in addition to those specified in this Section, may be held when requested 28
by the City, Engineer or Contractor. 29
B. Pre-Construction Neighborhood Meeting 30
1. After the execution of the Agreement, but before construction is allowed to begin, 31
attend 1 Public Meeting with affected residents to: 32
a. Present projected schedule, including construction start date 33
b. Answer any construction related questions 34
2. Meeting Location 35
a. Location of meeting to be determined by the City. 36
3. Attendees 37
a. Contractor 38
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
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b. Project Representative 1
c. Other City representatives 2
4. Meeting Schedule 3
a. In general, the neighborhood meeting will occur within the 2 weeks following 4
the pre-construction conference. 5
b. In no case will construction be allowed to begin until this meeting is held. 6
C. Progress Meetings 7
1. Formal project coordination meetings will be held periodically. Meetings will be 8
scheduled and administered by Project Representative. 9
2. Additional progress meetings to discuss specific topics will be conducted on an as-10
needed basis. Such additional meetings shall include, but not be limited to: 11
a. Coordinating shutdowns 12
b. Installation of piping and equipment 13
c. Coordination between other construction projects 14
d. Resolution of construction issues 15
e. Equipment approval 16
3. The Project Representative will preside at progress meetings, prepare the notes of 17
the meeting and distribute copies of the same to all participants who so request by 18
fully completing the attendance form to be circulated at the beginning of each 19
meeting. 20
4. Attendance shall include: 21
a. Contractor's project manager 22
b. Contractor's superintendent 23
c. Any subcontractor or supplier representatives whom the Contractor may desire 24
to invite or the City may request 25
d. Engineer's representatives 26
e. representatives 27
f. Others, as requested by the Project Representative 28
5. Preliminary Agenda may include: 29
a. Review of Work progress since previous meeting 30
b. Field observations, problems, conflicts 31
c. Items which impede construction schedule 32
d. Review of off-site fabrication, delivery schedules 33
e. Review of construction interfacing and sequencing requirements with other 34
construction contracts 35
f. Corrective measures and procedures to regain projected schedule 36
g. Revisions to construction schedule 37
h. Progress, schedule, during succeeding Work period 38
i. Coordination of schedules 39
j. Review submittal schedules 40
k. Maintenance of quality standards 41
l. Pending changes and substitutions 42
m. Review proposed changes for: 43
1) Effect on construction schedule and on completion date 44
2) Effect on other contracts of the Project 45
n. Review Record Documents 46
o. Review monthly pay request 47
p. Review status of Requests for Information 48
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
6. Meeting Schedule 1
a. Progress meetings will be held periodically as determined by the Project 2
Representative. 3
1) Additional meetings may be held at the request of the: 4
a) City 5
b) Engineer 6
c) Contractor 7
7. Meeting Location 8
a. The City will establish a meeting location. 9
1) To the extent practicable, meetings will be held at the Site. 10
1.5 SUBMITTALS [NOT USED] 11
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 12
1.7 CLOSEOUT SUBMITTALS [NOT USED] 13
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14
1.9 QUALITY ASSURANCE [NOT USED] 15
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16
1.11 FIELD [SITE] CONDITIONS [NOT USED] 17
1.12 WARRANTY [NOT USED] 18
PART 2 - PRODUCTS [NOT USED] 19
PART 3 - EXECUTION [NOT USED] 20
END OF SECTION 21
22
Revision Log
DATE NAME SUMMARY OF CHANGE
23
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 13, 2021
SECTION 01 32 16 1
CONSTRUCTION PROGRESS SCHEDULE 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. General requirements for the preparation, submittal, updating, status reporting and 6
management of the Construction Progress Schedule 7
2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 8
Document 9
B. Deviations from this City of Fort Worth Standard Specification 10
1. None. 11
C. Related Specification Sections include, but are not necessarily limited to: 12
1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 13
2. Division 1 General Requirements 14
D. Purpose 15
The City of Fort Worth (City) is committed to delivering quality, cost-effective 16
infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a 17
properly structured schedule with accurate updates. This supports effective monitoring 18
of progress and is input to critical decision making by the project manager throughout 19
the lift of the project. Data from the updated project schedule is utilized in status 20
reporting to various levels of the City organization and the citizenry. 21
22
This Document complements the City s Standard Agreement to guide the construction 23
contractor (Contractor) in preparing and submitting acceptable schedules for use by the 24
City in project delivery. The expectation is the performance of the work follows the 25
accepted schedule and adhere to the contractual timeline. 26
27
The Contractor will designate a qualified representative (Project Scheduler) responsible 28
for developing and updating the schedule and preparing status reporting as required by 29
the City. 30
1.2 PRICE AND PAYMENT PROCEDURES 31
A. Measurement and Payment 32
1. Work associated with this Item is considered subsidiary to the various items bid. 33
No separate payment will be allowed for this Item. 34
2. Non-compliance with this specification is grounds for City to withhold payment of 35
the Contractor s invoices until Contractor achieves said compliance. 36
1.3 REFERENCES 37
A. Project Schedules 38
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 13, 2021
Each project is represented by City s master project schedule that encompasses the 1
entire scope of activities envisioned by the City to properly deliver the work. When the 2
City contracts with a Contractor to perform construction of the Work, the Contractor 3
will develop and maintain a schedule for their scope of work in alignment with the 4
City s standard schedule requirements as defined herein. The data and information of 5
each such schedule will be leveraged and become integral in the master project 6
schedule as deemed appropriate by the City s Project Control Specialist and approved 7
by the City s Project Manager. 8
9
1. Master Project Schedule 10
The master project schedule is a holistic representation of the scheduled activities 11
and milestones for the total project and be Critical Path Method (CPM) based. The 12
City s Project Manager is accountable for oversight of the development and 13
maintaining a master project schedule for each project. When the City contracts for 14
the design and/or construction of the project, the master project schedule will 15
incorporate elements of the Design and Construction schedules as deemed 16
appropriate by the City s Project Control Specialist. The assigned City Project 17
Control Specialist creates and maintains the master project schedule in P6 (City s 18
scheduling software). 19
20
2. Construction Schedule 21
The Contractor is responsible for developing and maintaining a schedule for the 22
23
initial schedule for review and accept24
25
work. Contractor will issue current, accurate updates of their schedule (Progress 26
Schedule) to the City at the end of each month throughout the life of their work. 27
B. Schedule Tiers 28
The City has a portfolio of projects that vary widely in size, complexity and content 29
requiring different scheduling to effectively deliver each project. The City uses a 30
er schedule with the criteria for each project. The 31
City's Project Manager determines the appropriate schedule tier for each project, and 32
33
work. The following is a summ 34
35
1. Tier 1: Small Size and Short Duration Project (design not required) 36
The City develops and maintains a Master Project Schedule for the project. No 37
38
acquires any necessary schedule status data or information through discussions with 39
the respective party on an as-needed basis. 40
41
2. Tier 2: Small Size and Short to Medium Duration Project 42
The City develops and maintains a Master Project Schedule for the project. The 43
44
work as agreed wit45
such 46
milestones at the end of each month throughout the life of their work on the project. 47
48
3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration 49
01 32 16 - 3
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 13, 2021
4. The City develops and maintains a Master Project Schedule for the project. The 1
Contractor develops a Baseline Schedule and maintains the schedule of their 2
respective scope of work on the project at a level of detail (generally Level 3) and 3
in alignment with the WBS structure in Section 1.4.H as agreed by the Project 4
Manager. The Contractor issues to the City, updates of their respective schedule 5
(Progress Schedule) at the end of each month throughout the life of their work on 6
the project. 7
C. Schedule Types 8
Project delivery for the City utilizes two types of schedules as noted below. The City 9
10
11
schedule. The Contractor prepares and submits each schedule type to fulfill their 12
contractual requirements. 13
14
1. Baseline Schedule 15
The Contractor develops and submits to the City, an initial schedule for their scope 16
of work in alignment with this specification. Once reviewed and accepted by the 17
basis against which all progress 18
is measured. The baseline schedule will be updated when there is a change or 19
addition to the scope of work impacting the duration of the work, and only after 20
receipt of a duly authorized change order issued by the City. In the event progress 21
is 22
update to the baseline schedule to facilitate a more practical evaluation of progress. 23
An example of a Baseline Schedule is provided in Specification 01 32 16.1 24
Construction Project Schedule Baseline Example. 25
26
2. Progress Schedule 27
The Contractor updates their schedule at the end of each month to represent the 28
progress achieved in the work which includes any impact from authorized changes 29
in the work. The updated schedule must accurately reflect the current status of the 30
31
Project Manager and Project Control Specialist reviews and accepts each progress 32
schedule. In the event a progress schedule is deemed not acceptable, the 33
unacceptable issues are identified by the City within 5 working days and the 34
Contractor must provide an acceptable progress schedule within 5 working days 35
after receipt of non-acceptance notification. An example of a Progress Schedule is 36
provided in Specification 01 32 16.2 Construction Project Schedule Progress 37
Example. 38
D. City Standard Schedule Requirements 39
The following is an overview of the methodology for developing and maintaining a 40
schedule for delivery of a project. 41
01 32 16 - 4
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 13, 2021
1. Schedule Framework - The schedule will be based on the defined scope of work 1
2
schedule will align with the requirements of this specification and will be cost 3
loaded to reflect their plan for execution. Compliance with cost loading can be 4
provided with traditional cost loading of line items OR a projected cost per 5
month for the project when the initial schedule is submitted, updated on a 6
quarterly basis is significant change is anticipated. Overall schedule duration 7
will align with the contractual requirements for the respective scope of work and be 8
9
Project is required on each schedule and must ma 10
11
E. Schedule File Name 12
All schedules submitted to the City for a project will have a file name that begins with 13
project number followed by the name of the project followed by baseline (if 14
a baseline schedule) or the year and month (if a progress schedule), as shown below. 15
16
17
Format: City Project Number_Project Name_Baseline 18
Example: 101376_North Montgomery Street HMAC_Baseline 19
20
21
Format: City Project Number_Project Name_YYYY-MM 22
Example: 101376_North Montgomery Street HMAC_2018_01 23
24
e File Name 25
Format: City Project Number_Project Name_PN_YYYY-MM 26
Example: 101376_North Montgomery Street HMAC_PN_2018_01 27
28
F. Schedule Templates 29
30
nt system as the basis for creating their respective 31
t of 32
the Construction section. The templates are identified by type of project as noted 33
below. 34
35
36
37
38
39
40
41
rks 42
43
44
raffic 45
46
47
G. Schedule Calendar 48
01 32 16 - 5
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 13, 2021
-day 1
2
Luther King, Memorial, Independence, Labor, Thanksgiving, day after Thanksgiving, 3
Christmas). The Contractor w ill establish a schedule calendar as part of the schedule 4
development process and provide to the Project Control Specialist as part of the basis 5
for their sc6
project 7
schedule. 8
9
H. WBS & Milestone Standards for Schedule Development 10
The scope of work to be accomplished by the Contractor is represented in the schedule 11
in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the 12
development of the schedule activities and shall be imbedded and depicted in the 13
schedule. 14
15
The following is a summary of the standards to be followed in preparing and 16
maintaining a schedule for project delivery. 17
18
1. 19
20
Additional activities may be added to Levels 1 - 4 to accommodate the needs 21
of the organization executing the work. Specifically the Contractor will add 22
23
delineates the activities associated with the various components of the work. 24
25
2. s Standard Milestones as shown in 26
Section 1.4.I below. Contractor will include additional milestones 27
representing intermediate deliverables as required to accurately reflect their 28
scope of work. 29
30
I. Schedule Activities 31
Activities are the discrete elements of work that make up the schedule. They will be 32
organized under the umbrella of the WBS. Activity descriptions should adequately 33
describe the activity, and in some cases the extent of the activity. All activities are 34
logically tied with a predecessor and a successor. The only exception to this rule is for 35
36
37
The activity duration is based on the physical amount of work to be performed for the 38
stated activity, with a maximum duration of 20 working days OR a continuous activity 39
in one location. If the work for any one activity exceeds 20 days, break that activity 40
down incrementally to achieve this duration constraint. Any exception to this requires 41
review 42
43
J. Change Orders 44
When a Change Order is issued by the City, the impact is incorporated into the 45
previously accepted baseline schedule as an update, to clearly show impact to the 46
project timeline. The Contractor submits this updated baseline schedule to the City for 47
48
01 32 16 - 6
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 13, 2021
review and acceptance as described in Section 1.5 below. Updated baseline schedules 1
adhere to the following: 2
3
1. Time extensions associated with approved contract modifications are limited to the 4
actual amount of time the project activities are anticipated to be delayed, unless 5
otherwise approved by the Program Manager. 6
7
2. The re-baselined schedule is submitted by the Contractor within ten workdays after 8
the date of receipt of the approved Change Order. 9
10
3. The changes in logic or durations approved by the City are used to analyze the 11
impact of the change and is included in the Change Order. The coding for a new 12
activity(s) added to the schedule for the Change Order includes the Change Order 13
number in the Activity ID. Use as many activities as needed to accurately show the 14
work of the Change Order. Revisions to the baseline schedule are not effective 15
until accepted by the City. 16
K. City s Work Breakdown Structure 17
18
WBS Code WBS Name 19
XXXXXX Project Name 20
XXXXXX.30 Design 21
XXXXXX.30.10 Design Contractor Agreement 22
XXXXXX.30.20 Conceptual Design (30%) 23
XXXXXX.30.30 Preliminary Design (60%) 24
XXXXXX.30.40 Final Design 25
XXXXXX.30.50 Environmental 26
XXXXXX.30.60 Permits 27
XXXXXX.30.60.10 Permits - Identification 28
XXXXXX.30.60.20 Permits - Review/Approve 29
XXXXXX.40 ROW & Easements 30
XXXXXX.40.10 ROW Negotiations 31
XXXXXX.40.20 Condemnation 32
XXXXXX.70 Utility Relocation 33
XXXXXX.70.10 Utility Relocation Co-ordination 34
XXXXXX.80 Construction 35
XXXXXX.80.81 Bid and Award 36
XXXXXX.80.83 Construction Execution 37
XXXXXX.80.85 Inspection 38
XXXXXX.80.86 Landscaping 39
XXXXXX.90 Closeout 40
XXXXXX.90.10 Construction Contract Close-out 41
XXXXXX.90.40 Design Contract Closure 42
L. City s Standard Milestones 43
The following milestone activities (i.e., important events on a project that mark critical 44
points in time) are of particular interest to the City and must be reflected in the project 45
schedule for all phases of work. 46
47
48
01 32 16 - 7
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 13, 2021
Activity ID Activity Name 1
Design 2
3020 Award Design Agreement 3
3040 Issue Notice to Proceed - Design Engineer 4
3100 Design Kick-off Meeting 5
3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, 6
Water & Sewer 7
3150 Peer Review Meeting/Design Review meeting (technical) 8
3160 Conduct Design Public Meeting #1 (required) 9
3170 Conceptual Design Complete 10
3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, 11
Parks, Storm Water, Water & Sewer 12
3250 Conduct Design Public Meeting #2 (required) 13
3260 Preliminary Design Complete 14
3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, 15
Water & Sewer 16
3330 Conduct Design Public Meeting #3 (if required) 17
3360 Final Design Complete 18
ROW & Easements 19
4000 Right of Way Start 20
4230 Right of Way Complete 21
Utility Relocation 22
7000 Utilities Start 23
7120 Utilities Cleared/Complete 24
Construction 25
Bid and Award 26
8110 Start Advertisement 27
8150 Conduct Bid Opening 28
8240 Award Construction Contract 29
Construction Execution 30
8330 Conduct Construction Public Meeting #4 Pre-Construction 31
8350 Construction Start 32
8370 Substantial Completion 33
8540 Construction Completion 34
9130 Notice of Completion/Green Sheet 35
9150 Construction Contract Closed 36
9420 Design Contract Closed 37
38
1.4 SUBMITTALS 39
A. Schedule Submittal & Review 40
for reviews and acceptance of the 41
schedule. 42
alignment of 43
Schedule as ger. The City reviews and accepts or 44
rejects the schedule within ten workdays 45
46
47
01 32 16 - 8
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 13, 2021
1. Schedule Format 1
The Contractor will submit each schedule in two electronic forms, one in native file 2
format (.xer, .xml, .mpx) and the second in a pdf format, in the 3
management system in the location dedicated for this purpose and identified by the 4
Project Manager. In the event the Contractor does not use Primavera P6 or MS 5
Project for scheduling purposes, the schedule information must be submitted in .xls 6
or .xlsx format in compliance with the sample layout (See Specification 01 32 16.1 7
Construction Project Schedule Baseline Example), including activity predecessors, 8
successors and total float. 9
10
2. Initial & Baseline Schedule 11
The Contractor w ill develop their schedule for their scope of work and submit their 12
13
document management system in the location dedicated for this purpose at least 5 14
working days prior to Pre Construction Meeting. 15
16
17
schedule 18
format & o the 19
Contractor for their use in finalizing their initial schedule and issuing (within five 20
workdays) their Baseline Schedule for final review and acceptance by the City. 21
22
3. Progress Schedule 23
The Contractor w ill update and issue their project schedule (Progress Schedule) by 24
the last day of each month throughout the life of their work on the project. The 25
Progress 26
document management system in the location dedicated for this purpose. 27
28
The 29
information that support the assessment of the update to the schedule. In the event 30
data or information is missing or incomplete, the Project Controls Specialist 31
communicates directl32
Contractor re-submits the corrected Progress Schedule within 5 workdays, 33
following 34
Project Control Specialist review the Contracto35
and to monitor performance and progress. 36
37
The following list of items are required to ensure proper status information is 38
contained in the Progress Schedule. 39
40
41
ete 42
43
44
45
46
47
48
49
50
01 32 16 - 9
CONSTRUCTION PROGRESS SCHEDULE
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 13, 2021
B. Monthly Construction Status Report 1
The Contractor submits a written status report (referred to as a progress narrative) at the 2
monthly progress meeting (if monthly meetings are held) or at the end of each month to 3
accompany the Progress Schedule submittal, using the standard format provided in 4
Specification 01 32 16.3 Construction Project Schedule Progress Narrative. The 5
content of the Construction Project Schedule Progress Narrative should be concise and 6
complete to include only changes, delays, and anticipated problems. 7
8
C. Submittal Process 9
Schedules and Monthly Construction Status Reports 10
document management system in the location dedicated for this purpose. 11
Once the project has been completed and Final Acceptance has been issued by the 12
City, no further progress schedules or construction status reports are required from 13
the Contractor. 14
15
1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 16
1.6 CLOSEOUT SUBMITTALS [NOT USED] 17
1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 18
1.8 QUALITY ASSURANCE 19
A. The person preparing and revising the construction Progress Schedule shall be 20
experienced in the preparation of schedules of similar complexity. 21
B. Schedule and supporting documents addressed in this Specification shall be prepared, 22
updated and revised to accurately reflect the performance of the construction. 23
C. Contractor is responsible for the quality of all submittals in this section meeting the 24
standard of care for the construction industry for similar projects. 25
1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 26
1.10 FIELD [SITE] CONDITIONS [NOT USED] 27
1.11 WARRANTY [NOT USED] 28
1.12 ATTACHMENTS 29
Spec 01 32 16.1 Construction Project Schedule Baseline Example 30
Spec 01 32 16.2 Construction Project Schedule Progress Example 31
Spec 01 32 16.3 Construction Project Schedule Progress Narrative 32
33
34
01 32 16 - 10
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised August 13, 2021
1
PART 2 - PRODUCTS [NOT USED] 2
PART 3 - EXECUTION [NOT USED] 3
END OF SECTION 4
5
Revision Log
DATE NAME SUMMARY OF CHANGE
8/13/2021 Michael Owen Revised to update specification requirements and eliminate duplicate schedule
specifications.
6
01 32 33 - 1
PRECONSTRUCTION VIDEO
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
SECTION 01 32 33 1
PRECONSTRUCTION VIDEO 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Administrative and procedural requirements for: 6
a. Preconstruction Videos 7
B. Deviations from this City of Fort Worth Standard Specification 8
1. None. 9
C. Related Specification 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
1.2 PRICE AND PAYMENT PROCEDURES 13
A. Measurement and Payment 14
1. Work associated with this Item is considered subsidiary to the various items bid. 15
No separate payment will be allowed for this Item. 16
1.3 REFERENCES [NOT USED] 17
1.4 ADMINISTRATIVE REQUIREMENTS 18
A. Preconstruction Video 19
1. Produce a preconstruction video of the site/alignment, including all areas in the 20
vicinity of and to be affected by construction. 21
a. Provide digital copy of video upon request by the City. 22
2. Retain a copy of the preconstruction video until the end of the maintenance surety 23
period. 24
1.5 SUBMITTALS [NOT USED] 25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26
1.7 CLOSEOUT SUBMITTALS [NOT USED] 27
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28
1.9 QUALITY ASSURANCE [NOT USED] 29
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 30
1.11 FIELD [SITE] CONDITIONS [NOT USED] 31
1.12 WARRANTY [NOT USED] 32
PART 2 - PRODUCTS [NOT USED] 33
01 32 33 - 2
PRECONSTRUCTION VIDEO
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
PART 3 - EXECUTION [NOT USED] 1
END OF SECTION 2
3
Revision Log
DATE NAME SUMMARY OF CHANGE
4
01 33 00 - 1
SUBMITTALS
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
SECTION 01 33 00 1
SUBMITTALS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. General methods and requirements of submissions applicable to the following 6
Work-related submittals: 7
a. Shop Drawings 8
b. Product Data (including Standard Product List submittals) 9
c. Samples 10
d. Mock Ups 11
B. Deviations from this City of Fort Worth Standard Specification 12
1. None. 13
C. Related Specification Sections include, but are not necessarily limited to: 14
1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 15
2. Division 1 General Requirements 16
1.2 PRICE AND PAYMENT PROCEDURES 17
A. Measurement and Payment 18
1. Work associated with this Item is considered subsidiary to the various items bid. 19
No separate payment will be allowed for this Item. 20
1.3 REFERENCES [NOT USED] 21
1.4 ADMINISTRATIVE REQUIREMENTS 22
A. Coordination 23
1. Notify the City in writing, at the time of submittal, of any deviations in the 24
submittals from the requirements of the Contract Documents. 25
2. Coordination of Submittal Times 26
a. Prepare, prioritize and transmit each submittal sufficiently in advance of 27
performing the related Work or other applicable activities, or within the time 28
specified in the individual Work Sections, of the Specifications. 29
b. Contractor is responsible such that the installation will not be delayed by 30
processing times including, but not limited to: 31
a) Disapproval and resubmittal (if required) 32
b) Coordination with other submittals 33
c) Testing 34
d) Purchasing 35
e) Fabrication 36
f) Delivery 37
g) Similar sequenced activities 38
c. No extension of time will be authorized because of the Contractor's failure to 39
transmit submittals sufficiently in advance of the Work. 40
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
d. Make submittals promptly in accordance with approved schedule, and in such 1
sequence as to cause no delay in the Work or in the work of any other 2
contractor. 3
B. Submittal Numbering 4
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-5
reference identification numbering system in the following manner: 6
a. Use the first 6 digits of the applicable Specification Section Number. 7
b. For the next 2 digits number use numbers 01-99 to sequentially number each 8
initial separate item or drawing submitted under each specific Section number. 9
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 10
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 11
submittal number would be as follows: 12
13
03 30 00-08-B 14
15
1) 03 30 00 is the Specification Section for Concrete 16
2) 08 is the eighth initial submittal under this Specification Section 17
3) B is the third submission (second resubmission) of that particular shop 18
drawing 19
C. Contractor Certification 20
1. Review shop drawings, product data and samples, including those by 21
subcontractors, prior to submission to determine and verify the following: 22
a. Field measurements 23
b. Field construction criteria 24
c. Catalog numbers and similar data 25
d. Conformance with the Contract Documents 26
2. Provide each shop drawing, sample and product data submitted by the Contractor 27
with a Certification Statement affixed including: 28
a. The Contractor's Company name 29
b. Signature of submittal reviewer 30
c. Certification Statement 31
1) By this submittal, I hereby represent that I have determined and verified 32
field measurements, field construction criteria, materials, dimensions, 33
catalog numbers and similar data and I have checked and coordinated each 34
item with other applicable approved shop drawings." 35
D. Submittal Format 36
1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches. 37
2. Bind shop drawings and product data sheets together. 38
3. Order 39
a. Cover Sheet 40
1) Description of Packet 41
2) Contractor Certification 42
b. List of items / Table of Contents 43
c. Product Data /Shop Drawings/Samples /Calculations 44
E. Submittal Content 45
1. The date of submission and the dates of any previous submissions 46
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
2. The Project title and number 1
3. Contractor identification 2
4. The names of: 3
a. Contractor 4
b. Supplier 5
c. Manufacturer 6
5. Identification of the product, with the Specification Section number, page and 7
paragraph(s) 8
6. Field dimensions, clearly identified as such 9
7. Relation to adjacent or critical features of the Work or materials 10
8. Applicable standards, such as ASTM or Federal Specification numbers 11
9. Identification by highlighting of deviations from Contract Documents 12
10. Identification by highlighting of revisions on resubmittals 13
11. An 8-inch x 3-inch blank space for Contractor and City stamps 14
F. Shop Drawings 15
1. As specified in individual Work Sections includes, but is not necessarily limited to: 16
a. Custom-prepared data such as fabrication and erection/installation (working) 17
drawings 18
b. Scheduled information 19
c. Setting diagrams 20
d. Actual shopwork manufacturing instructions 21
e. Custom templates 22
f. Special wiring diagrams 23
g. Coordination drawings 24
h. Individual system or equipment inspection and test reports including: 25
1) Performance curves and certifications 26
i. As applicable to the Work 27
2. Details 28
a. Relation of the various parts to the main members and lines of the structure 29
b. Where correct fabrication of the Work depends upon field measurements 30
1) Provide such measurements and note on the drawings prior to submitting 31
for approval. 32
G. Product Data 33
1. For submittals of product data for products included on the Ci34
List, clearly identify each item selected for use on the Project. 35
2. For submittals of product data for products not 36
Product List, submittal data may include, but is not necessarily limited to: 37
a. Standard prepared data for manufactured products (sometimes referred to as 38
catalog data) 39
1) Such as the manufacturer's product specification and installation 40
instructions 41
2) Availability of colors and patterns 42
3) Manufacturer's printed statements of compliances and applicability 43
4) Roughing-in diagrams and templates 44
5) Catalog cuts 45
6) Product photographs 46
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
7) Standard wiring diagrams 1
8) Printed performance curves and operational-range diagrams 2
9) Production or quality control inspection and test reports and certifications 3
10) Mill reports 4
11) Product operating and maintenance instructions and recommended 5
spare-parts listing and printed product warranties 6
12) As applicable to the Work 7
H. Samples 8
1. As specified in individual Sections, include, but are not necessarily limited to: 9
a. Physical examples of the Work such as: 10
1) Sections of manufactured or fabricated Work 11
2) Small cuts or containers of materials 12
3) Complete units of repetitively used products color/texture/pattern swatches 13
and range sets 14
4) Specimens for coordination of visual effect 15
5) Graphic symbols and units of Work to be used by the City for independent 16
inspection and testing, as applicable to the Work 17
I. Do not start Work requiring a shop drawing, sample or product data nor any material to 18
be fabricated or installed prior to the approval or qualified approval of such item. 19
1. Fabrication performed, materials purchased or on-site construction accomplished 20
which does not conform to approved shop drawings and data is at the Contractor's 21
risk. 22
2. The City will not be liable for any expense or delay due to corrections or remedies 23
required to accomplish conformity. 24
3. Complete project Work, materials, fabrication, and installations in conformance 25
with approved shop drawings, applicable samples, and product data. 26
J. Submittal Distribution 27
1. Electronic Distribution 28
a. Confirm development of Project directory for electronic submittals to be 29
30
City. 31
b. Shop Drawings 32
1) Upload submittal to designated project directory and notify appropriate 33
City representatives via email of submittal posting. 34
2) Hard Copies 35
a) 3 copies for all submittals 36
b) If Contractor requires more than 1 hard copy of Shop Drawings 37
returned, Contractor shall submit more than the number of copies listed 38
above. 39
c. Product Data 40
1) Upload submittal to designated project directory and notify appropriate 41
City representatives via email of submittal posting. 42
2) Hard Copies 43
a) 3 copies for all submittals 44
d. Samples 45
1) Distributed to the Project Representative 46
2. Hard Copy Distribution (if required in lieu of electronic distribution) 47
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
a. Shop Drawings 1
1) Distributed to the City 2
2) Copies 3
a) 8 copies for mechanical submittals 4
b) 7 copies for all other submittals 5
c) If Contractor requires more than 3 copies of Shop Drawings returned, 6
Contractor shall submit more than the number of copies listed above. 7
b. Product Data 8
1) Distributed to the City 9
2) Copies 10
a) 4 copies 11
c. Samples 12
1) Distributed to the Project Representative 13
2) Copies 14
a) Submit the number stated in the respective Specification Sections. 15
3. Distribute reproductions of approved shop drawings and copies of approved 16
product data and samples, where required, to the job site file and elsewhere as 17
directed by the City. 18
a. Provide number of copies as directed by the City but not exceeding the number 19
previously specified. 20
K. Submittal Review 21
1. The review of shop drawings, data and samples will be for general conformance 22
with the design concept and Contract Documents. This is not to be construed as: 23
a. Permitting any departure from the Contract requirements 24
b. Relieving the Contractor of responsibility for any errors, including details, 25
dimensions, and materials 26
c. Approving departures from details furnished by the City, except as otherwise 27
provided herein 28
2. The review and approval of shop drawings, samples or product data by the City 29
does not relieve the Contractor from his/her responsibility with regard to the 30
fulfillment of the terms of the Contract. 31
a. All risks of error and omission are assumed by the Contractor, and the City will 32
have no responsibility therefore. 33
3. The Contractor remains responsible for details and accuracy, for coordinating the 34
Work with all other associated work and trades, for selecting fabrication processes, 35
for techniques of assembly and for performing Work in a safe manner. 36
4. If the shop drawings, data or samples as submitted describe variations and show a 37
departure from the Contract requirements which City finds to be in the interest of 38
the City and to be so minor as not to involve a change in Contract Price or time for 39
performance, the City may return the reviewed drawings without noting an 40
exception. 41
5. Submittals will be returned to the Contractor under 1 of the following codes: 42
a. Code 1 43
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 44
comments on the submittal. 45
a) When returned under this code the Contractor may release the 46
equipment and/or material for manufacture. 47
b. Code 2 48
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 1
the notations and comments IS NOT required by the Contractor. 2
a) The Contractor may release the equipment or material for manufacture; 3
however, all notations and comments must be incorporated into the 4
final product. 5
c. Code 3 6
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 7
assigned when notations and comments are extensive enough to require a 8
resubmittal of the package. 9
a) The Contractor may release the equipment or material for manufacture; 10
however, all notations and comments must be incorporated into the 11
final product. 12
b) This resubmittal is to address all comments, omissions and 13
non-conforming items that were noted. 14
c) Resubmittal is to be received by the City within 15 Calendar Days of 15
the date of the City's transmittal requiring the resubmittal. 16
d. Code 4 17
1) "NOT APPROVED" is assigned when the submittal does not meet the 18
intent of the Contract Documents. 19
a) The Contractor must resubmit the entire package revised to bring the 20
submittal into conformance. 21
b) It may be necessary to resubmit using a different manufacturer/vendor 22
to meet the Contract Documents. 23
6. Resubmittals 24
a. Handled in the same manner as first submittals 25
1) Corrections other than requested by the City 26
2) Marked with revision triangle or other similar method 27
a) 28
b. Submittals for each item will be reviewed no more than twice at the 29
expense. 30
1) All subsequent reviews will be performed at times convenient to the City 31
and at the Contractor's expense, based on the City's or City 32
then prevailing rates. 33
2) Provide Contractor reimbursement to the City within 30 Calendar Days for 34
all such fees invoiced by the City. 35
c. The need for more than 1 resubmission or any other delay in obtaining City's 36
review of submittals, will not entitle the Contractor to an extension of Contract 37
Time. 38
7. Partial Submittals 39
a. City reserves the right to not 40
discretion. 41
b. Submittals deemed by the City to be not complete will be returned to the 42
Contractor, and will be considered "Not Approved" until resubmitted. 43
c. The City may at its option provide a list or mark the submittal directing the 44
Contractor to the areas that are incomplete. 45
8. If the Contractor considers any correction indicated on the shop drawings to 46
constitute a change to the Contract Documents, then written notice must be 47
provided thereof to the City at least 7 Calendar Days prior to release for 48
manufacture. 49
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
9. When the shop drawings have been completed to the satisfaction of the City, the 1
Contractor may carry out the construction in accordance therewith and no further 2
changes therein except upon written instructions from the City. 3
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 4
following receipt of submittal by the City. 5
L. Mock ups 6
1. Mock Up units as specified in individual Sections, include, but are not necessarily 7
limited to, complete units of the standard of acceptance for that type of Work to be 8
used on the Project. Remove at the completion of the Work or when directed. 9
M. Qualifications 10
1. If specifically required in other Sections of these Specifications, submit a P.E. 11
Certification for each item required. 12
N. Request for Information (RFI) 13
1. Contractor Request for additional information 14
a. Clarification or interpretation of the contract documents 15
b. When the Contractor believes there is a conflict between Contract Documents 16
c. When the Contractor believes there is a conflict between the Drawings and 17
Specifications 18
1) Identify the conflict and request clarification 19
2. Use the Request for Information (RFI) form provided by the City. 20
3. Numbering of RFI 21
a. -x22
increasing sequentially with each additional transmittal. 23
4. Sufficient information shall be attached to permit a written response without further 24
information. 25
5. The City will log each request and will review the request. 26
a. If review of the project information request indicates that a change to the 27
Contract Documents is required, the City will issue a Field Order or Change 28
Order, as appropriate. 29
1.5 SUBMITTALS [NOT USED] 30
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 31
1.7 CLOSEOUT SUBMITTALS [NOT USED] 32
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33
1.9 QUALITY ASSURANCE [NOT USED] 34
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 35
1.11 FIELD [SITE] CONDITIONS [NOT USED] 36
1.12 WARRANTY [NOT USED] 37
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
PART 2 - PRODUCTS [NOT USED] 1
PART 3 - EXECUTION [NOT USED] 2
END OF SECTION 3
4
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
5
01 35 13 - 1
SPECIAL PROJECT PROCEDURES
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 11, 2022
SECTION 01 35 13 1
SPECIAL PROJECT PROCEDURES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedures for special project circumstances that includes, but is not limited to: 6
a. Coordination with the Texas Department of Transportation 7
b. Work near High Voltage Lines 8
c. Confined Space Entry Program 9
d. Use of Explosives, Drop Weight, Etc. 10
e. Water Department Notification 11
f. Public Notification Prior to Beginning Construction 12
g. Coordination with United States Army Corps of Engineers 13
h. Coordination within Railroad permits areas 14
i. Dust Control 15
j. Employee Parking 16
B. Deviations from this City of Fort Worth Standard Specification 17
1. Modified 1.2.A.1.b.1 18
2. Added 1.2.A.1.b.2 19
3. Modified 1.2.A.2.b.1 20
4. Added 1.2.A.2.b.2 21
5. Modified 1.2.A.3.a 22
6. Added 1.2.A.3.b 23
C. Related Specification Sections include, but are not necessarily limited to: 24
1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 25
2. Division 1 General Requirements 26
3. Section 33 12 25 Connection to Existing Water Mains 27
1.2 PRICE AND PAYMENT PROCEDURES 28
A. Measurement and Payment 29
1. Coordination within Railroad permit areas 30
a. Measurement 31
1) Measurement for this Item will be by lump sum. 32
b. Payment 33
1) Unit Price - The work performed and materials furnished in accordance 34
with this Item will be paid for at the lump sum price bid for Railroad 35
Coordination. 36
2) Lump Sum Price - The work performed and materials furnished in 37
accordance with this Item will be included in the total lump sum price. 38
c. The price bid shall include: 39
1) Mobilization 40
2) Inspection 41
01 35 13 - 2
SPECIAL PROJECT PROCEDURES
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 11, 2022
3) Safety training 1
4) Additional Insurance 2
5) Insurance Certificates 3
6) Other requirements associated with general coordination with Railroad, 4
including additional employees required to protect the right-of-way and 5
property of the Railroad from damage arising out of and/or from the 6
construction of the Project. 7
2. Railroad Flagmen and Construction Observation Allowance 8
a. Measurement 9
1) Measurement for this Item will be per working day. 10
b. Payment 11
1) Unit Price - The work performed and materials furnished in accordance 12
with this Item will be paid for at the lump sum price bid for Railroad 13
Coordination. 14
2) Lump Sum Price - The work performed and materials furnished in 15
accordance with this Item will be included in the total lump sum price. 16
a) Pre-Bid Allowance shall be paid for in accordance with Section 00 17
72 00 (General Conditions Article 11.02) 18
c. The price bid shall include: 19
1) Coordination for scheduling flagmen and construction observation 20
personnel 21
2) Flagmen 22
3) Construction Observers 23
4) Other requirements associated with Railroad 24
3. All other items 25
a. Unit Price - The work performed and materials furnished in accordance with 26
this Item will be paid for at the lump sum price bid for Railroad Coordination. 27
b. Lump Sum Price - The work performed and materials furnished in 28
accordance with this Item will be included in the total lump sum price. 29
30
1.3 REFERENCES 31
A. Reference Standards 32
1. Reference standards cited in this Specification refer to the current reference 33
standard published at the time of the latest revision date logged at the end of this 34
Specification, unless a date is specifically cited. 35
2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 36
High Voltage Overhead Lines. 37
1.4 ADMINISTRATIVE REQUIREMENTS 38
A. Coordination with the Texas Department of Transportation 39
1. When work in the right-of-way which is under the jurisdiction of the Texas 40
Department of Transportation (TxDOT): 41
a. Notify the Texas Department of Transportation prior to commencing any work 42
therein in accordance with the provisions of the permit 43
b. All work performed in the TxDOT right-of-way shall be performed in 44
compliance with and subject to approval from the Texas Department of 45
Transportation 46
01 35 13 - 3
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 11, 2022
B. Work near High Voltage Lines 1
1. Regulatory Requirements 2
a. All Work near High Voltage Lines (more than 600 volts measured between 3
conductors or between a conductor and the ground) shall be in accordance with 4
Health and Safety Code, Title 9, Subtitle A, Chapter 752. 5
2. Warning sign 6
a. Provide sign of sufficient size meeting all OSHA requirements. 7
3. Equipment operating within 10 feet of high voltage lines will require the following 8
safety features 9
a. Insulating cage-type of guard about the boom or arm 10
b. Insulator links on the lift hook connections for back hoes or dippers 11
c. Equipment must meet the safety requirements as set forth by OSHA and the 12
safety requirements of the owner of the high voltage lines 13
4. Work within 6 feet of high voltage electric lines 14
a. Notification shall be given to: 15
1) The power company (example: ONCOR) 16
a) Maintain an accurate log of all such calls to power company and record 17
action taken in each case. 18
b. Coordination with power company 19
1) After notification coordinate with the power company to: 20
a) Erect temporary mechanical barriers, de-energize the lines, or raise or 21
lower the lines 22
c. No personnel may work within 6 feet of a high voltage line before the above 23
requirements have been met. 24
C. Confined Space Entry Program 25
1. Provide and follow approved Confined Space Entry Program in accordance with 26
OSHA requirements. 27
2. Confined Spaces include: 28
a. Manholes 29
b. ired for 30
Confined Spaces 31
D. Use of Explosives, Drop Weight, Etc. 32
1. When Contract Documents permit on the project the following will apply: 33
a. Public Notification 34
1) Submit notice to City and proof of adequate insurance coverage, 24 hours 35
prior to commencing. 36
2) Minimum 24 hour public notification in accordance with Section 01 31 13 37
E. Water Department Coordination 38
1. During the construction of this project, it will be necessary to deactivate, for a 39
period of time, existing lines. The Contractor shall be required to coordinate with 40
the Water Department to determine the best times for deactivating and activating 41
those lines. 42
2. Coordinate any event that will require connecting to or the operation of an existing 43
City water line system with 44
a. Coordination shall be in accordance with Section 33 12 25. 45
01 35 13 - 4
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 11, 2022
b. If needed, obtain a hydrant water meter from the Water Department for use 1
during the life of named project. 2
c. In the event that a water valve on an existing live system be turned off and on 3
to accommodate the construction of the project is required, coordinate this 4
activity through the appropriate City representative. 5
1) Do not operate water line valves of existing water system. 6
a) Failure to comply will render the Contractor in violation of Texas Penal 7
Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 8
will be prosecuted to the full extent of the law. 9
b) In addition, the Contractor will assume all liabilities and 10
responsibilities as a result of these actions. 11
F. Public Notification Prior to Beginning Construction 12
1. Prior to beginning construction on any block in the project, on a block by block 13
basis, prepare and deliver a notice or flyer of the pending construction to the front 14
door of each residence or business that will be impacted by construction. The notice 15
shall be prepared as follows: 16
a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to 17
beginning any construction activity on each block in the project area. 18
1) Prepare flyer on the C include the following 19
information: 20
a) Name of Project 21
b) City Project No (CPN) 22
c) Scope of Project (i.e. type of construction activity) 23
d) Actual construction duration within the block 24
e) Name of phone number 25
f) Name phone number 26
g) Ci s after-hours phone number 27
2) - as Exhibit 28
A. 29
3) City of Fort Worth Door Hangers will be provided to the Contractor for 30
distribution with their notice. 31
4) Submit schedule showing the construction start and finish time for each 32
block of the project to the inspector. 33
5) Deliver flyer to the City Inspector for review prior to distribution. 34
b. No construction will be allowed to begin on any block until the flyer and door 35
hangers are delivered to all residents of the block. 36
G. Public Notification of Temporary Water Service Interruption during Construction 37
1. In the event it becomes necessary to temporarily shut down water service to 38
residents or businesses during construction, prepare and deliver a notice or flyer of 39
the pending interruption to the front door of each affected resident. 40
2. Prepared notice as follows: 41
a. The notification or flyer shall be posted 24 hours prior to the temporary 42
interruption. 43
b. Prepare wing 44
information: 45
1) Name of the project 46
2) City Project Number 47
3) Date of the interruption of service 48
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 11, 2022
4) Period the interruption will take place 1
5) Name of phone number 2
6) Name of the Cit 3
c. A sample of the temporary water service interruption notification is attached as 4
Exhibit B. 5
d. Deliver a copy of the temporary interruption notification to the City inspector 6
for review prior to being distributed. 7
e. No interruption of water service can occur until the flyer has been delivered to 8
all affected residents and businesses. 9
f. Electronic versions of the sample flyers can be obtained from the Project 10
Construction Inspector. 11
H. Coordination with United States Army Corps of Engineers (USACE) 12
1. At locations in the Project where construction activities occur in areas where 13
USACE permits are required, meet all requirements set forth in each designated 14
permit. 15
I. Coordination within Railroad Permit Areas 16
1. At locations in the project where construction activities occur in areas where 17
railroad permits are required, meet all requirements set forth in each designated 18
railroad permit. This includes, but is not limited to, provisions for: 19
a. Flagmen 20
b. Inspectors 21
c. Safety training 22
d. Additional insurance 23
e. Insurance certificates 24
f. Other employees required to protect the right-of-way and property of the 25
Railroad Company from damage arising out of and/or from the construction of 26
the project. Proper utility clearance procedures shall be used in accordance 27
with the permit guidelines. 28
2. Obtain any supplemental information needed to comply 29
requirements. 30
3. Railroad Flagmen 31
a. Submit receipts to City for verification of working days that railroad flagmen 32
were present on Site. 33
J. Dust Control 34
1. Use acceptable measures to control dust at the Site. 35
a. If water is used to control dust, capture and properly dispose of waste water. 36
b. If wet saw cutting is performed, capture and properly dispose of slurry. 37
K. Employee Parking 38
1. Provide parking for employees at locations approved by the City. 39
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 11, 2022
1.5 SUBMITTALS [NOT USED] 1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.7 CLOSEOUT SUBMITTALS [NOT USED] 3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.9 QUALITY ASSURANCE [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
01 35 13 - 7
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 11, 2022
1
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
1.4.B Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
1.4.E Added Contractor responsibility for obtaining a TCEQ Air Permit
3/11/2022 M Owen
Remove references to Air Pollution watch Days and NCTCOG Clean construction
Specification requirements. Clarify need for Door Hangers under in addition to
contractor notification of public.
2
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 11, 2022
EXHIBIT A 1
2
3
4
5
Date: 6
7
CPN No.: 8
Project Name: 9
Mapsco Location: 10
Limits of Construction: 11
12
13
14 15
16
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 17
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18
PROPERTY. 19
20
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 21
OF THIS NOTICE. 22
23
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24
ISSUE, PLEASE CALL: 25
26
27
Mr. <> AT <TELEPHONE NO.> 28
29
OR 30
31
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 32
33
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 34
35
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 36
37
01 35 13 - 9
SPECIAL PROJECT PROCEDURES
Page 9 of 9
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 11, 2022
EXHIBIT B 1
2
3
4
01 45 23 - 1
TESTING AND INSPECTION SERVICES
Page 1 of 2
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 9, 2020
SECTION 01 45 23 1
TESTING AND INSPECTION SERVICES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Testing and inspection services procedures and coordination 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various Items bid. 14
No separate payment will be allowed for this Item. 15
a. Contractor is responsible for performing, coordinating, and payment of all 16
Quality Control testing. 17
b. City is responsible for performing and payment for first set of Quality 18
Assurance testing. 19
1) If the first Quality Assurance test performed by the City fails, the 20
Contractor is responsible for payment of subsequent Quality Assurance 21
testing until a passing test occurs. 22
a) Final acceptance will not be issued by City until all required payments 23
for testing by Contractor have been paid in full. 24
1.3 REFERENCES [NOT USED] 25
1.4 ADMINISTRATIVE REQUIREMENTS 26
A. Testing 27
1. Complete testing in accordance with the Contract Documents. 28
2. Coordination 29
a. When testing is required to be performed by the City, notify City, sufficiently 30
in advance, when testing is needed. 31
b. When testing is required to be completed by the Contractor, notify City, 32
sufficiently in advance, that testing will be performed. 33
3. Distribution of Testing Reports 34
a. Electronic Distribution 35
1) Confirm development of Project directory for electronic submittals to be 36
uploaded to the document management system, or another external 37
FTP site approved by the City. 38
01 45 23 - 2
TESTING AND INSPECTION SERVICES
Page 2 of 2
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 9, 2020
2) Upload test reports to designated project directory and notify appropriate 1
City representatives via email of submittal posting. 2
3) Hard Copies 3
a) 1 copy for all submittals submitted to the Project Representative 4
b. Hard Copy Distribution (if required in lieu of electronic distribution) 5
1) Tests performed by City 6
a) Distribute 1 hard copy to the Contractor 7
2) Tests performed by the Contractor 8
a) 9
4. ickets for each delivered load of 10
Concrete or Lime material including the following information: 11
a. Name of pit 12
b. Date of delivery 13
c. Material delivered 14
B. Inspection 15
1. Inspection or lack of inspection does not relieve the Contractor from obligation to 16
perform work in accordance with the Contract Documents. 17
1.5 SUBMITTALS [NOT USED] 18
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 19
1.7 CLOSEOUT SUBMITTALS [NOT USED] 20
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 21
1.9 QUALITY ASSURANCE [NOT USED] 22
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 23
1.11 FIELD [SITE] CONDITIONS [NOT USED] 24
1.12 WARRANTY [NOT USED] 25
PART 2 - PRODUCTS [NOT USED] 26
PART 3 - EXECUTION [NOT USED] 27
END OF SECTION 28
29
Revision Log
DATE NAME SUMMARY OF CHANGE
3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City s document management system.
30
01 50 00 - 1
TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
SECTION 01 50 00 1
TEMPORARY FACILITIES AND CONTROLS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Provide temporary facilities and controls needed for the Work including, but not 6
necessarily limited to: 7
a. Temporary utilities 8
b. Sanitary facilities 9
c. Storage Sheds and Buildings 10
d. Dust control 11
e. Temporary fencing of the construction site 12
B. Deviations from this City of Fort Worth Standard Specification 13
1. None. 14
C. Related Specification Sections include, but are not necessarily limited to: 15
1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 16
2. Division 1 General Requirements 17
1.2 PRICE AND PAYMENT PROCEDURES 18
A. Measurement and Payment 19
1. Work associated with this Item is considered subsidiary to the various Items bid. 20
No separate payment will be allowed for this Item. 21
1.3 REFERENCES [NOT USED] 22
1.4 ADMINISTRATIVE REQUIREMENTS 23
A. Temporary Utilities 24
1. Obtaining Temporary Service 25
a. Make arrangements with utility service companies for temporary services. 26
b. Abide by rules and regulations of utility service companies or authorities 27
having jurisdiction. 28
c. Be responsible for utility service costs until Work is approved for Final 29
Acceptance. 30
1) Included are fuel, power, light, heat and other utility services necessary for 31
execution, completion, testing and initial operation of Work. 32
2. Water 33
a. Contractor to provide water required for and in connection with Work to be 34
performed and for specified tests of piping, equipment, devices or other use as 35
required for the completion of the Work. 36
b. Provide and maintain adequate supply of potable water for domestic 37
38
c. Coordination 39
1) Contact City 1 week before water for construction is desired 40
01 50 00 - 2
TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
d. Contractor Payment for Construction Water 1
1) Obtain construction water meter from City for payment as billed by City 2
established rates. 3
3. Electricity and Lighting 4
a. Provide and pay for electric powered service as required for Work, including 5
testing of Work. 6
1) Provide power for lighting, operation of equipment, or other use. 7
b. Electric power service includes temporary power service or generator to 8
maintain operations during scheduled shutdown. 9
4. Telephone 10
a. Provide emergency telephone service at Site for use by Contractor personnel 11
and others performing work or furnishing services at Site. 12
5. Temporary Heat and Ventilation 13
a. Provide temporary heat as necessary for protection or completion of Work. 14
b. Provide temporary heat and ventilation to assure safe working conditions. 15
B. Sanitary Facilities 16
1. Provide and maintain sanitary facilities for persons on Site. 17
a. Comply with regulations of State and local departments of health. 18
2. Enforce use of sanitary facilities by construction personnel at job site. 19
a. Enclose and anchor sanitary facilities. 20
b. No discharge will be allowed from these facilities. 21
c. Collect and store sewage and waste so as not to cause nuisance or health 22
problem. 23
d. Haul sewage and waste off-site at no less than weekly intervals and properly 24
dispose in accordance with applicable regulation. 25
3. Locate facilities near Work Site and keep clean and maintained throughout Project. 26
4. Remove facilities at completion of Project 27
C. Storage Sheds and Buildings 28
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 29
above ground level for materials and equipment susceptible to weather damage. 30
2. Storage of materials not susceptible to weather damage may be on blocks off 31
ground. 32
3. Store materials in a neat and orderly manner. 33
a. Place materials and equipment to permit easy access for identification, 34
inspection and inventory. 35
4. Equip building with lockable doors and lighting, and provide electrical service for 36
equipment space heaters and heating or ventilation as necessary to provide storage 37
environments acceptable to specified manufacturers. 38
5. Fill and grade site for temporary structures to provide drainage away from 39
temporary and existing buildings. 40
6. Remove building from site prior to Final Acceptance. 41
D. Temporary Fencing 42
1. Provide and maintain for the duration or construction when required in contract 43
documents 44
E. Dust Control 45
01 50 00 - 3
TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
1. Contractor is responsible for maintaining dust control through the duration of the 1
project. 2
a. Contractor remains on-call at all times 3
b. Must respond in a timely manner 4
F. Temporary Protection of Construction 5
1. Contractor or subcontractors are responsible for protecting Work from damage due 6
to weather. 7
1.5 SUBMITTALS [NOT USED] 8
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9
1.7 CLOSEOUT SUBMITTALS [NOT USED] 10
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11
1.9 QUALITY ASSURANCE [NOT USED] 12
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13
1.11 FIELD [SITE] CONDITIONS [NOT USED] 14
1.12 WARRANTY [NOT USED] 15
PART 2 - PRODUCTS [NOT USED] 16
PART 3 - EXECUTION [NOT USED] 17
3.1 INSTALLERS [NOT USED] 18
3.2 EXAMINATION [NOT USED] 19
3.3 PREPARATION [NOT USED] 20
3.4 INSTALLATION 21
A. Temporary Facilities 22
1. Maintain all temporary facilities for duration of construction activities as needed. 23
3.5 [REPAIR] / [RESTORATION] 24
3.6 RE-INSTALLATION 25
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 26
3.8 SYSTEM STARTUP [NOT USED] 27
3.9 ADJUSTING [NOT USED] 28
3.10 CLEANING [NOT USED] 29
3.11 CLOSEOUT ACTIVITIES 30
A. Temporary Facilities 31
01 50 00 - 4
TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
1. Remove all temporary facilities and restore area after completion of the Work, to a 1
condition equal to or better than prior to start of Work. 2
3.12 PROTECTION [NOT USED] 3
3.13 MAINTENANCE [NOT USED] 4
3.14 ATTACHMENTS [NOT USED] 5
END OF SECTION 6
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8
01 55 26 - 1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 22, 2021
SECTION 01 55 26 1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Administrative procedures for: 6
a. Street Use Permit 7
b. Modification of approved traffic control 8
c. Removal of Street Signs 9
B. Deviations from this City of Fort Worth Standard Specification 10
1. None. 11
C. Related Specification Sections include, but are not necessarily limited to: 12
1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 13
2. Division 1 General Requirements 14
3. Section 34 71 13 Traffic Control 15
1.2 PRICE AND PAYMENT PROCEDURES 16
A. Measurement and Payment 17
1. Work associated with this Item is considered subsidiary to the various Items bid. 18
No separate payment will be allowed for this Item. 19
1.3 REFERENCES 20
A. Reference Standards 21
1. Reference standards cited in this specification refer to the current reference standard 22
published at the time of the latest revision date logged at the end of this 23
specification, unless a date is specifically cited. 24
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 25
1.4 ADMINISTRATIVE REQUIREMENTS 26
A. Traffic Control 27
1. General 28
a. Contractor shall minimize lane closures and impact to vehicular/pedestrian 29
traffic. 30
b. When traffic control plans are included in the Drawings, provide Traffic 31
Control in accordance with Drawings and Section 34 71 13. 32
c. When traffic control plans are not included in the Drawings, prepare traffic 33
control plans in accordance with Section 34 71 13 and submit to City for 34
review. 35
1) Allow minimum 10 working days for review of proposed Traffic Control. 36
01 55 26 - 2
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 22, 2021
2) A traffic control Typical published by City of Fort Worth, the Texas 1
Manual unified Traffic Control Devices (TMUTCD) or Texas Department 2
of Transportation (TxDOT) can be used as an alternative to preparing a 3
project/site specific traffic control plan if the typical is applicable to the 4
specific project/site. 5
B. Street Use Permit 6
1. Prior to installation of Traffic Control, a City Street Use Permit is required. 7
a. To obtain Street Use Permit, submit Traffic Control Plans to City 8
Transportation and Public Works Department. 9
1) Allow a minimum of 5 working days for permit review. 10
2) 11
Street Use Permit, such that construction is not delayed. 12
C. Modification to Approved Traffic Control 13
1. Prior to installation traffic control: 14
a. Submit revised traffic control plans to City Department Transportation and 15
Public Works Department. 16
1) Revise Traffic Control plans in accordance with Section 34 71 13. 17
2) Allow minimum 5 working days for review of revised Traffic Control. 18
3) It is the dinate review of Traffic Control 19
plans for Street Use Permit, such that construction is not delayed. 20
D. Removal of Street Sign 21
1. If it is determined that a street sign must be removed for construction, then contact 22
City Transportation and Public Works Department, Signs and Markings Division to 23
remove the sign. 24
E. Temporary Signage 25
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 26
requirements of the latest edition of the Texas Manual on Uniform Traffic Control 27
Devices (MUTCD). 28
2. Install temporary sign before the removal of permanent sign. 29
3. When construction is complete, to the extent that the permanent sign can be 30
reinstalled, contact the City Transportation and Public Works Department, Signs 31
and Markings Division, to reinstall the permanent sign. 32
F. Traffic Control Standards 33
1. Traffic Control Standards website. 34
1.5 SUBMITTALS 35
A. Submit all required documentation to City s Project Representative. 36
01 55 26 - 3
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 22, 2021
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1
1.7 CLOSEOUT SUBMITTALS [NOT USED] 2
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3
1.9 QUALITY ASSURANCE [NOT USED] 4
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 5
1.11 FIELD [SITE] CONDITIONS [NOT USED] 6
1.12 WARRANTY [NOT USED] 7
PART 2 - PRODUCTS [NOT USED] 8
PART 3 - EXECUTION [NOT USED] 9
END OF SECTION 10
11
Revision Log
DATE NAME SUMMARY OF CHANGE
3/22/21021 M. Owen
1.4.A. Added language to emphasize minimizing of lane closures and impact to
traffic.
1.4.A.1.c Added language to allow for use of published traffic control Typicals if
applicable to specific project/site.
1.4.F. 1) Removed reference to Buzzsaw
1.5 Added language re: submittal of permit
12
01 57 13 - 1
STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
SECTION 01 57 13 1
STORM WATER POLLUTION PREVENTION 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Procedures for Storm Water Pollution Prevention Plans 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 Bidding Requirements, Contract Forms and Conditions of the 10
Contract 11
2. Division 1 General Requirements 12
3. Section 31 25 00 Erosion and Sediment Control 13
1.2 PRICE AND PAYMENT PROCEDURES 14
A. Measurement and Payment 15
1. Construction Activities resulting in less than 1 acre of disturbance 16
a. Work associated with this Item is considered subsidiary to the various Items 17
bid. No separate payment will be allowed for this Item. 18
2. Construction Activities resulting in greater than 1 acre of disturbance 19
a. Measurement and Payment shall be in accordance with Section 31 25 00. 20
1.3 REFERENCES 21
A. Abbreviations and Acronyms 22
1. Notice of Intent: NOI 23
2. Notice of Termination: NOT 24
3. Storm Water Pollution Prevention Plan: SWPPP 25
4. Texas Commission on Environmental Quality: TCEQ 26
5. Notice of Change: NOC 27
A. Reference Standards 28
1. Reference standards cited in this Specification refer to the current reference 29
standard published at the time of the latest revision date logged at the end of this 30
Specification, unless a date is specifically cited. 31
2. Integrated Storm Management (iSWM) Technical Manual for Construction 32
Controls 33
1.4 ADMINISTRATIVE REQUIREMENTS 34
A. General 35
1. Contractor is responsible for resolution and payment of any fines issued associated 36
with compliance to Stormwater Pollution Prevention Plan. 37
01 57 13 - 2
STORM WATER POLLUTION PREVENTION
Page 2 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
B. Construction Activities resulting in: 1
1. Less than 1 acre of disturbance 2
a. Provide erosion and sediment control in accordance with Section 31 25 00 and 3
Drawings. 4
2. 1 to less than 5 acres of disturbance 5
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 6
Permit is required 7
b. Complete SWPPP in accordance with TCEQ requirements 8
1) TCEQ Small Construction Site Notice Required under general permit 9
TXR150000 10
a) Sign and post at job site 11
b) Prior to Preconstruction Meeting, send 1 copy to City Department of 12
Transportation and Public Works, Environmental Division, (817) 392-13
6088. 14
2) Provide erosion and sediment control in accordance with: 15
a) Section 31 25 00 16
b) The Drawings 17
c) TXR150000 General Permit 18
d) SWPPP 19
e) TCEQ requirements 20
3. 5 acres or more of Disturbance 21
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 22
Permit is required 23
b. Complete SWPPP in accordance with TCEQ requirements 24
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 25
a) Sign and post at job site 26
b) Send copy to City Department of Transportation and Public Works, 27
Environmental Division, (817) 392-6088. 28
2) TCEQ Notice of Change required if making changes or updates to NOI 29
3) Provide erosion and sediment control in accordance with: 30
a) Section 31 25 00 31
b) The Drawings 32
c) TXR150000 General Permit 33
d) SWPPP 34
e) TCEQ requirements 35
4) Once the project has been completed and all the closeout requirements of 36
TCEQ have been met a TCEQ Notice of Termination can be submitted. 37
a) Send copy to City Department of Transportation and Public Works, 38
Environmental Division, (817) 392-6088. 39
1.5 SUBMITTALS 40
A. SWPPP 41
1. Submit in accordance with Section 01 33 00, except as stated herein. 42
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 43
as follows: 44
1) 1 copy to the City Project Manager 45
a) City Project Manager will forward to the City Department of 46
Transportation and Public Works, Environmental Division for review 47
01 57 13 - 3
STORM WATER POLLUTION PREVENTION
Page 3 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
B. Modified SWPPP 1
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 2
in accordance with Section 01 33 00. 3
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 4
1.7 CLOSEOUT SUBMITTALS [NOT USED] 5
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6
1.9 QUALITY ASSURANCE [NOT USED] 7
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8
1.11 FIELD [SITE] CONDITIONS [NOT USED] 9
1.12 WARRANTY [NOT USED] 10
PART 2 - PRODUCTS [NOT USED] 11
PART 3 - EXECUTION [NOT USED] 12
END OF SECTION 13
14
Revision Log
DATE NAME SUMMARY OF CHANGE
15
01 58 13 - 1
TEMPORARY PROJECT SIGNAGE
Page 1 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
SECTION 01 58 13 1
TEMPORARY PROJECT SIGNAGE 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Temporary Project Signage Requirements 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various Items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 17
1.5 SUBMITTALS [NOT USED] 18
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 19
1.7 CLOSEOUT SUBMITTALS [NOT USED] 20
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 21
1.9 QUALITY ASSURANCE [NOT USED] 22
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 23
1.11 FIELD [SITE] CONDITIONS [NOT USED] 24
1.12 WARRANTY [NOT USED] 25
PART 2 - PRODUCTS 26
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 27
2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 28
A. Design Criteria 29
1. Provide free standing Project Designation Sign in accordance with 30
Details for project signs. 31
01 58 13 - 2
TEMPORARY PROJECT SIGNAGE
Page 2 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
B. Materials 1
1. Sign 2
a. Constructed of ¾-inch fir plywood, grade A-C (exterior) or better 3
2.3 ACCESSORIES [NOT USED] 4
2.4 SOURCE QUALITY CONTROL [NOT USED] 5
PART 3 - EXECUTION 6
3.1 INSTALLERS [NOT USED] 7
3.2 EXAMINATION [NOT USED] 8
3.3 PREPARATION [NOT USED] 9
3.4 INSTALLATION 10
A. General 11
1. Provide vertical installation at extents of project. 12
2. Relocate sign as needed, upon request of the City. 13
B. Mounting options 14
a. Skids 15
b. Posts 16
c. Barricade 17
3.5 REPAIR / RESTORATION [NOT USED] 18
3.6 RE-INSTALLATION [NOT USED] 19
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20
3.8 SYSTEM STARTUP [NOT USED] 21
3.9 ADJUSTING [NOT USED] 22
3.10 CLEANING [NOT USED] 23
3.11 CLOSEOUT ACTIVITIES [NOT USED] 24
3.12 PROTECTION [NOT USED] 25
3.13 MAINTENANCE 26
A. General 27
1. Maintenance will include painting and repairs as needed or directed by the City. 28
3.14 ATTACHMENTS [NOT USED] 29
END OF SECTION 30
31
01 58 13 - 3
TEMPORARY PROJECT SIGNAGE
Page 3 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
1
Revision Log
DATE NAME SUMMARY OF CHANGE
2
01 60 00 - 1
PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 9, 2020
SECTION 01 60 00 1
PRODUCT REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. References for Product Requirements and City Standard Products List 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 12
1.3 REFERENCES [NOT USED] 13
1.4 ADMINISTRATIVE REQUIREMENTS 14
A. A list of City approved products for use is available through the City s website at: 15
https://apps.fortworthtexas.gov/ProjectResources/ and following the directory path: 16
1. 02-Construction Documents/Standard Products List 17
B. O rd Product List in these Contract 18
Documents shall be allowed for use on the Project. 19
1. Any subsequently approved products will only be allowed for use upon specific 20
approval by the City. 21
C. Any specific product requirements in the Contract Documents supersede similar 22
23
1. The City reserves the right to not allow products to be used for certain projects even 24
25
D. Although a specific product is includ26
products from that manufacturer are approved for use, including but not limited to, that 27
28
E. 29
Standard Product List. 30
1.5 SUBMITTALS [NOT USED] 31
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32
1.7 CLOSEOUT SUBMITTALS [NOT USED] 33
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34
1.9 QUALITY ASSURANCE [NOT USED] 35
01 60 00 - 2
PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 9, 2020
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1
1.11 FIELD [SITE] CONDITIONS [NOT USED] 2
1.12 WARRANTY [NOT USED] 3
PART 2 - PRODUCTS [NOT USED] 4
PART 3 - EXECUTION [NOT USED] 5
END OF SECTION 6
7
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson
3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City website.
8
01 66 00 - 1
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
SECTION 01 66 00 1
PRODUCT STORAGE AND HANDLING REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Scheduling of product delivery 6
2. Packaging of products for delivery 7
3. Protection of products against damage from: 8
a. Handling 9
b. Exposure to elements or harsh environments 10
B. Deviations from this City of Fort Worth Standard Specification 11
1. None. 12
C. Related Specification Sections include, but are not necessarily limited to: 13
1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 14
2. Division 1 General Requirements 15
1.2 PRICE AND PAYMENT PROCEDURES 16
A. Measurement and Payment 17
1. Work associated with this Item is considered subsidiary to the various Items bid. 18
No separate payment will be allowed for this Item. 19
1.3 REFERENCES [NOT USED] 20
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 21
1.5 SUBMITTALS [NOT USED] 22
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 23
1.7 CLOSEOUT SUBMITTALS [NOT USED] 24
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25
1.9 QUALITY ASSURANCE [NOT USED] 26
1.10 DELIVERY AND HANDLING 27
A. Delivery Requirements 28
1. Schedule delivery of products or equipment as required to allow timely installation 29
and to avoid prolonged storage. 30
2. Provide appropriate personnel and equipment to receive deliveries. 31
3. Delivery trucks will not be permitted to wait extended periods of time on the Site 32
for personnel or equipment to receive the delivery. 33
01 66 00 - 2
PRODUCT STORAGE AND HANDLING REQUIREMENTS
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
4. Deliver products or equipment in manufacturer's original unbroken cartons or other 1
containers designed and constructed to protect the contents from physical or 2
environmental damage. 3
5. Clearly and fully mark and identify as to manufacturer, item and installation 4
location. 5
6. Provide manufacturer's instructions for storage and handling. 6
B. Handling Requirements 7
1. Handle products or equipment in accordance with these Contract Documents and 8
9
C. Storage Requirements 10
1. 11
requirements of these Specifications. 12
2. Make necessary provisions for safe storage of materials and equipment. 13
a. Place loose soil materials and materials to be incorporated into Work to prevent 14
damage to any part of Work or existing facilities and to maintain free access at 15
all times to all parts of Work and to utility service company installations in 16
vicinity of Work. 17
3. Keep materials and equipment neatly and compactly stored in locations that will 18
cause minimum inconvenience to other contractors, public travel, adjoining owners, 19
tenants and occupants. 20
a. Arrange storage to provide easy access for inspection. 21
4. Restrict storage to areas available on construction site for storage of material and 22
equipment as shown on Drawings, or approved by 23
5. Provide off-site storage and protection when on-site storage is not adequate. 24
a. Provide addresses of and access to off-site storage locations for inspection by 25
epresentative. 26
6. Do not use lawns, grass plots or other private property for storage purposes without 27
written permission of owner or other person in possession or control of premises. 28
7. 29
8. Neatly, safely and compactly stack materials delivered and stored along line of 30
Work to avoid inconvenience and damage to property owners and general public 31
and maintain at least 3 feet from fire hydrant. 32
9. Keep public and private driveways and street crossings open. 33
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 34
satisfaction of . 35
a. Total length which materials may be distributed along route of construction at 36
one time is 1,000 linear feet, unless otherwise approved in writing by 37
Project Representative. 38
01 66 00 - 3
PRODUCT STORAGE AND HANDLING REQUIREMENTS
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
1.11 FIELD [SITE] CONDITIONS [NOT USED] 1
1.12 WARRANTY [NOT USED] 2
PART 2 - PRODUCTS [NOT USED] 3
PART 3 - EXECUTION 4
3.1 INSTALLERS [NOT USED] 5
3.2 EXAMINATION [NOT USED] 6
3.3 PREPARATION [NOT USED] 7
3.4 ERECTION [NOT USED] 8
3.5 REPAIR / RESTORATION [NOT USED] 9
3.6 RE-INSTALLATION [NOT USED] 10
3.7 FIELD [OR] SITE QUALITY CONTROL 11
A. Tests and Inspections 12
1. Inspect all products or equipment delivered to the site prior to unloading. 13
B. Non-Conforming Work 14
1. Reject all products or equipment that are damaged, used or in any other way 15
unsatisfactory for use on the project. 16
3.8 SYSTEM STARTUP [NOT USED] 17
3.9 ADJUSTING [NOT USED] 18
3.10 CLEANING [NOT USED] 19
3.11 CLOSEOUT ACTIVITIES [NOT USED] 20
3.12 PROTECTION 21
A. Protect all products or equipment in accordance with manufacturer's written directions. 22
B. Store products or equipment in location to avoid physical damage to items while in 23
storage. 24
C. Protect equipment from exposure to elements and keep thoroughly dry if required by 25
the manufacturer. 26
3.13 MAINTENANCE [NOT USED] 27
3.14 ATTACHMENTS [NOT USED] 28
END OF SECTION 29
30
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PRODUCT STORAGE AND HANDLING REQUIREMENTS
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
Revision Log
DATE NAME SUMMARY OF CHANGE
1
01 70 00 - 1
MOBILIZATION AND REMOBILIZATION
Page 1 of 4
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised November 22, 2016
SECTION 01 70 00 1
MOBILIZATION AND REMOBILIZATION 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Mobilization and Demobilization 6
a. Mobilization 7
1) Transportation of 8
to the Site 9
2) 10
at the Site 11
3) Premiums paid for performance and payment bonds 12
4) ent, and operating supplies 13
to another location within the designated Site 14
5) Relocation 15
from 1 location to another location on the Site. 16
b. Demobilization 17
1) quipment, and operating supplies 18
away from the Site including disassembly 19
2) Site Clean-up 20
3) Removal of all buildings and/or other facilities assembled at the Site for this 21
Contract 22
c. Mobilization and Demobilization do not include activities for specific items of 23
work that are for which payment is provided elsewhere in the contract. 24
2. Remobilization 25
a. Remobilization for Suspension of Work specifically required in the Contract 26
Documents or as required by City includes: 27
1) Demobilization 28
a) sonnel, equipment, and operating 29
supplies from the Site including disassembly or temporarily securing 30
equipment, supplies, and other facilities as designated by the Contract 31
Documents necessary to suspend the Work. 32
b) Site Clean-up as designated in the Contract Documents 33
2) Remobilization 34
a) 35
supplies to the Site necessary to resume the Work. 36
b) Establishm37
operation at the Site necessary to resume the Work. 38
3) No Payments will be made for: 39
a) Mobilization and Demobilization from one location to another on the 40
Site in the normal progress of performing the Work. 41
b) Stand-by or idle time 42
c) Lost profits 43
3. Mobilizations and Demobilization for Miscellaneous Projects 44
a. Mobilization and Demobilization 45
01 70 00 - 2
MOBILIZATION AND REMOBILIZATION
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised November 22, 2016
1) Mobilization shall consist of the activities and cost on a Work Order basis 1
necessary for: 2
a) onnel, equipment, and operating 3
supplies to the Site for the issued Work Order. 4
b) Establishment of nec5
operation at the Site for the issued Work Order 6
2) Demobilization shall consist of the activities and cost necessary for: 7
a) 8
supplies from the Site including disassembly for each issued Work 9
Order 10
b) Site Clean-up for each issued Work Order 11
c) Removal of all buildings or other facilities assembled at the Site for 12
each Work Oder 13
b. Mobilization and Demobilization do not include activities for specific items of 14
work for which payment is provided elsewhere in the contract. 15
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 16
a. A Mobilization for Miscellaneous Projects when directed by the City and the 17
mobilization occurs within 24 hours of the issuance of the Work Order. 18
B. Deviations from this City of Fort Worth Standard Specification 19
1. None. 20
C. Related Specification Sections include, but are not necessarily limited to: 21
1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 22
2. Division 1 General Requirements 23
1.2 PRICE AND PAYMENT PROCEDURES 24
A. Measurement and Payment 25
1. Mobilization and Demobilization 26
a. Measure 27
1) This Item is considered subsidiary to the various Items bid. 28
b. Payment 29
1) The work performed and materials furnished in accordance with this Item 30
are subsidiary to the various Items bid and no other compensation will be 31
allowed. 32
2. Remobilization for suspension of Work as specifically required in the Contract 33
Documents 34
a. Measurement 35
1) Measurement for this Item shall be per each remobilization performed. 36
b. Payment 37
1) The work performed and materials furnished in accordance with this Item 38
and will be paid for at the unit 39
40
Documents. 41
c. The price shall include: 42
1) Demobilization as described in Section 1.1.A.2.a.1) 43
2) Remobilization as described in Section 1.1.A.2.a.2) 44
d. No payments will be made for standby, idle time, or lost profits associated this 45
Item. 46
01 70 00 - 3
MOBILIZATION AND REMOBILIZATION
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised November 22, 2016
3. Remobilization for suspension of Work as required by City 1
a. Measurement and Payment 2
1) This shall be submitted as a Contract Claim in accordance with Article 10 3
of Section 00 72 00. 4
2) No payments will be made for standby, idle time, or lost profits associated 5
with this Item. 6
4. Mobilizations and Demobilizations for Miscellaneous Projects 7
a. Measurement 8
1) Measurement for this Item shall be for each Mobilization and 9
Demobilization required by the Contract Documents 10
b. Payment 11
1) The Work performed and materials furnished in accordance with this Item 12
a will be paid for at the unit 13
Work Order Mobilization ance with Contract 14
Documents. Demobilization shall be considered subsidiary to mobilization 15
and shall not be paid for separately. 16
c. The price shall include: 17
1) Mobilization as described in Section 1.1.A.3.a.1) 18
2) Demobilization as described in Section 1.1.A.3.a.2) 19
d. No payments will be made for standby, idle time, or lost profits associated this 20
Item. 21
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 22
a. Measurement 23
1) Measurement for this Item shall be for each Mobilization and 24
Demobilization required by the Contract Documents 25
b. Payment 26
1) The Work performed and materials furnished in accordance with this Item 27
will be paid for at the unit 28
price per each Work Order Emergency Mobilization29
Contract Documents. Demobilization shall be considered subsidiary to 30
mobilization and shall not be paid for separately. 31
c. The price shall include 32
1) Mobilization as described in Section 1.1.A.4.a) 33
2) Demobilization as described in Section 1.1.A.3.a.2) 34
d. No payments will be made for standby, idle time, or lost profits associated this 35
Item. 36
1.3 REFERENCES [NOT USED] 37
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 38
1.5 SUBMITTALS [NOT USED] 39
1.6 INFORMATIONAL SUBMITTALS [NOT USED] 40
1.7 CLOSEOUT SUBMITTALS [NOT USED] 41
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 42
1.9 QUALITY ASSURANCE [NOT USED] 43
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 44
01 70 00 - 4
MOBILIZATION AND REMOBILIZATION
Page 4 of 4
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised November 22, 2016
1.11 FIELD [SITE] CONDITIONS [NOT USED] 1
1.12 WARRANTY [NOT USED] 2
PART 2 - PRODUCTS [NOT USED] 3
PART 3 - EXECUTION [NOT USED] 4
END OF SECTION 5
6
Revision Log
DATE NAME SUMMARY OF CHANGE
11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to
make specification flexible for either subsidiary or paid bid item for Mobilization.
7
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CONSTRUCTION STAKING AND SURVEY
Page 1 of 8
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised February 14, 2018
SECTION 01 71 23 1
CONSTRUCTION STAKING AND SURVEY 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Requirements for construction staking and construction survey 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Construction Staking 14
a. Measurement 15
1) Measurement for this Item shall be by lump sum. 16
b. Payment 17
1) The work performed and the materials furnished in accordance with this 18
i 19
2) 20
prorated by work completed compared to total work included in the lump 21
sum item. 22
c. The price bid shall include, but not be limited to the following: 23
1) Verification of control data provided by City. 24
2) Placement, maintenance and replacement of required stakes and markings 25
in the field. 26
3) Preparation and submittal of construction staking documentation in the 27
28
2. Construction Survey 29
a. Measurement 30
1) This Item is considered subsidiary to the various Items bid. 31
b. Payment 32
1) The work performed and the materials furnished in accordance with this 33
Item are subsidiary to the various Items bid and no other compensation will be 34
allowed. 35
3. As-Built Survey 36
a. Measurement 37
1) Measurement for this Item shall be by lump sum. 38
b. Payment 39
1) The work performed and the materials furnished in accordance with this 40
- 41
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CONSTRUCTION STAKING AND SURVEY
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised February 14, 2018
2) rtial payments 1
prorated by work completed compared to total work included in the lump sum 2
item. 3
c. The price bid shall include, but not be limited to the following:: 4
1) Field measurements and survey shots to identify location of completed 5
facilities. 6
2) Documentation and submittal of as-built survey data onto contractor redline 7
plans and digital survey files. 8
9
1.3 REFERENCES 10
A. Definitions 11
1. Construction Survey - The survey measurements made prior to or while 12
construction is in progress to control elevation, horizontal position, dimensions and 13
configuration of structures/improvements included in the Project Drawings. 14
2. As-built Survey The measurements made after the construction of the 15
improvement features are complete to provide position coordinates for the features 16
of a project. 17
3. Construction Staking The placement of stakes and markings to provide offsets 18
and elevations to cut and fill in order to locate on the ground the designed 19
structures/improvements included in the Project Drawings. Construction staking 20
shall include staking easements and/or right of way if indicated on the plans. 21
4. Measurements made after construction staking is 22
completed and before construction work begins to ensure that structures marked on 23
the ground are accurately located per Project Drawings. 24
B. Technical References 25
1. City of Fort Worth 26
website) 01 71 23.16.01_ Attachment A_Survey Staking Standards 27
2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 28
29
3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 30
4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 31
Surveying in the State of Texas, Category 5 32
33
1.4 ADMINISTRATIVE REQUIREMENTS 34
A. 35
Code 2254 (qualifications based selection) for this project. 36
1.5 SUBMITTALS 37
A. Submittals, if required, shall be in accordance with Section 01 33 00. 38
B. All submittals shall be received and reviewed by the City prior to delivery of work. 39
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 40
A. Field Quality Control Submittals 41
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CONSTRUCTION STAKING AND SURVEY
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised February 14, 2018
1. Documentation verifying accuracy of field engineering work, including coordinate 1
conversions if plans do not indicate grid or ground coordinates. 2
2. -3
(refer to 01 71 23.16.01 Attachment A Survey Staking Standards). 4
1.7 CLOSEOUT SUBMITTALS 5
B. As-built Redline Drawing Submittal 6
1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 7
constructed improvements signed and sealed by Registered Professional Land 8
Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 Attachment A 9
Survey Staking Standards) . 10
2. Contractor shall submit the proposed as-built and completed redline drawing 11
submittal one (1) week prior to scheduling the project final inspection for City 12
review and comment. Revisions, if necessary, shall be made to the as-built redline 13
drawings and resubmitted to the City prior to scheduling the construction final 14
inspection. 15
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16
1.9 QUALITY ASSURANCE 17
A. Construction Staking 18
1. Construction staking will be performed by the Contractor. 19
2. Coordination 20
a. at least one week in advance notifying 21
the City of when Construction Staking is scheduled. 22
b. 23
construction activities are not delayed or negatively impacted. 24
3. General 25
a. Contractor is responsible for preserving and maintaining stakes. If City 26
surveyors are required to re-stake for any reason, the Contractor will be 27
responsible for costs to perform staking. If in the opinion of the City, a 28
sufficient number of stakes or markings have been lost, destroyed disturbed or 29
omitted that the contracted Work cannot take place then the Contractor will be 30
required to stake or re-stake the deficient areas. 31
B. Construction Survey 32
1. Construction Survey will be performed by the Contractor. 33
2. Coordination 34
a. Contractor to verify that horizontal and vertical control data established in the 35
design survey and required for construction survey is available and in place. 36
3. General 37
a. Construction survey will be performed in order to construct the work shown 38
on the Construction Drawings and specified in the Contract Documents. 39
b. For construction methods other than open cut, the Contractor shall perform 40
construction survey and verify control data including, but not limited to, the 41
following: 42
1) Verification that established benchmarks and control are accurate. 43
01 71 23 - 4
CONSTRUCTION STAKING AND SURVEY
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised February 14, 2018
2) Use of Benchmarks to furnish and maintain all reference lines and grades 1
for tunneling. 2
3) Use of line and grades to establish the location of the pipe. 3
4) Submit to the City copies of field notesused to establish all lines and 4
grades, if requested, and allow the City to check guidance system setup prior 5
to beginning each tunneling drive. 6
5) Provide access for the City, if requested, to verify the guidance system and 7
the line and grade of the carrier pipe. 8
6) The Contractor remains fully responsible for the accuracy of the work and 9
correction of it, as required. 10
7) Monitor line and grade continuously during construction. 11
8) Record deviation with respect to design line and grade once at each pipe 12
joint and submit daily records to the City. 13
9) If the installation does not meet the specified tolerances (as outlined in 14
Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 15
the installation in accordance with the Contract Documents. 16
C. As-Built Survey 17
1. Required As-Built Survey will be performed by the Contractor. 18
2. Coordination 19
a. Contractor is to coordinate with City to confirm which features require as-20
built surveying. 21
b. It is the Contractor as-built survey and 22
required measurements for items that are to be buried such that construction 23
activities are not delayed or negatively impacted. 24
c. and under in diameter, it is acceptable 25
to physically measure depth and mark the location during the progress of 26
construction and take as-built survey after the facility has been buried. The 27
Contractor is responsible for the quality control needed to ensure accuracy. 28
3. General 29
a. The Contractor shall provide as-built survey including the elevation and 30
location (and provide written documentation to the City) of construction 31
features during the progress of the construction including the following: 32
1) Water Lines 33
a) Top of pipe elevations and coordinates for waterlines at the following 34
locations: 35
(1) Minimum every 250 linear feet, including 36
(2) Horizontal and vertical points of inflection, curvature, 37
etc. 38
(3) Fire line tee 39
(4) Plugs, stub-outs, dead-end lines 40
(5) Casing pipe (each end) and all buried fittings 41
2) Sanitary Sewer 42
a) Top of pipe elevations and coordinates for force mains and siphon 43
sanitary sewer lines (non-gravity facilities) at the following locations: 44
(1) Minimum every 250 linear feet and any buried fittings 45
(2) Horizontal and vertical points of inflection, curvature, 46
etc. 47
3) Stormwater Not Applicable 48
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CONSTRUCTION STAKING AND SURVEY
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised February 14, 2018
b. The Contractor shall provide as-built survey including the elevation and 1
location (and provide written documentation to the City) of construction 2
features after the construction is completed including the following: 3
1) Manholes 4
a) Rim and flowline elevations and coordinates for each manhole 5
2) Water Lines 6
a) Cathodic protection test stations 7
b) Sampling stations 8
c) Meter boxes/vaults (All sizes) 9
d) Fire hydrants 10
e) Valves (gate, butterfly, etc.) 11
f) Air Release valves (Manhole rim and vent pipe) 12
g) Blow off valves (Manhole rim and valve lid) 13
h) Pressure plane valves 14
i) Underground Vaults 15
(1) Rim and flowline elevations and coordinates for each 16
Underground Vault. 17
3) Sanitary Sewer 18
a) Cleanouts 19
(1) Rim and flowline elevations and coordinates for each 20
b) Manholes and Junction Structures 21
(1) Rim and flowline elevations and coordinates for each 22
manhole and junction structure. 23
4) Stormwater Not Applicable 24
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25
1.11 FIELD [SITE] CONDITIONS [NOT USED] 26
1.12 WARRANTY 27
PART 2 - PRODUCTS 28
A. A construction survey will produce, but will not be limited to: 29
1. Recovery of relevant control points, points of curvature and points of intersection. 30
2. Establish temporary horizontal and vertical control elevations (benchmarks) 31
sufficiently permanent and located in a manner to be used throughout construction. 32
3. The location of planned facilities, easements and improvements. 33
a. Establishing final line and grade stakes for piers, floors, grade beams, parking 34
areas, utilities, streets, highways, tunnels, and other construction. 35
b. A record of revisions or corrections noted in an orderly manner for reference. 36
c. A drawing, when required by the client, indicating the horizontal and vertical 37
location of facilities, easements and improvements, as built. 38
4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 39
construction staking projects. These cut sheets shall be on the standard city template 40
which can be obtained from the Survey Superintendent (817-392-7925). 41
5. Digital survey files in the following formats shall be acceptable: 42
a. AutoCAD (.dwg) 43
b. ESRI Shapefile (.shp) 44
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CONSTRUCTION STAKING AND SURVEY
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised February 14, 2018
c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 1
standard templates, if available) 2
6. Survey files shall include vertical and horizontal data tied to original project 3
control and benchmarks, and shall include feature descriptions 4
PART 3 - EXECUTION 5
3.1 INSTALLERS 6
A. Tolerances: 7
1. The staked location of any improvement or facility should be as accurate as 8
practical and necessary. The degree of precision required is dependent on many 9
factors all of which must remain judgmental. The tolerances listed hereafter are 10
based on generalities and, under certain circumstances, shall yield to specific 11
requirements. The surveyor shall assess any situation by review of the overall plans 12
and through consultation with responsible parties as to the need for specific 13
tolerances. 14
a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 15
tolerance. Horizontal alignment for earthwork and rough cut should not exceed 16
1.0 ft. tolerance. 17
b. Horizontal alignment on a structure shall be within .0.1ft tolerance. 18
c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 19
walkways shall be located within the confines of the site boundaries and, 20
occasionally, along a boundary or any other restrictive line. Away from any 21
restrictive line, these facilities should be staked with an accuracy producing no 22
more than 0.05ft. tolerance from their specified locations. 23
d. Underground and overhead utilities, such as sewers, gas, water, telephone and 24
electric lines, shall be located horizontally within their prescribed areas or 25
easements. Within assigned areas, these utilities should be staked with an 26
accuracy producing no more than 0.1 ft tolerance from a specified location. 27
e. The accuracy required for the vertical location of utilities varies widely. Many 28
underground utilities require only a minimum cover and a tolerance of 0.1 ft. 29
should be maintained. Underground and overhead utilities on planned profile, 30
but not depending on gravity flow for performance, should not exceed 0.1 ft. 31
tolerance. 32
B. 33
specifications or in compliance to standards. The City reserves the right to request a 34
calibration report at any time and recommends regular maintenance schedule be 35
performed by a certified technician every 6 months. 36
1. Field measurements of angles and distances shall be done in such fashion as to 37
satisfy the closures and tolerances expressed in Part 3.1.A. 38
2. Vertical locations shall be established from a pre-established benchmark and 39
checked by closing to a different bench mark on the same datum. 40
3. Construction survey f41
or conflicts found shall be reported promptly to the City. 42
4. Revisions, corrections and other pertinent data shall be logged for future reference. 43
44
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CONSTRUCTION STAKING AND SURVEY
Page 7 of 8
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised February 14, 2018
3.2 EXAMINATION [NOT USED] 1
3.3 PREPARATION [NOT USED] 2
3.4 APPLICATION 3
3.5 REPAIR / RESTORATION 4
A. 5
monuments/points set by the City, the monuments shall be adequately referenced for 6
expedient restoration. 7
1. Notify City if any control data needs to be restored or replaced due to damage 8
caused during construction operations. 9
a. Contractor shall perform replacements and/or restorations. 10
b. 11
or benchmarks that are set be verified by the City surveyors before further 12
associated work can move forward. 13
3.6 RE-INSTALLATION [NOT USED] 14
3.7 FIELD [OR] SITE QUALITY CONTROL 15
A. 16
City in accordance with this Specification. This includes easements and right of way, if 17
noted on the plans. 18
B. Do not change or relocate stakes or control data without approval from the City. 19
3.8 SYSTEM STARTUP 20
A. Survey Checks 21
1. The City reserves the right to perform a Survey Check at any time deemed 22
necessary. 23
2. Checks by City personnel or 3rd party contracted surveyor are not intended to 24
relieve the contractor of his/her responsibility for accuracy. 25
26
3.9 ADJUSTING [NOT USED] 27
3.10 CLEANING [NOT USED] 28
3.11 CLOSEOUT ACTIVITIES [NOT USED] 29
3.12 PROTECTION [NOT USED] 30
3.13 MAINTENANCE [NOT USED] 31
3.14 ATTACHMENTS [NOT USED] 32
END OF SECTION 33
34
01 71 23 - 8
CONSTRUCTION STAKING AND SURVEY
Page 8 of 8
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised February 14, 2018
1
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
8/31/2017 M. Owen
Added instruction and modified measurement & payment under 1.2; added
definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal
requirements; modified 1.9 Quality Assurance; added PART 2 PRODUCTS ;
Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup.
2/14/2018 M Owen
ections for Construction
Staking and As-Built Survey; added reference to selection compliance with TGC
2254; revised action and Closeout submittal requirements; added acceptable depth
measurement criteria; revised list of items requiring as-ur
; and revised acceptable digital survey file format
2
February 2017
For projects on TXDOT right-of-way or through joint TXDOT participation,
adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT
manual shall prevail.
Table of Contents
I. Survey Department Contact Information
II. Construction Colors
Utility Color
III. Standard Staking Supplies
Item Minimum size
IV. Survey Equipment, Control, and Datum Standards
A. City Benchmarks
B. Conventional or Robotic Total Station Equipment
C. Network/V.R.S. and static GPS Equipment
site calibration
No GPS staking for concrete, sanitary sewer, storm drain, final grade, or
anything that needs vertical grading is
allowed.
D. Control Points Set
E. Preferred Grid Datum
NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_Feet
Note:
See Preferred File Naming Convention below
F. Preferred Deliverable Format
G. Preferred Data Format
P,N,E,Z,D,N
H. Preferred File Naming Convention
File 1
File 2
Example Control Stakes
V. Water Staking Standards
A. Centerline Staking Straight Line Tangents
Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker
B. Centerline Staking - Curves
C. Water Meter Boxes
D. Fire Hydrants
E. Water Valves & Vaults
Example Water Stakes
VI. Sanitary Sewer Staking
A. Centerline Staking Straight Line Tangents
WITH
Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker
B. Centerline Staking Curves
C. Sanitary Sewer Manholes
Example Sanitary Sewer Stakes
VII. Storm Sewer & Inlet Staking
A. Centerline Staking Straight Line Tangents
Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker
B. Centerline Staking Curves
C. Storm Drain Inlets
D. Storm Drain Manholes
Example Storm Inlet Stakes
VIII. Curb and Gutter Staking
A. Centerline Staking Straight Line Tangents
Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker
B. Centerline Staking Curves
Example Curb & Gutter
Stakes
Example Curb & Gutter Stakes at Intersection
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Submittal�Division-01_General-Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.doc
Page 16 of 23
IX. Cut Sheets
H. A blank template can be obtained from the survey superintendent (see item I above)
Standard City Cut Sheet
Date:
City Project
Number:
Project Name:
Staking Method: GPS
TOTAL
STATION OTHER
LOCATION:
CONSULTANT/CONTRACTOR
SURVEY CREW INITIALS
ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED.
PT # STATION OFFSET DESCRIPTION PROP. STAKED - CUT + FILL -LT/+RT GRADE ELEV.
X. As-built Survey
A. Definition and Purpose
See section IV.
Manholes
Top of pipe elevations every 250 feet
Horizontal and vertical points of inflection, curvature, etc. (All Fittings)
Cathodic protection test stations
Sampling stations
Meter boxes/vaults (All sizes)
Fire lines
Fire hydrants
Gate valves (rim and top of nut)
Plugs, stub-outs, dead-end lines
Air Release valves (Manhole rim and vent pipe)
Blow off valves (Manhole rim and valve lid)
Pressure plane valves
Cleaning wyes
Clean outs
Casing pipe (each end)
Inverts of pipes
Turbo Meters
B. Example Deliverable
C. Other preferred as-built deliverable
01 74 23 - 1
CLEANING
Page 1 of 4
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
SECTION 01 74 23 1
CLEANING 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Intermediate and final cleaning for Work not including special cleaning of closed 6
systems specified elsewhere 7
B. Deviations from this City of Fort Worth Standard Specification 8
1. None. 9
C. Related Specification 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
3. Section 32 92 13 Hydro-Mulching, Seeding and Sodding 13
1.2 PRICE AND PAYMENT PROCEDURES 14
A. Measurement and Payment 15
1. Work associated with this Item is considered subsidiary to the various Items bid. 16
No separate payment will be allowed for this Item. 17
1.3 REFERENCES [NOT USED] 18
1.4 ADMINISTRATIVE REQUIREMENTS 19
A. Scheduling 20
1. Schedule cleaning operations so that dust and other contaminants disturbed by 21
cleaning process will not fall on newly painted surfaces. 22
2. Schedule final cleaning upon completion of Work and immediately prior to final 23
inspection. 24
1.5 SUBMITTALS [NOT USED] 25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26
1.7 CLOSEOUT SUBMITTALS [NOT USED] 27
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28
1.9 QUALITY ASSURANCE [NOT USED] 29
1.10 STORAGE, AND HANDLING 30
A. Storage and Handling Requirements 31
1. Store cleaning products and cleaning wastes in containers specifically designed for 32
those materials. 33
01 74 23 - 2
CLEANING
Page 2 of 4
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
1.11 FIELD [SITE] CONDITIONS [NOT USED] 1
1.12 WARRANTY [NOT USED] 2
PART 2 - PRODUCTS 3
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4
2.2 MATERIALS 5
A. Cleaning Agents 6
1. Compatible with surface being cleaned 7
2. New and uncontaminated 8
3. For manufactured surfaces 9
a. Material recommended by manufacturer 10
2.3 ACCESSORIES [NOT USED] 11
2.4 SOURCE QUALITY CONTROL [NOT USED] 12
PART 3 - EXECUTION 13
3.1 INSTALLERS [NOT USED] 14
3.2 EXAMINATION [NOT USED] 15
3.3 PREPARATION [NOT USED] 16
3.4 APPLICATION [NOT USED] 17
3.5 REPAIR / RESTORATION [NOT USED] 18
3.6 RE-INSTALLATION [NOT USED] 19
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20
3.8 SYSTEM STARTUP [NOT USED] 21
3.9 ADJUSTING [NOT USED] 22
3.10 CLEANING 23
A. General 24
1. Prevent accumulation of wastes that create hazardous conditions. 25
2. Conduct cleaning and disposal operations to comply with laws and safety orders of 26
governing authorities. 27
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 28
storm or sanitary drains or sewers. 29
4. Dispose of degradable debris at an approved solid waste disposal site. 30
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 31
alternate manner approved by City and regulatory agencies. 32
01 74 23 - 3
CLEANING
Page 3 of 4
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
6. Handle materials in a controlled manner with as few handlings as possible. 1
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 2
this project. 3
8. Remove all signs of temporary construction and activities incidental to construction 4
of required permanent Work. 5
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 6
have the cleaning completed at the expense of the Contractor. 7
10. Do not burn on-site. 8
B. Intermediate Cleaning during Construction 9
1. Keep Work areas clean so as not to hinder health, safety or convenience of 10
personnel in existing facility operations. 11
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 12
3. Confine construction debris daily in strategically located container(s): 13
a. Cover to prevent blowing by wind 14
b. Store debris away from construction or operational activities 15
c. Haul from site at a minimum of once per week 16
4. Vacuum clean interior areas when ready to receive finish painting. 17
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 18
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 19
may become airborne or transported by flowing water during the storm. 20
C. Interior Final Cleaning 21
1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 22
foreign materials from sight-exposed surfaces. 23
2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 24
3. Wash and shine glazing and mirrors. 25
4. Polish glossy surfaces to a clear shine. 26
5. Ventilating systems 27
a. Clean permanent filters and replace disposable filters if units were operated 28
during construction. 29
b. Clean ducts, blowers and coils if units were operated without filters during 30
construction. 31
6. Replace all burned out lamps. 32
7. Broom clean process area floors. 33
8. Mop office and control room floors. 34
D. Exterior (Site or Right of Way) Final Cleaning 35
1. Remove trash and debris containers from site. 36
a. Re-seed areas disturbed by location of trash and debris containers in accordance 37
with Section 32 92 13. 38
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 39
that may hinder or disrupt the flow of traffic along the roadway. 40
3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 41
junction boxes and inlets. 42
01 74 23 - 4
CLEANING
Page 4 of 4
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
4. If no longer required for maintenance of erosion facilities, and upon approval by 1
City, remove erosion control from site. 2
5. Clean signs, lights, signals, etc. 3
3.11 CLOSEOUT ACTIVITIES [NOT USED] 4
3.12 PROTECTION [NOT USED] 5
3.13 MAINTENANCE [NOT USED] 6
3.14 ATTACHMENTS [NOT USED] 7
END OF SECTION 8
9
Revision Log
DATE NAME SUMMARY OF CHANGE
10
01 77 19 - 1
CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 22, 2021
SECTION 01 77 19 1
CLOSEOUT REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedure for closing out a contract 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various Items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Guarantees, Bonds and Affidavits 18
1. No application for final payment will be accepted until all guarantees, bonds, 19
certificates, licenses and affidavits required for Work or equipment as specified are 20
satisfactorily filed with the City. 21
B. Release of Liens or Claims 22
1. No application for final payment will be accepted until satisfactory evidence of 23
release of liens has been submitted to the City. 24
1.5 SUBMITTALS 25
A. 26
01 77 19 - 2
CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 22, 2021
1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1
1.7 CLOSEOUT SUBMITTALS [NOT USED] 2
PART 2 - PRODUCTS [NOT USED] 3
PART 3 - EXECUTION 4
3.1 INSTALLERS [NOT USED] 5
3.2 EXAMINATION [NOT USED] 6
3.3 PREPARATION [NOT USED] 7
3.4 CLOSEOUT PROCEDURE 8
A. Prior to requesting Final Inspection, submit: 9
1. Project Record Documents in accordance with Section 01 78 39 10
2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 11
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 12
01 74 23. 13
C. Final Inspection 14
1. After final cleaning, provide notice to the City Project Representative that the Work 15
is completed. 16
a. The City will make an initial Final Inspection with the Contractor present. 17
b. Upon completion of this inspection, the City will notify the Contractor, in 18
writing within 10 business days, of any particulars in which this inspection 19
reveals that the Work is defective or incomplete. 20
2. Upon receiving written notice from the City, immediately undertake the Work 21
required to remedy deficiencies and complete the Work to the satisfaction of the 22
City. 23
3. The Right-of-way shall be cleared of all construction materials, barricades, and 24
temporary signage. 25
4. Upon completion of Work associated with the items listed in the City's written 26
notice, inform the City, that the required Work has been completed. Upon receipt 27
of this notice, the City, in the presence of the Contractor, will make a subsequent 28
Final Inspection of the project. 29
5. Provide all special accessories required to place each item of equipment in full 30
operation. These special accessory items include, but are not limited to: 31
a. Specified spare parts 32
b. Adequate oil and grease as required for the first lubrication of the equipment 33
c. Initial fill up of all chemical tanks and fuel tanks 34
d. Light bulbs 35
e. Fuses 36
f. Vault keys 37
g. Handwheels 38
01 77 19 - 3
CLOSEOUT REQUIREMENTS
Page 3 of 3
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 22, 2021
h. Other expendable items as required for initial start-up and operation of all 1
equipment 2
D. Notice of Project Completion 3
1. Once the City Project Representative finds the Work subsequent to Final Inspection 4
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 5
E. Supporting Documentation 6
1. Coordinate with the City Project Representative to complete the following 7
additional forms: 8
a. Final Payment Request 9
b. Statement of Contract Time 10
c. Affidavit of Payment and Release of Liens 11
d. Consent of Surety to Final Payment 12
e. Pipe Report (if required) 13
f. Evaluation of City 14
g. Performance Evaluation of Contractor 15
F. Letter of Final Acceptance 16
1. Upon review and acceptance of Notice of Project Completion and Supporting 17
Documentation, in accordance with General Conditions, City will issue Letter of 18
Final Acceptance and release the Final Payment Request for payment. 19
3.5 REPAIR / RESTORATION [NOT USED] 20
3.6 RE-INSTALLATION [NOT USED] 21
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 22
3.8 SYSTEM STARTUP [NOT USED] 23
3.9 ADJUSTING [NOT USED] 24
3.10 CLEANING [NOT USED] 25
3.11 CLOSEOUT ACTIVITIES [NOT USED] 26
3.12 PROTECTION [NOT USED] 27
3.13 MAINTENANCE [NOT USED] 28
3.14 ATTACHMENTS [NOT USED] 29
END OF SECTION 30
Revision Log
DATE NAME SUMMARY OF CHANGE
3/22/2021 M. Owen 3.4.C Added language to clarify and emphasize requirement to Clearing ROW
31
01 78 23 - 1
OPERATION AND MAINTENANCE DATA
Page 1 of 5
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
SECTION 01 78 23 1
OPERATION AND MAINTENANCE DATA 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Product data and related information appropriate for City's maintenance and 6
operation of products furnished under Contract 7
2. Such products may include, but are not limited to: 8
a. Traffic Controllers 9
b. Irrigation Controllers (to be operated by the City) 10
c. Butterfly Valves 11
B. Deviations from this City of Fort Worth Standard Specification 12
1. None. 13
C. Related Specification Sections include, but are not necessarily limited to: 14
1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 15
2. Division 1 General Requirements 16
1.2 PRICE AND PAYMENT PROCEDURES 17
A. Measurement and Payment 18
1. Work associated with this Item is considered subsidiary to the various Items bid. 19
No separate payment will be allowed for this Item. 20
1.3 REFERENCES [NOT USED] 21
1.4 ADMINISTRATIVE REQUIREMENTS 22
A. Schedule 23
1. Submit manuals in final form to the City within 30 calendar days of product 24
shipment to the project site. 25
1.5 SUBMITTALS 26
A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be 27
approved by the City prior to delivery. 28
1.6 INFORMATIONAL SUBMITTALS 29
A. Submittal Form 30
1. Prepare data in form of an instructional manual for use by City personnel. 31
2. Format 32
a. Size: 8 ½ inches x 11 inches 33
b. Paper 34
1) 40 pound minimum, white, for typed pages 35
2) Holes reinforced with plastic, cloth or metal 36
c. 37
01 78 23 - 2
OPERATION AND MAINTENANCE DATA
Page 2 of 5
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
d. Drawings 1
1) Provide reinforced punched binder tab, bind in with text 2
2) Reduce larger drawings and fold to size of text pages. 3
e. Provide fly-leaf for each separate product, or each piece of operating 4
equipment. 5
1) Provide typed description of product, and major component parts of 6
equipment. 7
2) Provide indexed tabs. 8
f. Cover 9
1) Identify each volume with typed or printed title "OPERATING AND 10
MAINTENANCE INSTRUCTIONS". 11
2) List: 12
a) Title of Project 13
b) Identity of separate structure as applicable 14
c) Identity of general subject matter covered in the manual 15
3. Binders 16
a. Commercial quality 3-ring binders with durable and cleanable plastic covers 17
b. When multiple binders are used, correlate the data into related consistent 18
groupings. 19
4. If available, provide an electronic form of the O&M Manual. 20
B. Manual Content 21
1. Neatly typewritten table of contents for each volume, arranged in systematic order 22
a. Contractor, name of responsible principal, address and telephone number 23
b. A list of each product required to be included, indexed to content of the volume 24
c. List, with each product: 25
1) The name, address and telephone number of the subcontractor or installer 26
2) A list of each product required to be included, indexed to content of the 27
volume 28
3) Identify area of responsibility of each 29
4) Local source of supply for parts and replacement 30
d. Identify each product by product name and other identifying symbols as set 31
forth in Contract Documents. 32
2. Product Data 33
a. Include only those sheets which are pertinent to the specific product. 34
b. Annotate each sheet to: 35
1) Clearly identify specific product or part installed 36
2) Clearly identify data applicable to installation 37
3) Delete references to inapplicable information 38
3. Drawings 39
a. Supplement product data with drawings as necessary to clearly illustrate: 40
1) Relations of component parts of equipment and systems 41
2) Control and flow diagrams 42
b. Coordinate drawings with information in Project Record Documents to assure 43
correct illustration of completed installation. 44
c. Do not use Project Record Drawings as maintenance drawings. 45
4. Written text, as required to supplement product data for the particular installation: 46
a. Organize in consistent format under separate headings for different procedures. 47
b. Provide logical sequence of instructions of each procedure. 48
01 78 23 - 3
OPERATION AND MAINTENANCE DATA
Page 3 of 5
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
5. Copy of each warranty, bond and service contract issued 1
a. Provide information sheet for City personnel giving: 2
1) Proper procedures in event of failure 3
2) Instances which might affect validity of warranties or bonds 4
C. Manual for Materials and Finishes 5
1. Submit 5 copies of complete manual in final form. 6
2. Content, for architectural products, applied materials and finishes: 7
a. Manufacturer's data, giving full information on products 8
1) Catalog number, size, composition 9
2) Color and texture designations 10
3) Information required for reordering special manufactured products 11
b. Instructions for care and maintenance 12
1) Manufacturer's recommendation for types of cleaning agents and methods 13
2) Cautions against cleaning agents and methods which are detrimental to 14
product 15
3) Recommended schedule for cleaning and maintenance 16
3. Content, for moisture protection and weather exposure products: 17
a. Manufacturer's data, giving full information on products 18
1) Applicable standards 19
2) Chemical composition 20
3) Details of installation 21
b. Instructions for inspection, maintenance and repair 22
D. Manual for Equipment and Systems 23
1. Submit 5 copies of complete manual in final form. 24
2. Content, for each unit of equipment and system, as appropriate: 25
a. Description of unit and component parts 26
1) Function, normal operating characteristics and limiting conditions 27
2) Performance curves, engineering data and tests 28
3) Complete nomenclature and commercial number of replaceable parts 29
b. Operating procedures 30
1) Start-up, break-in, routine and normal operating instructions 31
2) Regulation, control, stopping, shut-down and emergency instructions 32
3) Summer and winter operating instructions 33
4) Special operating instructions 34
c. Maintenance procedures 35
1) Routine operations 36
2) Guide to "trouble shooting" 37
3) Disassembly, repair and reassembly 38
4) Alignment, adjusting and checking 39
d. Servicing and lubrication schedule 40
1) List of lubricants required 41
e. Manufacturer's printed operating and maintenance instructions 42
f. Description of sequence of operation by control manufacturer 43
1) Predicted life of parts subject to wear 44
2) Items recommended to be stocked as spare parts 45
g. As installed control diagrams by controls manufacturer 46
h. Each contractor's coordination drawings 47
1) As installed color coded piping diagrams 48
01 78 23 - 4
OPERATION AND MAINTENANCE DATA
Page 4 of 5
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
i. Charts of valve tag numbers, with location and function of each valve 1
j. List of original manufacturer's spare parts, manufacturer's current prices, and 2
recommended quantities to be maintained in storage 3
k. Other data as required under pertinent Sections of Specifications 4
3. Content, for each electric and electronic system, as appropriate: 5
a. Description of system and component parts 6
1) Function, normal operating characteristics, and limiting conditions 7
2) Performance curves, engineering data and tests 8
3) Complete nomenclature and commercial number of replaceable parts 9
b. Circuit directories of panelboards 10
1) Electrical service 11
2) Controls 12
3) Communications 13
c. As installed color coded wiring diagrams 14
d. Operating procedures 15
1) Routine and normal operating instructions 16
2) Sequences required 17
3) Special operating instructions 18
e. Maintenance procedures 19
1) Routine operations 20
2) Guide to "trouble shooting" 21
3) Disassembly, repair and reassembly 22
4) Adjustment and checking 23
f. Manufacturer's printed operating and maintenance instructions 24
g. List of original manufacturer's spare parts, manufacturer's current prices, and 25
recommended quantities to be maintained in storage 26
h. Other data as required under pertinent Sections of Specifications 27
4. Prepare and include additional data when the need for such data becomes apparent 28
during instruction of City's personnel. 29
1.7 CLOSEOUT SUBMITTALS [NOT USED] 30
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31
1.9 QUALITY ASSURANCE 32
A. Provide operation and maintenance data by personnel with the following criteria: 33
1. Trained and experienced in maintenance and operation of described products 34
2. Skilled as technical writer to the extent required to communicate essential data 35
3. Skilled as draftsman competent to prepare required drawings 36
01 78 23 - 5
OPERATION AND MAINTENANCE DATA
Page 5 of 5
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1
1.11 FIELD [SITE] CONDITIONS [NOT USED] 2
1.12 WARRANTY [NOT USED] 3
PART 2 - PRODUCTS [NOT USED] 4
PART 3 - EXECUTION [NOT USED] 5
END OF SECTION 6
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.5.A.1 title of section removed
8
01 78 39 - 1
PROJECT RECORD DOCUMENTS
Page 1 of 4
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
SECTION 01 78 39 1
PROJECT RECORD DOCUMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Work associated with the documenting the project and recording changes to project 6
documents, including: 7
a. Record Drawings 8
b. Water Meter Service Reports 9
c. Sanitary Sewer Service Reports 10
d. Large Water Meter Reports 11
B. Deviations from this City of Fort Worth Standard Specification 12
1. None. 13
C. Related Specification Sections include, but are not necessarily limited to: 14
1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 15
2. Division 1 General Requirements 16
1.2 PRICE AND PAYMENT PROCEDURES 17
A. Measurement and Payment 18
1. Work associated with this Item is considered subsidiary to the various Items bid. 19
No separate payment will be allowed for this Item. 20
1.3 REFERENCES [NOT USED] 21
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22
1.5 SUBMITTALS 23
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 24
. 25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26
1.7 CLOSEOUT SUBMITTALS [NOT USED] 27
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28
1.9 QUALITY ASSURANCE 29
A. Accuracy of Records 30
1. Thoroughly coordinate changes within the Record Documents, making adequate 31
and proper entries on each page of Specifications and each sheet of Drawings and 32
other Documents where such entry is required to show the change properly. 33
2. Accuracy of records shall be such that future search for items shown in the Contract 34
Documents may rely reasonably on information obtained from the approved Project 35
Record Documents. 36
01 78 39 - 2
PROJECT RECORD DOCUMENTS
Page 2 of 4
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
3. To facilitate accuracy of records, make entries within 24 hours after receipt of 1
information that the change has occurred. 2
4. Provide factual information regarding all aspects of the Work, both concealed and 3
visible, to enable future modification of the Work to proceed without lengthy and 4
expensive site measurement, investigation and examination. 5
1.10 STORAGE AND HANDLING 6
A. Storage and Handling Requirements 7
1. Maintain the job set of Record Documents completely protected from deterioration 8
and from loss and damage until completion of the Work and transfer of all recorded 9
data to the final Project Record Documents. 10
2. In the event of loss of recorded data, use means necessary to again secure the data 11
to the City's approval. 12
a. In such case, provide replacements to the standards originally required by the 13
Contract Documents. 14
1.11 FIELD [SITE] CONDITIONS [NOT USED] 15
1.12 WARRANTY [NOT USED] 16
PART 2 - PRODUCTS 17
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 18
2.2 RECORD DOCUMENTS 19
A. Job set 20
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 21
charge to the Contractor, 1 complete set of all Documents comprising the Contract. 22
B. Final Record Documents 23
1. At a time nearing the completion of the Work and prior to Final Inspection, provide 24
the City 1 complete set of all Final Record Drawings in the Contract. 25
2.3 ACCESSORIES [NOT USED] 26
2.4 SOURCE QUALITY CONTROL [NOT USED] 27
PART 3 - EXECUTION 28
3.1 INSTALLERS [NOT USED] 29
3.2 EXAMINATION [NOT USED] 30
3.3 PREPARATION [NOT USED] 31
3.4 MAINTENANCE DOCUMENTS 32
A. Maintenance of Job Set 33
1. Immediately upon receipt of the job set, identify each of the Documents with the 34
title, "RECORD DOCUMENTS - JOB SET". 35
01 78 39 - 3
PROJECT RECORD DOCUMENTS
Page 3 of 4
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
2. Preservation 1
a. Considering the Contract completion time, the probable number of occasions 2
upon which the job set must be taken out for new entries and for examination, 3
and the conditions under which these activities will be performed, devise a 4
suitable method for protecting the job set. 5
b. Do not use the job set for any purpose except entry of new data and for review 6
by the City, until start of transfer of data to final Project Record Documents. 7
c. Maintain the job set at the site of work. 8
3. Coordination with Construction Survey 9
a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 10
clearly mark any deviations from Contract Documents associated with 11
installation of the infrastructure. 12
4. Making entries on Drawings 13
a. Record any deviations from Contract Documents. 14
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 15
change by graphic line and note as required. 16
c. Date all entries. 17
d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 18
e. In the event of overlapping changes, use different colors for the overlapping 19
changes. 20
5. Conversion of schematic layouts 21
a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 22
ducts, and similar items, are shown schematically and are not intended to 23
portray precise physical layout. 24
1) Final physical arrangement is determined by the Contractor, subject to the 25
City's approval. 26
2) However, design of future modifications of the facility may require 27
accurate information as to the final physical layout of items which are 28
shown only schematically on the Drawings. 29
b. Show on the job set of Record Drawings, by dimension accurate to within 1 30
inch, the centerline of each run of items. 31
1) Final physical arrangement is determined by the Contractor, subject to the 32
City's approval. 33
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 34
ceiling plenum", "exposed", and the like). 35
3) Make all identification sufficiently descriptive that it may be related 36
reliably to the Specifications. 37
c. The City may waive the requirements for conversion of schematic layouts 38
where, in the City's judgment, conversion serves no useful purpose. However, 39
do not rely upon waivers being issued except as specifically issued in writing 40
by the City. 41
B. Final Project Record Documents 42
1. Transfer of data to Drawings 43
a. Carefully transfer change data shown on the job set of Record Drawings to the 44
corresponding final documents, coordinating the changes as required. 45
b. Clearly indicate at each affected detail and other Drawing a full description of 46
changes made during construction, and the actual location of items. 47
01 78 39 - 4
PROJECT RECORD DOCUMENTS
Page 4 of 4
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
c. Call attention to each entry by drawing a "cloud" around the area or areas 1
affected. 2
d. Make changes neatly, consistently and with the proper media to assure 3
longevity and clear reproduction. 4
2. Transfer of data to other Documents 5
a. If the Documents, other than Drawings, have been kept clean during progress of 6
the Work, and if entries thereon have been orderly to the approval of the City, 7
the job set of those Documents, other than Drawings, will be accepted as final 8
Record Documents. 9
b. If any such Document is not so approved by the City, secure a new copy of that 10
Document from the City at the City's usual charge for reproduction and 11
handling, and carefully transfer the change data to the new copy to the approval 12
of the City. 13
3.5 REPAIR / RESTORATION [NOT USED] 14
3.6 RE-INSTALLATION [NOT USED] 15
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 16
3.8 SYSTEM STARTUP [NOT USED] 17
3.9 ADJUSTING [NOT USED] 18
3.10 CLEANING [NOT USED] 19
3.11 CLOSEOUT ACTIVITIES [NOT USED] 20
3.12 PROTECTION [NOT USED] 21
3.13 MAINTENANCE [NOT USED] 22
3.14 ATTACHMENTS [NOT USED] 23
END OF SECTION 24
25
Revision Log
DATE NAME SUMMARY OF CHANGE
26
31 10 00 - 1
SITE CLEARING
Page 1 of 6
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 22, 2021
SECTION 31 10 00 1
SITE CLEARING 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Preparation of right-of-way and other designated areas for construction operations 6
by removing and disposing of all obstructions including clearing and grubbing and 7
trees, when removal of such obstructions is not specifically shown on the Drawings 8
to be paid by other Sections. T 9
governs all tree removals. 10
B. Deviations from this City of Fort Worth Standard Specification 11
1. None. 12
C. Related Specification Sections include but are not necessarily limited to 13
1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 14
2. Division 1 General Requirements 15
3. Section 02 41 13 Selective Site Demolition 16
4. Section 02 41 14 Utility Removal/Abandonment 17
1.2 PRICE AND PAYMENT PROCEDURES 18
A. Measurement and Payment 19
1. Site Clearing 20
a. Measurement and payment 21
1) Measurement and payment for this Item shall be subsidiary to various 22
items bid by lump sum, square yard, or per acre. 23
b. Payment 24
1) The work performed and the materials furnished in accordance with this 25
Item shall be paid for at the lump sum, square yard, or per acre price bid for 26
27
c. The price bid shall include: 28
1) Pruning of designated trees and shrubs 29
2) Removal and disposal of structures and obstructions (unless separate bid 30
item is provided under 02 41 13 Selective Site Demolition or 02 41 14 31
Utility Removal/Abandonments ). 32
3) Removal and disposal of trees under 6-inches in diameter when bidding by 33
lump sum or square yard. 34
4) Removal of ALL trees when bidding by acre. 35
5) Backfilling of holes 36
6) Clean-up 37
2. Tree Removal (for trees 6-inch or larger in diameter when Site Clearing is bid by 38
lump sum or square yard) 39
a. Measurement 40
1) Measurement for this Item shall be per each. 41
31 10 00 - 2
SITE CLEARING
Page 2 of 6
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 22, 2021
2) Measurement of diameter for tree removal shall be at standard Diameter at 1
Breast Height or DBH, where Breast Height shall be 54 above grade. 2
b. Payment 3
1) The work performed and the materials furnished in accordance with this 4
Item shall be paid for at the unit price bid per each 5
a) Various diameter ranges 6
c. The price bid shall include: 7
1) Removal and disposal of tree, including removal of root to a depth at least 2 8
foot below grade 9
2) Grading and backfilling of holes 10
3) Excavation 11
4) Clean-up 12
3. Tree Removal and Transplantation 13
a. Measurement 14
1) Measurement for this Item shall be per each. 15
b. Payment 16
1) The work performed and the materials furnished in accordance with this 17
Item shall be paid for at the unit price bid per each r: 18
a) Various diameter ranges 19
c. The price bid shall include: 20
1) Pruning of designated trees and shrubs 21
2) Moving tree with truck mounted tree spade 22
3) Grading and backfilling of holes 23
4) Replanting tree at temporary location (determined by Contractor) 24
5) Maintaining tree until Work is completed 25
6) Replanting tree into original or designated location 26
7) Excavation 27
8) Fertilization 28
9) Mulching 29
10) Watering 30
11) Clean-up 31
12) Warranty period 32
4. Tree Protection 33
a. Measurement 34
1) Measurement for this Item per each as designated on Construction 35
Drawings for protection 36
b. Payment 37
1) The work performed and the materials furnished in accordance with this 38
Item shall be paid for at the unit price bid per each Tree Protection for: 39
a) Various caliper ranges 40
c. The price bid shall include: 41
1) Protection of tree utilizing measures designated on Construction Drawings 42
2) Installation of work barriers as designated on Construction Drawings 43
3) Maintenance of protection measures throughout construction completed 44
4) Replanting tree into original or designated location 45
5) Excavation 46
6) Fertilization 47
7) Mulching 48
8) Clean-up 49
31 10 00 - 3
SITE CLEARING
Page 3 of 6
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 22, 2021
1.3 REFERENCES [NOT USED] 1
1.4 ADMINSTRATIVE REQUIREMENTS 2
A. Permits 3
1. Contractor shall obtain Tree Removal Permits and Urban Forestry Permits as 4
-Forestry details can be found here: 5
Forestry Welcome to the City of Fort Worth (fortworthtexas.gov). Urban Forestry 6
Compliance's ordinance and requirements are within Zoning and can be found here: 7
Zoning Welcome to the City of Fort Worth (fortworthtexas.gov). Preinstallation 8
Meetings 9
2. Hold a preliminary site clearing meeting and include the Contractor, City Forester 10
(if City owned tree) or representative of Urban Forestry (if privately owned tree), 11
City Inspector, and the Project Manager for the purpose of reviewing the 12
Clearly mark all trees to remain on the project site 13
prior to the meeting. 14
3. The Contractor will provide the City with a Disposal Letter in accordance to 15
Division 01. 16
1.5 SUBMITTALS [NOT USED] 17
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 18
1.7 CLOSEOUT SUBMITTALS [NOT USED] 19
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20
1.9 QUALITY ASSURANCE [NOT USED] 21
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 22
1.11 FIELD CONDITIONS [NOT USED] 23
1.12 WARRANTY [NOT USED] 24
PART 2 - PRODUCTS [NOT USED] 25
PART 3 - EXECUTION 26
3.1 INSTALLERS [NOT USED] 27
3.2 EXAMINATION [NOT USED] 28
3.3 PREPARATION 29
A. All trees identified to be protected and/or preserved should be clearly flagged with 30
survey tape. 31
B. Following taping and prior to any removals or site clearing, the Contractor shall meet 32
with the City, the Engineer and the Landowner, if necessary, to confirm trees to be 33
saved. 34
31 10 00 - 4
SITE CLEARING
Page 4 of 6
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 22, 2021
3.4 INSTALLATION 1
A. Protection of Trees 2
1. Protect designated trees and prune trees and shrubs as shown on the Drawings. 3
Refer to the Drawings for tree protection details. 4
2. If the Drawings do not provide tree protection details, protected trees shall be 5
fenced by placing 6-foot tall metal T-posts in a square around the tree trunk with 6
the corners located on the canopy drip line, unless instructed otherwise. 7
3. When site conditions do not allow for the T-posts to be installed at the drip line, the 8
T-posts may be installed no less than 8 feet from the tree trunk. 4-foot high 12 ½ 9
gauge stock fencing or orange plastic snow fence shall be attached to the T-posts to 10
form the enclosure. 11
4. For City-owned trees, PARD-Forestry permission is required to install protective 12
fencing inside of canopy dripline (Critical Root Zone). 13
5. Additional trunk protection (cladding) is required when protective fencing is 14
approved within the Critical Root Zone. 15
6. Do not park equipment, service equipment, store materials, or disturb the root area 16
under the branches of trees designated for preservation. 17
7. When shown on the Drawings, treat cuts on trees with an approved tree wound 18
dressing within 30 minutes of making a pruning cut or otherwise causing damage to 19
the tree. 20
8. Trees and brush shall be mulched on-site. 21
a. Burning as a method of disposal is not allowed. 22
B. Hazardous Materials 23
1. The Contractor will notify the Engineer immediately if any hazardous or 24
questionable materials not shown on the Drawings are encountered. This includes; 25
but not limited to: 26
a. Floor tiles 27
b. Roof tiles 28
c. Shingles 29
d. Siding 30
e. Utility piping 31
2. The testing, removal, and disposal of hazardous materials will be in accordance 32
with Division 1. 33
C. Site Clearing 34
1. Clear areas shown on the Drawings of all obstructions, except those landscape 35
features that are to be preserved. Such obstructions include, but are not limited to: 36
a. Remains of buildings and other structures 37
b. Foundations 38
c. Floor slabs 39
d. Concrete 40
e. Brick 41
f. Lumber 42
g. Plaster 43
h. Septic tank drain fields 44
i. Abandoned utility pipes or conduits 45
j. Equipment 46
31 10 00 - 5
SITE CLEARING
Page 5 of 6
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 22, 2021
k. Trees 1
l. Fences 2
m. Retaining walls 3
n. Other items as specified on the Drawings 4
2. Remove vegetation and other landscape features not designated for preservation, 5
whether above or below ground, including, but not limited to: 6
a. Curb and gutter 7
b. Driveways 8
c. Paved parking areas 9
d. Miscellaneous stone 10
e. Sidewalks 11
f. Drainage structures 12
g. Manholes 13
h. Inlets 14
i. Abandoned railroad tracks 15
j. Scrap iron 16
k. Other debris 17
3. Remove culverts, storm sewers, manholes, and inlets in proper sequence to 18
maintain traffic and drainage in accordance with Section 02 41 14. 19
4. In areas receiving embankment, remove obstructions not designated for 20
preservation to 2 feet below natural ground. 21
5. In areas to be excavated, remove obstructions to 2 feet below the excavation level. 22
6. In all other areas, remove obstructions to 1 foot below natural ground. 23
7. When allowed by the Drawings or directed by the Engineer, cut trees and stumps 24
off to ground level. 25
a. Removal of existing structures shall be as per Section 02 41 13. 26
D. Disposal 27
1. Dispose of all trees within 24 hours of removal. 28
2. All materials and debris removed becomes the property of the Contractor, unless 29
otherwise stated on the Drawings. 30
3. The Contractor will dispose of material and debris off-site in accordance with local, 31
state, and federal laws and regulations. 32
3.5 REPAIR [NOT USED] 33
3.6 RE-INSTALLATION [NOT USED] 34
3.7 FIELD QUALITY CONTROL [NOT USED] 35
3.8 SYSTEM STARTUP [NOT USED] 36
3.9 ADJUSTING [NOT USED] 37
3.10 CLEANING [NOT USED] 38
3.11 CLOSEOUT ACTIVITIES [NOT USED] 39
3.12 PROTECTION [NOT USED] 40
3.13 MAINTENANCE [NOT USED] 41
31 10 00 - 6
SITE CLEARING
Page 6 of 6
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised March 22, 2021
3.14 ATTACHMENTS [NOT USED] 1
END OF SECTION 2
3
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson
3/22/2021 M. Owen 1.2 Clarified measurement and payment. 1.4 Clarified administrative requirements.
3.4 Clarified additional installation requirements for tree protection and disposal.
4
33 31 22 - 1
SANITARY SEWER SLIPLINING
Page 1 of 12
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
SECTION 33 31 22 1
SANITARY SEWER SLIP LINING 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Requirements to rehabilitate existing sanitary sewers by Slip Lining with fiberglass 6
reinforced pipe 7
B. Deviations from this City of Fort Worth Standard Specification 8
1. Deleted 1.3.A.1 9
2. Added 1.3.A.3 10
3. Modified 1.3.C.2 11
4. Modified 1.6 12
5. Modified 1.9 13
6. Modified 2.2.B 14
7. Added 3.3.A.2 15
8. Deleted 3.4.D 16
9. Modified 3.4.E 17
10. Added 3.4.H 18
11. Added 3.7.B 19
20
C. Related Specification Sections include, but are not necessarily limited to: 21
1. Division 0 Bidding Requirements, Contract Forms, and Conditions of the 22
Contract 23
2. Division 1 General Requirements 24
3. Section 03 80 00 Modifications to Existing Concrete Structures 25
4. Section 33 01 30 Sewer and Manhole Testing 26
5. Section 33 01 31 Closed Circuit Television (CCTV) Inspection 27
6. Section 33 03 10 Bypass Pumping of Existing Sewer Systems 28
7. Section 33 05 10 Utility Trench Excavation, Embedment and Backfill 29
8. Section 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 30
9. Section 33 31 41 Slip Lining Grout 31
10. Section 33 31 50 Sanitary Sewer Service Connections and Service Line 32
11. Section 33 39 10 Cast-in-Place Concrete Manholes 33
1.2 PRICE AND PAYMENT PROCEDURES 34
A. Measurement and Payment 35
1. Pipe Installation by Slip Lining 36
a. Measurement 37
33 31 22 - 2
SANITARY SEWER SLIPLINING
Page 2 of 12
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
1) Measured horizontally along the surface from center line to center line of 1
the manhole, or appurtenance 2
b. Payment 3
1) The work performed and materials furnished in accordance with this Item 4
5
price bid per linea Sewer Pipe, Slip Lining 6
a) Various sizes 7
c. The price bid shall include: 8
1) Furnishing and installing pipe as specified by the Drawings 9
2) Pre-CCTV Inspection 10
3) Pavement removal 11
4) Excavation 12
5) Hauling 13
6) Launching pit 14
7) Receiving pit 15
8) Bypass Pumping for pipes smaller than 18-inches 16
9) Disposal of excess material 17
10) Furnishing, placement and compaction of backfill 18
11) Clean-up 19
12) Cleaning 20
13) Testing 21
2. Point Repair 22
a. Measurement 23
1) Measurement for this Item shall be by the linear foot measured horizontally 24
along the surface following the pipe centerline for the length identified 25
during the Pre-CCTV inspection and directed by the City. 26
b. Payment 27
1) The work performed and materials furnished in accordance with this Item 28
and m he unit 29
price bid per Sewer Pipe, Point Repair installed for: 30
a) Various sizes 31
c. The price bid shall include: 32
1) Furnishing and installing pipe as specified by the Drawings 33
2) Coupling 34
3) Pavement removal 35
4) Excavation 36
5) Hauling 37
6) Bypass Pumping for pipes smaller than 18-inches 38
7) Disposal of excess material 39
8) Furnishing, placement and compaction of backfill 40
9) Clean-up 41
10) Cleaning 42
11) Testing 43
1.3 REFERENCES 44
A. Abbreviations and Acronyms 45
1. HDPE High Density Polyethylene 46
2. CCTV Closed Circuit Television 47
3. FRP Fiberglass Reinforced Pipe 48
33 31 22 - 3
SANITARY SEWER SLIPLINING
Page 3 of 12
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
B. Definitions 1
1. Slip Lining 2
a. Rehabilitation of existing sanitary sewer pipe by pulling or pushing liner pipe 3
into the existing sewer pipe by use of mechanical and/or hydraulic equipment 4
b. Once in place, the liner pipe is allowed time to relax (return to original shape 5
after elongation due to pulling forces) and is then cut to fit between manholes. 6
c. Annular spaces between the liners and existing sewer pipes are sealed at each 7
manhole. 8
d. Manhole inverts and benches are reworked and reshaped. 9
e. Existing sewers not immediately affected by the slip lining process remain in 10
operation during the slip lining process, with sewage diverted around the 11
operations in progress. 12
C. Reference Standards 13
1. Reference standards cited in this Specification refer to the current reference 14
standard published at the time of the latest revision date logged at the end of this 15
Specification, unless a date is specifically cited. 16
2. American Society for Testing and Materials (ASTM): 17
a. D1248 Specifications for Polyethylene Plastic Molding and Extension 18
Materials 19
b. D1693 Test for Environmental Stress-Cracking of Ethylene Plastics 20
c. D2122 Determining Dimensions of Thermoplastic Pipe and Fittings 21
d. D2412 Determination of External Loading Characteristics of Plastic Pipe by 22
Parallel-Plate Loading 23
e. D2657 Standard Practice for Heat-Joining Polyolefin Pipe and Fittings 24
f. D2837 Standard Test Method for Obtaining Hydrostatic Design Basis for 25
Thermoplastic Pipe Materials 26
g. D3262 Stan -Fiber-Reinforced 27
Thermosetting-Resin) Sewer Pipe 28
h. D3350 Specification for Polyethylene Plastic Pipe and Fittings Materials 29
i. F477 Elastomeric Gaskets (Seals) for Joining Plastic Pipe 30
j. F585 Standard Practice for Insertion of Flexible Polyethylene Pipe Into 31
Existing Sewers 32
k. F714 Specification for Polyethylene (PE) Plastic Pipe (SDR-PR) Based on 33
Outside Diameter (3" IPS and Larger) 34
l. D3681 Chemical Resistance of "Fiberglass" (Glass-Fiber-Reinforced-35
Thermosetting-Resin) Pipe in a Deflected Condition 36
m. D4161 "Fiberglass" (Glass-Fiber-Reinforced-Thermosetting-Resin) Pipe 37
Joints Using Flexible Elastomeric Seals 38
39
3. City of Fort Worth Code of Ordinances 40
a. Part II, Chapter 23 Offenses and Miscellaneous Provisions, Section 8 Noise 41
1.4 ADMINISTRATIVE REQUIREMENTS 42
A. Coordination 43
1. Coordinate with City, Engineer, franchise utilities, etc. as described in the 44
Drawings. 45
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
2. Provide advanced notice prior to commencing actual pipe slip lining activities as 1
described in the Drawings in order to allow the City to provide appropriate 2
advanced notice to affected residents. 3
3. Review the location and number of insertion or access pits with the City Inspector 4
prior to excavation. 5
B. Sequencing 6
1. Provide a bypass pumping plan detailing collection and discharge locations and 7
method of bypass pumping prior to the start of construction. 8
2. Provide a phasing plan with the sequence of construction prior to the start of 9
construction. 10
1.5 SUBMITTALS 11
A. Submittals shall be in accordance with Section 01 33 00. 12
B. All submittals shall be approved by the City prior to delivery. 13
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 14
A. Product Data 15
1. Include manufacturer's technical data showing complete information on material 16
composition and physical properties including grout port locations, joint details, 17
fitting details, tolerances, and infiltration control. 18
B. Shop Drawings 19
1. Include dimensions of new pipe and fittings. 20
2. Pipe calculations 21
a. Calculations confirming the pipe will handle anticipated loading signed 22
and sealed by a Licensed Professional Engineer in Texas. 23
b. Calculations shall be submitted in a neat, legible format. 24
3. Submit calculations confirming the pipe capacity is adequate to safely support 25
all anticipated loads, including earth and groundwater pressures, surcharge 26
loads, and handling loads with a factor of safety of 2.0. 27
4. Submit joint testing procedure and equipment to be used. 28
29
C. Certificates 30
1. Provide a certificate of compliance with this Specification, upon request, by the 31
manufacturer for all material furnished under this Specification. 32
a. The Contractor will be responsible for all damage caused by and the 33
replacement of failed, unspecified or unapproved materials. 34
2. Furnish an affidavit certifying that all Fiberglass Reinforced Pipe meets the 35
provisions of Section 33 31 13 and has been tested and meets the requirements 36
of ASTM D3262. 37
D. Manufacturers' Instructions 38
1. Include manufacturer's recommendation for handling, storage and repair of pipe and 39
fittings if damaged. 40
E. Special Procedure Submittals 41
33 31 22 - 5
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
1. Provide a phasing plan with the sequence of construction prior to the start of 1
construction. 2
2. Provide grouting work plan including but not limited to the following items: 3
a. Grout injection location and procedures 4
b. Grout mix design (in accordance with Section 33 31 41). 5
c. Slipline pipe anchoring methods. 6
d. Proposed pumping equipment and anticipated grouting pressures. 7
e. Plan to fill existing manhole at STA 1+90 (M-245B STA 238+08.70) and 8
methodology to demonstrate manhole has been completely filled (i.e. 9
volume pumped and/or discharge head pressure, etc.). 10
3. Daily logs of grouting operations including pressure, grout volume pumped 11
and such other data. 12
1.7 CLOSEOUT SUBMITTALS 13
A. Record Documentation 14
1. Provide Post-Construction Closed Circuit Television inspection reports in 15
accordance with Section 33 01 31. 16
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17
1.9 QUALITY ASSURANCE 18
A. Qualifications 19
1. The Contractor shall be certified by the particular Slip Lining system manufacturer 20
that such firm is a licensed installer of their system. No other Slip Lining system 21
other than those listed in these Specifications is acceptable. 22
2. Personnel directly involved with installing the new liner pipe shall receive training 23
in the proper methods for handling and installing the fiberglass reinforced pipe. 24
Training shall be performed by a qualified representative as determined by the pipe 25
manufacturer. 26
B. Certifications 27
1. Pipes shall be manufactured and tested in accordance with ASTM D3262. 28
2. Joints shall meet the requirements of ASTM D4161. 29
3. Minimum pipe stiffness when tested in accordance with ASTM D2412 shall 30
normally be 72 psi, but may also exceed 72 psi if design calculations dictate. 31
4. Pipe shall meet or exceed the requirements of Table 4 in ASTM D3262 when 32
tested in accordance with ASTM D3681. 33
C. Pre-construction and Post-construction Testing 34
1. Provide Pre-construction and Post-construction Closed Circuit Television (CCTV) 35
Inspection of the pipeline to be replaced and/or enlarged in accordance with Section 36
33 01 31. 37
2. The City may have tests performed on field samples by an independent 38
laboratory following applicable ASTM specifications to verify physical 39
properties and characteristics of supplied materials. Provide product samples 40
as requested by the City Engineer. 41
3. The City will pay for tests on materials which meet the specification 42
requirements. Contractor shall pay for failed tests and consequent retesting. 43
33 31 22 - 6
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
1.10 DELIVERY, STORAGE, AND HANDLING 1
A. Storage and Handling Requirements 2
1. Transport, handle and store pipe and fittings as recommended by manufacturer. 3
2. If new pipe and fittings become damaged before or during installation, repair as 4
recommended by the manufacturer or replace as required by the City at the 5
Contractor's expense, before proceeding further. 6
3. Deliver, store and handle other materials as recommended by the manufacturer to 7
prevent damage. 8
1.11 FIELD [SITE] CONDITIONS [NOT USED] 9
1.12 WARRANTY 10
A. Manufacturer Warranty 11
1. Manufact e in accordance with Division 1. 12
PART 2 - PRODUCTS 13
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 14
2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 15
A. Manufacturers 16
1. ndard Products List will be 17
considered as shown in Section 01 60 00. 18
a. The manufacturer must comply with this Specification and related Sections. 19
2. Any product that is not listed on the Standard Products List is considered a 20
substitution and shall be submitted in accordance with Section 01 25 00. 21
B. Materials 22
1. Fiberglass Reinforced Liner Pipe 23
a. The pipe and fitting material shall conform to Section 33 31 13. 24
2. Reinforced plastic mortar pipe resulting in dense, nonporous, corrosion-25
resistant, non-reinforced barrier resin, consistent, composite structure. 26
Minimum pipe stiffness when tested in accordance with ASTM D2412 shall 27
normally be 72 psi, but may also exceed 72 psi if design calculations dictate. 28
3. Interior Surface 29
a. The interior surface shall be 40 mils thick and shall provide crack 30
resistance and abrasion resistance. 31
4. Exterior Surface 32
a. The exterior surface shall provide UV protection. 33
5. Resin Systems 34
a. Thermosetting polyester resin, meeting ASTM D3262 with a proven 35
history of performance in this particular application. 36
6. Filler 37
a. Sand with at least 98 percent silica content, and maximum moisture 38
content of 0.2 percent. 39
7. Joints 40
33 31 22 - 7
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
a. Flush bell-and-spigot joints, with elastomeric sealing gaskets for watertight 1
joints meeting ASTM D4161. 2
8. Additives 3
a. Resin additives, such as curing agents, pigments, dyes, fillers, thixotropic 4
agents, etc., when used, shall not detrimentally affect the performance of 5
the product. 6
9. Elastomeric Gaskets 7
a. Gaskets shall be supplied by qualified gasket manufacturers and be 8
suitable for the service intended. 9
10. Fittings 10
a. Flanges, elbows, reducers, tees, wyes, laterals and other fittings shall be 11
capable of withstanding operating conditions when installed. They may be 12
contact molded or manufactured from mitered sections of pipe jointed by 13
glass-fiber-reinforced overlays. 14
11. Service Saddles 15
a. Conform to Section 33 31 50. 16
12. Manhole Inverts and Benches 17
a. Inverts and benches requiring replacement shall conform to Section 33 39 10. 18
13. Repair Mortar (Grout) 19
a. Conform to Section 03 80 00. 20
C. Dimensions and Tolerances 21
1. Supply liner pipe in nominal lengths of 40 feet. 22
a. Obtain Eng 23
2. The liner pipe shall have the maximum outside diameter indicated on the Drawings. 24
a. Nominal size and actual outside diameter shall comply with Table 3 of ASTM 25
D3262. 26
3. The minimum wall thickness shall be the indicated thickness or the thickness 27
recommended by the manufacturer to withstand pushing forces with a safety factor 28
of 3.0, whichever is greater. 29
a. The actual thickness measured at any single point on the pipe shall not be less 30
than 90 percent of the minimum thickness. 31
4. Stiffness of the liner pipe shall satisfy design requirements for dead, live and 32
hydrostatic loads and maximum grout pressure (with a safety factor no less than 2). 33
2.3 ACCESSORIES [NOT USED] 34
2.4 SOURCE QUALITY CONTROL [NOT USED] 35
PART 3 - EXECUTION 36
3.1 INSTALLERS [NOT USED] 37
3.2 EXAMINATION 38
A. Verification of Conditions 39
1. Provide Pre-construction Closed Circuit Television (CCTV) Inspection of the 40
pipeline to be replaced/enlarged in conformance with Section 33 01 31. 41
33 31 22 - 8
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
a. Inspection of the pipelines shall be performed by experienced personnel trained 1
in locating breaks, obstacles and service connections by Closed Circuit Color 2
Television. 3
B. Evaluation and Assessment 4
1. Identify, by location, the presence of line obstructions in the existing sewer (heavy 5
solids, dropped joints, protruding service taps or collapsed pipe) which will prevent 6
completion of the pipe bursting/crushing process, and which cannot be removed by 7
conventional sewer cleaning equipment. 8
2. Identify, by location, the presence of sags in the sewer line(s) by the following 9
procedure: 10
a. Perform CCTV inspection. 11
b. Provide CCTV inspection results to the City. 12
c. The City Inspector will review the Pre-CCTV tapes to determine if any 13
excessive sags exist and will inform the Contractor which segments of pipe are 14
to be replaced by point repair. 15
3.3 PREPARATION 16
A. Bypassing Sewage 17
1. Bypass pump sewage in accordance with Section 33 03 10. 18
2. Contractor shall install slipline from STA 1+00 (M-245B STA 237+40) to STA 19
6+02.69 (M-245B STA 242+20) during average flow conditions only (~11.4 20
MGD). Bypass pumping is not anticipated for installation. 21
B. Line Obstructions 22
1. If identified in the CCTV inspection, remove line obstruction. 23
a. Removal of obstruction is considered subsidiary to CCTV inspection. 24
C. Point Repairs 25
1. Perform point repair as identified on the Drawings or at the discretion of the City. 26
This may include: 27
1) Pipe replacement 28
2) Digging a sag elimination pit and bringing the bottom of the pipe trench to 29
a uniform grade in line with the existing pipe invert 30
D. New pipe installation preparation 31
1. Furnish a rigid, solid wall cylindrical mandrel with maximum length of 2 times the 32
host sewer inside diameter and with outer diameter equal to the outside diameter of 33
the proposed liner pipe. 34
2. Pull the mandrel through the entire length of sewer to be sliplined. 35
3. If the mandrel will not pass the entire length, note the location and pull the mandrel 36
from the other end to define the entire length of the undersize pipe or obstruction. 37
4. Excavate the undersize pipe, remove the crown down to the springline on both 38
sides, and enlarge the host pipe sufficiently that the liner pipe will reside in the 39
lower half (invert to springline) after insertion. 40
5. Remove or repair obstructions such as roots, large joint offsets, rocks or other 41
debris, etc., that would prevent passage of, or damage to, the liner prior to installing 42
the liner. 43
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
6. After completing the insertion pit excavation, remove the top of the existing 1
sanitary sewer line, where required, down to the spring line. 2
3.4 INSTALLATION 3
A. Site Organization 4
1. Locate insertion or access pits such that their total number will be minimized and 5
the length of replacement pipe installed in a single pull shall be maximized. 6
2. Manhole inverts and bottoms may be removed to permit access for installation 7
equipment. 8
3. Locate equipment used to perform the work away from buildings so as not to create 9
a noise impact. Conform to City of Fort Worth Code of Ordinances, Part II, 10
Section 23-8. 11
a. Provide silencers or other devises to reduce machine noise as needed to meet 12
requirements. 13
B. Schedule 14
1. Upon commencement of the actual slip lining, do not begin a segment of work that 15
cannot be completed before the end of the work day. 16
C. Finished Pipe 17
1. The installed replacement pipe shall be continuous over the entire length of each 18
pipe segment from manhole to manhole and shall be free from visual defects such 19
as foreign inclusions, concentrated ridges, discoloration, pitting, varying wall 20
thickness, pipe separation and other deformities. 21
2. Carefully cut out the replacement pipe passing through or terminating in a manhole 22
in a shape and manner approved by the Engineer. 23
3. Streamline and improve the manhole invert and benches to ensure smooth flow. 24
4. The installed pipe shall meet the leakage requirements of the pressure test specified 25
herein. 26
D. Pipe Jointing 27
1. Assemble and join sections of HDPE liner pipe on the job site above ground. 28
2. Use the heating and butt-fusion system for jointing in strict conformance with the 29
manufacturer's printed instructions and in accordance to Section 33 31 15. 30
3. Ensure that the butt-fusion joints have a smooth, uniform, double rolled back bead 31
made while applying the proper melt, pressure and alignment. 32
4. It shall be the sole responsibility of the Contractor to provide an acceptable butt-33
fusion joint. 34
5. Make all joints available for inspection by the Engineer before insertion. 35
6. After the butt joints have been inspected, remove the exterior joint bead in 36
37
weakening the pipe or pipe joint. 38
7. Join the replacement pipe on site in appropriate working lengths near the insertion 39
pit. 40
a. The maximum length of continuous replacement pipe which shall be assembled 41
above ground and pulled on the job site at any 1 time shall be 600 linear feet. 42
33 31 22 - 10
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
8. For situations where the liner pipe is not pulled all the way to the manhole or if it is 1
impossible to pull the liner pipe all the way through, the following shall apply: 2
a. At the direction of the Engineer, a full circle steel clamp shall be utilized to 3
connect segments of the HDPE pipe. 4
E. New Pipe Installation 5
1. Connect a power winch cable to the end of the liner by use of a suitable pulling 6
head, equal to the outside diameter of the liner. 7
2. Secure the pulling head to the liner and then attach the head to the power winch 8
cable so that the liner can be satisfactorily fed and pulled through the sanitary sewer 9
main. 10
3. Provide proper bumpers in the insertion pit in order to prevent the ragged edges of 11
the existing pipe from scarring the outside of the liner as it is pulled into the 12
existing sewer. 13
4. Take appropriate precautions to not damage the liner or break or separate any of the 14
butt-fused joints. 15
a. Limit the length of the liner pulled in any 1 segment as necessary to prevent 16
any backup of service lines which may result due to restricted flow through the 17
annular space. 18
5. In order to ensure the integrity of the polyethylene liner, limit the pulling force 19
exerted on the liner to that recommended by the liner manufacturer. 20
6. Use a suitable pulling head such that the pulling head and liner will separate from 21
each other when the pulling force exerted on the liner reaches the maximum force 22
recommended by the manufacturer. 23
a. The pulling head design (including calculations) shall be approved by the 24
Engineer prior to its use. 25
7. As an alternative, use a measuring device (spring, gauge, etc.) connected to the 26
pulling cable which shall register the pulling force being exerted on the liner. 27
a. The pulling force shall not exceed the maximum force recommended by the 28
manufacturer. 29
1) The measuring device shall be approved by the Engineer prior to its use. 30
8. The Contractor may be allowed to push the liner subject to the Engineer's approval. 31
a. Use care to avoid any buckling of the liner by limiting the stroke of the 32
backhoe. 33
b. Any portion of the liner damaged during this insertion process shall be cut out 34
and the liner rejected. 35
9. In certain cases, the Contractor may be permitted to use a combination of pulling 36
and pushing to enhance the insertion of the liner. 37
a. A liner that is permitted to be pushed shall not have an open end which can 38
allow sand or other debris to be pushed into the liner. 39
10. In all excavations where the liner is not within the existing sanitary sewer line 40
(carrier pipe), install cement-stabilized sand bedding per Section 33 05 10. 41
11. FRP liner pipe may be pushed or pulled into existing sewers. Insert pipes, 42
spigot end first, with bell end tailing. Apply pushing force to pipe wall end 43
44
jacking loads to end of bell. Maximum allowable joint angular deflection shall 45
be one degree. Contractor to keep within safe jacking loads as follows: 46
a. 60-inch FRP Liner 47
33 31 22 - 11
SANITARY SEWER SLIPLINING
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
1) 191 Tons for 62 psi Stiffness 1
F. Anchoring New Liner and Sealing Manholes 2
1. The new liner shall protrude in the manholes for enough distance to allow sealing 3
and trimming (but not less than 4 inches). 4
2. Wait a minimum of 10 hours after installation for the liner to reach equilibrium 5
before sealing the new liner at manholes. 6
3. Seal the annular space between the liner and the existing sanitary sewer main at 7
each manhole with a chemical seal and nonshrink repair mortar (grout). 8
a. Place Oakum soaked in Scotchseal 5600 or equal in a band to form an effective 9
water-tight gasket in the annular space between the liner and the existing pipes 10
in the manholes. 11
b. The width of the band shall be a minimum of 12 inches or ½ the diameter of the 12
pipe, whichever is greater. 13
c. Finish off with non-shrink repair mortar (grout) placed around the annular 14
space from inside the manhole to a width of not less than 6 inches. 15
d. The chosen method, including chemicals and materials, must be approved by 16
the Engineer. 17
4. Cut the liner so that it extends a minimum of 4 inches into the manhole. 18
a. Make a smooth, vertical cut and slope the area over the top of the exposed liner 19
using non-shrink repair mortar (grout). 20
b. Use repair mortar to form a smooth transition with a reshaped invert and a 21
raised manhole bench such that the shape edges of the liner pipe, the concrete 22
bench or the channeled invert shall not catch debris or create a stoppage. 23
c. Rework the invert of the manhole to match the flow line of the new liner. 24
G. Sewer Service Connections 25
1. Install service connections in accordance with Section 33 31 50. 26
H. Grouting of Annular Space 27
1. Grout annular space between host pipe and slipliner pipe in accordance with 28
Section 33 31 41. 29
3.5 REPAIR / RESTORATION [NOT USED] 30
3.6 RE-INSTALLATION [NOT USED] 31
3.7 FIELD [OR] SITE QUALITY CONTROL 32
A. Field Tests and Inspections 33
1. Post-Construction Closed Circuit Television (CCTV) Inspection 34
a. Conduct a Post-Construction CCTV Inspection in accordance with Section 33 35
01 31. 36
B. Responsibility for Overflows and Spills 37
1. It shall be the responsibility of the Contractor to schedule and perform the 38
Work in a manner that does not cause or contribute to incidence of overflows 39
or spills of sewage from the sewer system. 40
33 31 22 - 12
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised December 20, 2012
2. In the event that the Contractors work activities contribute to overflows or 1
spills, the Contractor shall immediately take appropriate action to contain and 2
stop the overflow, cleanup the spillage, disinfect the area affected by the spill, 3
and notify the City in a timely manner. 4
3.8 SYSTEM STARTUP [NOT USED] 5
3.9 ADJUSTING [NOT USED] 6
3.10 CLEANING [NOT USED] 7
3.11 CLOSEOUT ACTIVITIES [NOT USED] 8
3.12 PROTECTION [NOT USED] 9
3.13 MAINTENANCE [NOT USED] 10
3.14 ATTACHMENTS [NOT USED] 11
END OF SECTION 12
13
Revision Log
DATE NAME SUMMARY OF CHANGE
14
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
CITY PROJECT No. 103497
SECTION 33 31 411
SLIP LINING GROUT 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Furnishing and placing of grout in the annular space between slipliner pipes and 6
host sewers. 7
B. Related Specification Sections include, but are not necessarily limited to: 8
1. Division 0 Bidding Requirements, Contract Forms, and Conditions of the 9
Contract 10
2. Division 1 General Requirements 11
3. Section 33 31 22 Sanitary Sewer Slip Lining 12
1.2 PRICE AND PAYMENT PROCEDURES 13
A. Measurement and Payment 14
1. Slip Lining Grout 15
a. Measurement 16
1) This item is considered subsidiary to Sanitary Sewer Slip Lining installed. 17
b. Payment 18
1) Unit Prices: No separate payment will be made for work performed under 19
this Section. Include the cost of such work in contract unit prices for 20
sliplining wastewater mains. 21
22
1.3 REFERENCES 23
A. Definitions 24
1. Slip Lining 25
a. Rehabilitation of existing sanitary sewer pipe by pulling or pushing liner pipe 26
into the existing sewer pipe by use of mechanical and/or hydraulic equipment 27
b. Once in place, the liner pipe is allowed time to relax (return to original shape 28
after elongation due to pulling forces) and is then cut to fit between manholes. 29
c. Annular spaces between the liners and existing sewer pipes are sealed at each 30
manhole. 31
d. Manhole inverts and benches are reworked and reshaped. 32
e. Existing sewers not immediately affected by the slip lining process remain in 33
operation during the slip lining process, with sewage diverted around the 34
operations in progress. 35
B. Reference Standards 36
1. Reference standards cited in this Specification refer to the current reference 37
standard published at the time of the latest revision date logged at the end of this 38
Specification, unless a date is specifically cited. 39
2. American Society for Testing and Materials (ASTM): 40
33 31 41 - 2
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
CITY PROJECT No. 103497
a. C109 - Standard Test Method for Compressive Strength of Hydraulic Cement 1
Mortars (Using 2-inch or 50-mm Cube Specimens) 2
b. C138 - Test Method for Unit Weight, Yield, and Air Content (Gravimetric) of 3
Concrete 4
c. C144 - Standard Specification for Masonry Mortar 5
d. C150 - Standard Specification for Portland Cement 6
e. C403 - Test Method for Time of Setting of Concrete Mixtures by Penetration 7
Resistance 8
f. C495 - Test Method for Compressive Strength of Lightweight Insulating 9
Concrete 10
g. C618 - Standard Specification for Fly Ash and Raw or Calcined Natural 11
Pozzolan for use as a Mineral Admixture in Portland Cement Concrete 12
1.4 ADMINISTRATIVE REQUIREMENTS13
A. Coordination 14
1. Coordinate with City, Engineer, franchise utilities, etc. as described in the 15
Drawings. 16
2. Provide advanced notice prior to commencing actual pipe slip lining activities as 17
described in the Drawings in order to allow the City to provide appropriate 18
advanced notice to affected residents.19
3. Review the location and number of insertion or access pits with the City Inspector 20
prior to excavation. 21
1.5 SUBMITTALS 22
A. Submittals shall be in accordance with Section 01 33 00. 23
B. All submittals shall be approved by the City prior to delivery. 24
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 25
A. Product Data 26
1. Include manufacturer's technical data showing complete information on material 27
composition and physical properties. 28
B. Shop Drawings 29
1. At least 30 days prior to grouting, submit information on equipment, grout mixes 30
and procedures 31
2. Equipment and operational procedures including mixing and pumping schedule, 32
grouting pressures, rates of pumping, and methods for monitoring the effectiveness 33
of the grouting 34
3. Detailed descriptions, and drawings indicating proposed locations, of surface 35
mixing equipment, subsurface injection points, flowlines, waste grout recovery, 36
grout pressure limiting equipment, bulkheads, and venting system. 37
4. Bulkhead design 38
5. Annular Space (between casing pipe and casing/tunnel liner plate) Grouting 39
Work Plan and Methods including:40
a. Grouting methods 41
b. Details of equipment 42
c. Grouting procedures and sequences including: 43
1) Injection methods 44
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
CITY PROJECT No. 103497
2) Injection pressures 1
3) Monitoring and recording equipment 2
4) Pressure gauge calibration data 3
5) Materials 4
d. Grout mix details including:5
1) Proportions 6
2) Admixtures including: 7
a) 8
b) Laboratory test data verifying the strength of the proposed grout 9
mix 10
c) Proposed grout densities11
d) Viscosity 12
e) Initial set time of grout13
(1) Data for these requirements shall be derived from trial batches 14
from an approved testing laboratory. 15
e. Submit a minimum of 3 other similar projects where the proposed grout 16
mix design was used. 17
f. Submit anticipated volumes of grout to be pumped for each application 18
and reach grouted. 19
g. For pipe installations greater than 36-inches, without hold down jacks or a 20
restrained spacer, provide buoyant force calculations during grouting and 21
measures to prevent flotation.22
1) Calculations sealed by a licensed Engineer in the State of Texas. 23
h. Description of methods and devices to prevent buckling of carrier pipe 24
during grouting of annular space, if required. 25
1.7 CLOSEOUT SUBMITTALS [NOT USED] 26
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 27
1.9 QUALITY ASSURANCE 28
A. Qualifications 29
1. The applicator of the grout mix shall be certified by the grout mix manufacturer. 30
The certified applicator shall be regularly engaged in the placement of grout, 31
including completion of pipeline grouting installations having at least 1000 cubic 32
yards in the past 3 years. 33
B. Certifications 34
1. Provide Qualifications and experience of grout mix applicator. 35
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 36
1.11 FIELD [SITE] CONDITIONS [NOT USED]37
1.12 WARRANTY 38
A. Manufacturer Warranty 39
1. M all be in accordance with Division 1. 40
PART 2 - PRODUCTS 41
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 42
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CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
CITY PROJECT No. 103497
2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 1
A. Materials 2
1. Fiberglass Reinforced Liner Pipe3
a. The pipe and fitting material shall conform to Section 33 31 13. 4
2. Cement 5
a. In accordance with ASTM C 150. 6
1) Pozzolans and other cementitious materials are permitted. 7
3. Fly Ash 8
a. In accordance with ASTM C618; either Type C or Type F shall be used. 9
4. Sand 10
a. If provided, shall be in accordance with ASTM C144, except as modified 11
below: 12
U.S. Standard Percent Passing 13
Sieve Size by Weight 14
15
No. 16 100 16
No. 30 60 - 85 17
No. 50 10 - 35 18
No. 100 5 - 25 19
No. 200 0 - 10 20
21
5. Water 22
a. Potable water free from deleterious amount of alkali, acid, and organic 23
materials which would adversely affect the setting time or strength of the 24
sliplining grout. 25
26
6. Admixtures 27
a. Selected by slip lining grout manufacturer to conform to performance 28
requirements, improve pumpability, control set time, and reduce segregation. 29
7. Grout of annular space 30
a. For gravity sewer carrier pipe installation: 31
1) Fill all voids between the carrier pipe and the casing or liner with 32
grout. 33
2) All exterior carrier pipe surfaces and all interior casing or liner 34
surfaces shall be in contact with the grout. 35
b. For water line installation: 36
1) No annular space fill will be used. 37
8. Grout Mixes 38
a. Low Density Cellular Grout (LDCC) 39
1) Annular space (between sewer carrier pipe and casing/liner) grout 40
shall be LDCC. 41
2) The LDCC shall be portland cement-based grout mix with the addition 42
of a foaming agent designed for this application. 43
3) Develop 1 or more grout mixes designed to completely fill the annular 44
space based on the following requirements: 45
a) Provide adequate retardation to completely fill the annular space 46
in 1 monolithic pour.47
b) Provide less than 1 percent shrinkage by volume. 48
33 31 41 - 5
SLIP LINING GROUT
Page 5 of 7
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
CITY PROJECT No. 103497
c) Compressive Strength 1
(1) Minimum strength of 10 psi in 24 hours, 300 psi in 28 days 2
d) Design grout mix with the proper density and use proper methods 3
to prevent floating of the carrier pipe. 4
e) Proportion grout to flow and to completely fill all voids between 5
the carrier pipe and the casing or liner. 6
7
2.3 ACCESSORIES [NOT USED] 8
2.4 SOURCE QUALITY CONTROL [NOT USED]9
PART 3 - EXECUTION 10
3.1 INSTALLERS [NOT USED] 11
3.2 EXAMINATION [NOT USED] 12
3.3 PREPARATION 13
A. Notify the City at least 24 hours in advance of grouting operations. 14
B. Select and operate grouting equipment and carry out procedures with sufficient safety 15
and care to avoid damage to existing underground utilities and structures. 16
3.4 INSTALLATION 17
A. Equipment 18
1. Mixers and Pumps: System shall mix the grout to a homogeneous consistency. 19
Deliver grout to the injection point at a steady pressure with a nonpulsating 20
centrifugal or triplex pump at the mix tank. Provide ways to increase or decrease 21
the water-cement ratio and accurately measure grout component quantities, 22
pumping pressures, and volumes pumped. 23
2. Pressure Gauges: 24
a. Pressure gauges shall be equipped with diaphragm seals, have a working range 25
between 1.5 to 2.0 times the design grout pressure, and have an accuracy within 26
0.5 percent of full range. 27
b. Provide one pressure gauge at the point of injection and one pressure gauge at 28
the grout pump. 29
c. Grouting shall not proceed without appropriate gauges in place and in working 30
order. 31
B. Grouting 32
1. Place grout in the annular space between the sliplining pipe and the host sewer. 33
Completely fill the annular space without deflecting the pipe. Test grout equipment 34
and procedures in accordance with approved submittals. Perform testing on the first 35
pipeline segment to be grouted; testing must be performed under observation by the 36
City. If the grout does not totally fill the annular space, adjust the procedure or the 37
mix, and rerun the test on the first pipeline segment. 38
2. Procedure: 39
33 31 41 - 6
SLIP LINING GROUT
Page 6 of 7
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
CITY PROJECT No. 103497
a. Place grout for a given pipeline segment between bulkheads. Place bulkheads at 1
the ends of each pipeline segment to seal the annular space from sewer flow. 2
Do not remove bulkheads until after grout has set. 3
b. Equip slipliner pipes with weirs to fill the pipes with water to prevent flotation 4
during grouting operations. 5
c. Remove or control standing or running water in annular spaces to maintain the 6
correct water ratio of the grout mixture. Grout the annular space by injecting 7
grout from one end of the pipeline segment, allowing it to flow toward the other 8
end. Vent the annular space to assure uniform filling of the void space. 9
d. Limit pressure on the annular space to prevent damage to the liner; do not 10
exceed 5 psi. Regardless of the pressure, Contractor shall be solely responsible 11
for any damage or distortion to slipliner pipe due to grouting. At the bulkhead 12
opposite to the point of grouting, provide and monitor an open-ended high point 13
tap or equivalent vent. 14
e. Pump grout until grout within 0.3 pounds per gallon of specified grout injection 15
density discharges from the end opposite the injection point. This procedure is 16
intended to ensure that the grout is not diluted by extraneous water in the 17
annulus. 18
f. No hardened grout is permitted in the slipliner pipe invert after completion of 19
grouting operations. 20
g. Operate dewatering systems until the grouting of slipliner pipe is complete. 21
C. Sewer Service Connections 22
1. Install service connections in accordance with Section 33 31 50. 23
3.5 REPAIR / RESTORATION [NOT USED]24
3.6 RE-INSTALLATION [NOT USED] 25
3.7 FIELD [OR] SITE QUALITY CONTROL26
A. Density 27
1. During placement of grout, measure density in accordance with ASTM C 138 at 28
least twice per hour. Adjust the mix as required to obtain the specified cast density. 29
B. Sampling: 30
1. Take 4 test specimens for each 100 cubic yards of grout, or for each 4 hours of 31
placing. 32
2. Test in accordance with ASTM C 495 except:33
a. Specimens shall be 3-inch by 6-inch cylinders covered after casting to prevent 34
damage and loss of moisture. Moist-cure specimens for at least the first 7 days; 35
perform at least one compressive strength test of each set of samples at 28 days. 36
b. Do not oven-dry specimens to be tested. Specimens may be tested at any age to 37
monitor compressive strength. The material may require special handling and 38
testing techniques. 39
40
3.8 SYSTEM STARTUP [NOT USED] 41
3.9 ADJUSTING [NOT USED] 42
3.10 CLEANING [NOT USED] 43
33 31 41 - 7
SLIP LINING GROUT
Page 7 of 7
CITY OF FORT WORTH MARINE CREEK SS PART 1 - M-245B SLIPLINE
CITY PROJECT No. 103497
3.11 CLOSEOUT ACTIVITIES [NOT USED] 1
3.12 PROTECTION [NOT USED] 2
3.13 MAINTENANCE [NOT USED] 3
3.14 ATTACHMENTS [NOT USED] 4
END OF SECTION5
6
Revision Log
DATE NAME SUMMARY OF CHANGE
7
CITY OF FORT WORTH MARINE CREEK SS PART 1 M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
APPENDIX
GC-6.06.D Minority and Women Owned Business Enterprise Compliance
GC-6.07 Wage Rates
GC-6.09 Permits and Utilities
GR-01 60 00 Product Requirements
CITY OF FORT WORTH MARINE CREEK SS PART 1 M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
GC-6.06.D Minority and Women Owned Business
Enterprise Compliance
THIS PAGE LEFT INTENTIONALLY BLANK
ATTACHMENT 1A
Page 1 of 4
Rev. 2/10/15
City of Fort Worth
Minority Business Enterprise
MBE Subcontractors/Suppliers Utilization Form
OFFEROR COMPANY NAME:Check applicable block to describe
Offeror
M/W/DBE NON-M/W/DBEPROJECT NAME:
BID DATE
City’s MBE Project Goal:
%
Offeror’s MBE Project Commitment:
%
PROJECT NUMBER
Identify all subcontractors/suppliers you will use on this project
Failure to complete this form, in its entirety with requested documentation, and received by the Purchasing
Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date,
will result in the bid being considered non-responsive to bid specifications.
The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization
schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing
misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being
considered non-responsive to bid specifications.
MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of
bid or the business has a Significant Business Presence in the Marketplace.Marketplace is the geographic
area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties.
Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of
subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a
subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2nd tier. The prime
contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBE and
counting those dollars towards meeting the contract committed goal.
ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority
business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies that
the City may deem appropriate and accepted by the City of Fort Worth.
If hauling services are utilized, the Offeror will be given credit as long as the MBE listed owns and
operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease
trucks from another MBE firm, including MBE owner-operated, and receive full MBE credit. The MBE may
lease trucks from non-MBEs, including owner-operated, but will only receive credit for the fees and
commissions earned by the MBE as outlined in the lease agreement.
ATTACHMENT 1A
Page 2 of 4
Rev. 2/10/15
Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be
listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal.
SUBCONTRACTOR/SUPPLIER
Company Name
Address
Telephone/Fax
Email
Contact Person
T
i
e
r
NCTRCA N
o
n Detail
Subcontracting
Work
Detail
Supplies
Purchased Dollar AmountM
B
E
W
B
E
M
B
E
ATTACHMENT 1A
Page 3 of 4
Rev. 2/10/15
Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be
listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal.
SUBCONTRACTOR/SUPPLIER
Company Name
Address
Telephone/Fax
Email
Contact Person
T
i
e
r
NCTRCA N
o
n Detail
Subcontracting
Work
Detail
Supplies
Purchased Dollar AmountM
B
E
W
B
E
M
B
E
ATTACHMENT 1A
Page 4 of 4
Rev. 2/10/15
Total Dollar Amount of MBE Subcontractors/Suppliers $
Total Dollar Amount of Non-MBE Subcontractors/Suppliers $
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $
The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the
Minority and Women Business Enterprise Office through the submittal of a Request for Approval of
Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result
in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed
explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail
explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and
any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any
books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with
owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that
will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee
of the City. Any intentional and/or knowing misrepresentation of facts will 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 laws concerning false statements. Any failure to comply with this ordinance creates a material
breach of the contract and may result in a determination of an irresponsible Offeror and debarment from
participating in City work for a period of time not less than one (1) year.
Authorized Signature Printed Signature
Title Contact Name/Title (if different)
Company Name Telephone and/or Fax
Address E-mail Address
City/State/Zip Date
ATTACHMENT 1B
Page 1 of 1
Rev./1 /
City of Fort Worth
Business E Specifications
Prime Contractor Waiver Form
OFFEROR COMPANY NAME:Check applicable block to describe rime
M/WBE NON-M BEPROJECT NAME:
BID DATE
City’s MBE Project Goal:
%
Offeror’s MBE Project Commitment:
%
PROJECT NUMBER
If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on
this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is
NO, then you must complete ATTACHMENT 1C. This form is only applicable if both answers are yes.
Failure to complete this form in its entirety and be received by the Purchasing Division no later than 2:00
p.m., on the second City business day after bid opening, exclusive of the bid opening date, will result in
the bid being considered non-responsive to bid specifications.
Will you perform this entire contract without subcontractors?
If yes, please provide a detailed explanation that proves based on the size and scope of this
project, this is your normal business practice and provide an operational profile of your business.
YES
NO
Will you perform this entire contract without suppliers?
If yes, please provide a detailed explanation that proves based on the size and scope of this
project, this is your normal business practice and provide an inventory profile of your business.
YES
NO
The Offeror further agrees to provide, directly to the City upon request, complete and accurate information
regarding actual work performed by all subcontractors, including M BE(s) on this contract, the payment
thereof and any proposed changes to the original M BE(s) arrangements submitted with this bid. The Offeror
also agrees to allow an audit and/or examination of any books, records and files held by their company that will
substantiate the actual work performed by the M BEs on this contract, by an authorized officer or
employee of the City. Any intentional and/or knowing misrepresentation of facts will 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 laws concerning false statements. Any failure to comply with this
ordinance creates a material breach of contract and may result in a determination of an irresponsible Offeror
and barred from participating in City work for a period of time not less than one (1) year.
______________________________________ ___________________________________________
Authorized Signature Printed Signature
______________________________________ ___________________________________________
Title Contact Name (if different)
______________________________________ ___________________________________________
Company Name Phone Number Fax Number
______________________________________ ___________________________________________
Address Email Address
______________________________________ ___________________________________________
City/State/Zip Date
ATTACHMENT 1C
Page 1 of 4
//
City of Fort Worth
Good Faith Effort Form
OFFEROR
COMPANY NAME:
Check applicable bo to describe
Offeror
N -
PROJECT NAME:
BID DATE
Goal:
%
Offeror’s Commitment:
%
PROJECT NUMBER
If the Offeror did not meet or exceed the oal for this project, the Offeror must complete
this form.
If the Offeror’s method of compliance with the oal is based
upon demonstration of a “ood aith ffort”, the Offeror will have the burden of
correctly and accurately preparing and submitting the documentation required by the
City. Compliance with each item, 1 thru 1 below, shall satisfy the Good Faith Effort
requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts
or intentional discrimination by the Offeror.
Failure to complete this form, in its entirety with supporting documentation, and received by the
Purchasing Division no later than 2:00 p.m. on the City business day after bid opening, exclusive
of bid opening date, will result in the bid being considered non-responsive to bid specifications.
1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this
project, regardless of whether it is to be provided by a or non-
. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each
subcontracting and or supplier opportunity regardless of tier.
(Use additional sheets, if necessary)
List of Subcontracting Opportunities List of Supplier Opportunities
ATTACHMENT 1C
Page 2 of 4
Date of Listing _____
2.) Obtain a current (not more than two (2) months old from the bid open date) list of
subcontractors and/or suppliers from the City's .
Yes
No
3.)
Yes
4.)
(If yes, attach list to include name of firm, person contacted,phone number and date and
(If yes, attach list to include name of firm, fax number and date and time of contact. In addition, if the fax
Yes (If yes, attach email confirmation to include name of firm, date and time. In addition, if an
email is returned as undeliverable, then that “undeliverable message” receipt must be printed directly from the
email system for proper documentation. Failure to submit confirmation and/or “undeliverable message”
documentation may render the GFE non-responsive.)
No
NOTE: The methods identified above are acceptable for soliciting bids, and each selected
method must be applied to the applicable contract. The Offeror must document that either at
least two attempts were made using two of the methods or that at least one successful contact was
made using one of the methods in order to deemed responsive to the Good Faith Effort requirement.
NOTE: The Offeror must contact the entire list specific to each
subcontracting and supplier opportunity to be in compliance with questions 3 thru .
.) Did you provide plans and specifications to potential ?
Yes
Yes
.) Did you provide the information regarding the location of plans and specifications in order to assist
ATTACHMENT 1
.) Did you prepare a quotation for the s to bid on goods/services specific to their
skill set?
(If yes, attach all copies of quotations.)
Yes (If yes, attach the information that was not valid in order for the to address
the corrections needed.)
(Please use additional sheets, if necessary, and attach.)
Company Name Telephone Contact Person Scope of Work Reason for Rejection
ADDITIONAL INFORMATION:
Please provide additional information you feel will further explain your good and honest efforts to obtain
participation on this project.
__________________________________________________________________________________________
__________________________________________________________________________________________
__________________________________________________________________________________________
__________________________________________________________________________________________
The Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed on this contract,
the payment thereof and any proposed changes to the original arrangements submitted
with this bid. The Offeror also agrees to allow an audit and/or examination of any
books, records and files held by their company that will substantiate the actual work
performed on this contract, by an authorized officer or employee of the City.
.) Was the contact information on any of the listings not valid?
ATTACHMENT 1C
Page 4 of 4
The undersigned certifies that the information provided and the
listed was/were contacted in good faith. It is understood that any
listed in Attachment 1C will be contacted and the reasons for not using them will be
verified by the City’s .
_______________________________________
Authorized Signature
_______________________________________
Title
_______________________________________
Company Name
______________________________________
Address
_______________________________________
City/State/Zip
_______________________________________
Printed Signature
_______________________________________
Contact Name and Title (if different)
_______________________________________
Phone Number
_______________________________________
Email Address
_______________________________________
Date
Joint Venture
Page 1 of 3
Rev. 2/1 /1
CITY OF FORT WORTH
M BE Joint Venture Eligibility Form
All questions must be answered; use “N/A” if not applicable.
.
Name of City project: ___________________________________________________________________________
A joint venture form must be completed on each project
RFP/Bid/Purchasing Number: ____________________________
1. Joint venture information:
Joint Venture Name:
Joint Venture Address:
(If applicable)
Telephone: Facsimile: E-mail address:
Cellular:
Identify the firms that comprise the joint venture:
Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the
joint venture
M BE firm
name:
Non-M BE firm
name:
Business Address: Business Address:
City, State, Zip: City, State, Zip:
Telephone Facsimile E-mail Telephone Facsimile
Cellular Cellular
Certification Status:E-mail address
Name of Certifying Agency:
2. Scope of work performed by the Joint Venture:
Describe the scope of work of the M BE: Describe the scope of work of the non-M BE:
Joint Venture
Page 2 of 3
Rev. 2/1 /1
What is the percentage of M BE participation on this joint venture that you wish to be counted toward
meeting the project goal?_____________________
Attach a copy of the joint venture agreement.
List components of ownership of joint venture:(Do not complete if this information is described in joint venture
agreement)
Profit and loss sharing:
Capital contributions, including
equipment:
Other applicable ownership interests:
6. Identify by name, race, sex and firm those individuals (with titles)who are responsible for 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 major equipment
and/or supplies
Supervision of field operations
The City’s will review your joint venture submission and will have final
approval of the M BE percentage applied toward the goal for the project listed on this form.
NOTE:
From and after the date of project award, if any of the participants, the individually defined scopes of work or
the dollar amounts/percentages change from the originally approved information, then the participants must
inform the City’s immediately for approval. Any unjustified change or
deletion shall be a material breach of contract and may result in debarment in accord with the procedures
outlined in the City’s Ordinance .
Joint Venture
Page 3 of 3
Rev. 2/1 /1
AFFIDAVIT
The undersigned affirms that the foregoing statements are true and correct and include all material information
necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall
agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments
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 provide requested information within the time specified is grounds
for termination of the eligibility process.
The undersigned agree to permit audits, interviews with owners and examination of the books, records and files
of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this
provision shall result in the termination of any contract, which may be awarded under the provisions of this joint
venture’s eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false
statements or willful misrepresentation of facts.
Name of MBE firm Name of non-MBE firm
Printed Name of Owner Printed Name of Owner
Signature of Owner Signature of Owner
Printed Name of Owner Printed Name of Owner
Signature of Owner Signature of Owner
Title Title
Date Date
Notarization
State of _________________________________________ County of _________________________________
On this _____________________________ day of _________________, 20 ____, before me appeared
___________________________________________ and ___________________________________________
to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were
properly authorized to execute this affidavit and did so as their free act and deed.
Notary Public ______________________________________________________
Print Name
Notary Public ______________________________________________________
Signature
Commission Expires _________________________________________________ (seal)
CITY OF FORT WORTH MARINE CREEK SS PART 1 M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
GC-6.07 Wage Rates
THIS PAGE LEFT INTENTIONALLY BLANK
2013 PREVAILING WAGE RATES
(Heavy and Highway Construction Projects)
CLASSIFICATION DESCRIPTION
Asphalt Distributor Operator
Asphalt Paving Machine Operator
Asphalt Raker
Broom or Sweeper Operator
Concrete Finisher, Paving and Structures
Concrete Pavement Finishing Machine Operator
Concrete Saw Operator
Crane Operator, Hydraulic 80 tons or less
Crane Operator, Lattice Boom 80 Tons or Less
Crane Operator, Lattice Boom Over 80 Tons
Crawler Tractor Operator
Electrician
Excavator Operator, 50,000 pounds or less
Excavator Operator, Over 50,000 pounds
Flagger
Form Builder/Setter, Structures
Form Setter, Paving & Curb
Foundation Drill Operator, Crawler Mounted
Foundation Drill Operator, Truck Mounted
Front End Loader Operator, 3 CY or Less
Front End Loader Operator, Over 3 CY
Laborer, Common
Laborer, Utility
Loader/Backhoe Operator
Mechanic
Milling Machine Operator
Motor Grader Operator, Fine Grade
Motor Grader Operator, Rough
Off Road Hauler
Pavement Marking Machine Operator
Pipelayer
Reclaimer/Pulverizer Operator
Reinforcing Steel Worker
Roller Operator, Asphalt
Roller Operator, Other
Scraper Operator
Servicer
Small Slipform Machine Operator
Spreader Box Operator
Truck Driver Lowboy-Float
Truck Driver Transit-Mix
Truck Driver, Single Axle
Truck Driver, Single or Tandem Axle Dump Truck
Truck Driver, Tandem Axle Tractor with Semi Trailer
Welder
Work Zone Barricade Servicer
Wage Rate
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
15.32
13.99
12.69
11.74
14.12
16.05
14.48
18.12
17.27
20.52
14.07
19.80
17.19
16.99
10.06
13.84
13.16
17.99
21.07
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
16.18
13.08
11.51
12.96
14.58
15.96
14.73
16.24
14.14
12.31
12.62
12.86
14.84
11.68
The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by
the United States Department of Labor and current as of September 2013. The titles and descriptions for the
classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway,
Heavy, Utilities, and Industrial Construction in Texas.
Page 1 of 1
2013 PREVAILING WAGE RATES
(Commercial Construction Projects)
CLASSIFICATION DESCRIPTION
AC Mechanic
AC Mechanic Helper
Acoustical Ceiling Installer
Acoustical Ceiling Installer Helper
Bricklayer/Stone Mason
Bricklayer/Stone Mason Trainee
Bricklayer/Stone Mason Helper
Carpenter
Carpenter Helper
Concrete Cutter/Sawer
Concrete Cutter/Sawer Helper
Concrete Finisher
Concrete Finisher Helper
Concrete Form Builder
Concrete Form Builder Helper
Drywall Mechanic
Drywall Helper
Drywall Taper
Drywall Taper Helper
Electrician (Journeyman)
Electrician Apprentice (Helper)
Electronic Technician
Floor Layer
Floor Layer Helper
Glazier
Glazier Helper
Insulator
Insulator Helper
Laborer Common
Laborer Skilled
Lather
Metal Building Assembler
Metal Building Assembler Helper
Metal Installer (Miscellaneous)
Metal Installer Helper (Miscellaneous)
Metal Stud Framer
Metal Stud Framer Helper
Painter
Painter Helper
Pipefitter
Pipefitter Helper
Plasterer
Plasterer Helper
Plumber
Plumber Helper
Reinforcing Steel Setter
Wage Rate
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
25.24
13.67
16.83
12.70
19.45
13.31
10.91
17.75
14.32
17.00
11.00
15.77
11.00
15.27
11.00
15.36
12.54
15.00
11.50
19.63
15.64
20.00
18.00
10.00
21.03
12.81
16.59
11.21
10.89
14.15
12.99
16.00
12.00
13.00
11.00
16.12
12.54
16.44
9.98
21.22
15.39
16.17
12.85
21.98
15.85
12.87
Page 1 of 2
Reinforcing Steel Setter Helper
Roofer
Roofer Helper
Sheet Metal Worker
Sheet Metal Worker Helper
Sprinkler System Installer
Sprinkler System Installer Helper
Steel Worker Structural
Steel Worker Structural Helper
Waterproofer
Equipment Operators
Concrete Pump
Crane, Clamsheel, Backhoe, Derrick, D'Line Shovel
Forklift
Foundation Drill Operator
Front End Loader
Truck Driver
Welder
Welder Helper
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
11.08
16.90
11.15
16.35
13.11
19.17
14.15
17.00
13.74
15.00
18.50
19.31
16.45
22.50
16.97
16.77
19.96
13.00
The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted
and published by the North Texas Construction Industry (Fall 2012) Independently compiled by the Lane Gorman
Trubitt, PLLC Construction Group. The descriptions for the classifications listed are provided on the TEXO's (The
Construction Association) website. www.texoassociation.org/Chapter/wagerates.asp
Page 2 of 2
CITY OF FORT WORTH MARINE CREEK SS PART 1 M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
GC-6.09 Permits and Utilities
THIS PAGE LEFT INTENTIONALLY BLANK
JLL
November 10, 2023
City of Fort Worth
Attention: Mr. Liam Conlon
200 Texas Street
Fort Worth, TX 76102
Dear Mr. Conlon:
23W-17276
Enclosed please find one (1) fully executed Pipeline License Agreement. A copy of the executed agreement must
be available upon request at the job site as authorization to do the work. Please contact BNSF's Scheduling
Agent at wilsoncoinpernv. utilitv. ic(c�;wilsonco. com or 816-556-3624 at least fifteen (I S) days in advance of entty
and BEFORE YOUDIG, CALL (800) 533-2891 (option 7).
Licensee must ensure that each of its employees, contractors, agents or invitees entering upon the premises
completes the safety orientation program at the website www.BNSFcontractor.com prior to entering upon the
premises. The certification is good for one year, and each person entering the premises must possess the card
certifying completion.
No encroachment above, below or on BNSF Right-of-Way will be allowed without the presence of an Inspector
Coordinator and Flagman. You must contact BNSF's Scheduling Agent to arrange for those services. The
scheduling agent may be contacted at wilsoncompanv. utililv. ic cr,wilsonco. com or 816-556-3624. The installation
contractor must comply with all applicable sections of this agreement, including the requirements of section 16
regarding safety requirements prior to encroaching on BNSF Right-of-Way. The installation contractor must
present and maintain a copy of the executed agreement on site for the duration of the installation activities.
Please note that a copy of the eXecuted agreement must be available upon request at job site(s) allowing
authorization to do the work.
If you need additional information, please contact me at (817) 230-1038.
Sincerely,
9� Sc�vtanP�
Kelly Schronk
Manager - Permits
Enclosure
Jones Lang LaSalle Brokerage, Inc.
2650 Lou Menk Drive, M0B1
Fort Worth, Texas 76131
tel +1 817-352-1038
cc: wilsoncornpanv.utililv.ic(a�wilsonco.com
BNSF. info(a�railpros. com
Randy Meneweather - BNSF Roadmaster — Randv.Meneweather(c�bnsf.com
PIPELINE LICENSE
License
Effective Date BNSF RAILWAY COMPANY Licensor
CITY OF FORT WORTH Licensee
GENERAL
Drawings and Specifications
Pipeline
Premises
COMPENSATION
Section 8
Services
Section 7
Scheduling
Agent
The Wall Street Journal
LICENSOR'S RESERVED RIGHTS
Section 4
LICENSEE'S OPERATIONS
Section 24
Section 8
e.g
LIABILITY AND INSURANCE
Indemnitees
Liabilities
Licensee Parties
TO THE FULLEST EXTENT PERMITTED BY LAW, LICENSEE SHALL, AND SHALL
CAUSE ITS CONTRACTOR TO, RELEASE, INDEMNIFY, DEFEND AND HOLD
HARMLESS INDEMNITEES FOR, FROM, AND AGAINST ANY AND ALL LIABILITIES
OF ANY NATURE, KIND, OR DESCRIPTION DIRECTLY OR INDIRECTLY ARISING
OUT OF, RESULTING FROM, OR RELATED TO (IN WHOLE OR IN PART):
THIS LICENSE, INCLUDING, WITHOUT LIMITATION, ITS ENVIRONMENTAL
PROVISIONS,
ANY RIGHTS OR INTERESTS GRANTED PURSUANT TO THIS LICENSE,
LICENSEE'S OCCUPATION AND USE OF THE PREMISES,
THE ENVIRONMENTAL CONDITION AND STATUS OF THE PREMISES
CAUSED BY OR CONTRIBUTED TO BY LICENSEE, OR
ANY ACT OR OMISSION OF ANY LICENSEE PARTY.
TO THE FULLEST EXTENT PERMITTED BY LAW, LICENSEE NOW AND FOREVER
WAIVES AND WILL INDEMNIFY, DEFEND, AND HOLD THE INDEMNITEES
HARMLESS FROM ANY AND ALL CLAIMS THAT BY VIRTUE OF ENTERING INTO
THIS LICENSE, LICENSOR IS A GENERATOR, OWNER, OPERATOR, ARRANGER,
OR TRANSPORTER FOR THE PURPOSES OF THE COMPREHENSIVE
ENVIRONMENTAL RESPONSE, COMPENSATION, AND LIABILITY ACT, AS
BELOW). NOTHING IN THIS LICENSE IS MEANT BY EITHER PARTY TO
CONSTITUTE A WAIVER OF ANY INDEMNITEE'S COMMON CARRIER DEFENSES
AND THIS LICENSE SHOULD NOT BE SO CONSTRUED. IF ANY AGENCY OR
COURT CONSTRUES THIS LICENSE TO BE A WAIVER OF ANY INDEMNITEE'S
COMMON CARRIER DEFENSES, LICENSEE AGREES TO INDEMNIFY, HOLD
HARMLESS, AND DEFEND INDEMNITEES FOR ANY LIABILITIES RELATED TO THAT
CONSTRUCTION OF THIS LICENSE. IN NO EVENT AS BETWEEN LICENSOR AND
LICENSEE AS TO USE OF THE PREMISES AS CONTEMPLATED BY THIS LICENSE
SHALL LICENSOR BE RESPONSIBLE TO LICENSEE FOR THE ENVIRONMENTAL
CONDITION OF THE PREMISES.
IF ANY EMPLOYEE OF ANY LICENSEE PARTY ASSERTS THAT HE OR SHE IS AN
EMPLOYEE OF ANY INDEMNITEE, TO THE FULLEST EXTENT PERMITTED BY LAW,
LICENSEE SHALL, AND SHALL CAUSE ITS CONTRACTOR TO, RELEASE,
INDEMNIFY, DEFEND, AND HOLD THE INDEMNITEES HARMLESS FROM AND
AGAINST ANY LIABILITIES ARISING OUT OF OR RELATED TO (IN WHOLE OR IN
PART) ANY SUCH ASSERTION INCLUDING, BUT NOT LIMITED TO, ASSERTIONS OF
EMPLOYMENT BY AN INDEMNITEE RELATED TO THE FOLLOWING OR ANY
PROCEEDINGS THEREUNDER: THE FEDERAL EMPLOYERS' LIABILITY ACT, THE
SAFETY APPLIANCE ACT, THE LOCOMOTIVE INSPECTION ACT, THE
OCCUPATIONAL SAFETY AND HEALTH ACT, THE RESOURCE CONSERVATION
AND RECOVERY ACT, AND ANY SIMILAR STATE OR FEDERAL STATUTE.
THE FOREGOING OBLIGATIONS OF LICENSEE SHALL NOT APPLY TO THE
EXTENT LIABILITIES ARE PROXIMATELY CAUSED BY THE GROSS NEGLIGENCE
OR WILLFUL MISCONDUCT OF ANY INDEMNITEE, BUT SHALL APPLY TO ALL
OTHER LIABILITIES, INCLUDING THOSE ARISING FROM OR ATTRIBUTED TO ANY
OTHER ALLEGED OR ACTUAL NEGLIGENCE, INTENTIONAL ACTS, OR STRICT
LIABILITY OF ANY INDEMNITEE.
ALL PERSONAL PROPERTY, INCLUDING, BUT NOT LIMITED
TO, FIXTURES, EQUIPMENT, OR RELATED MATERIALS UPON THE PREMISES WILL BE AT
THE RISK OF LICENSEE ONLY, AND NO INDEMNITEE WILL BE LIABLE FOR ANY DAMAGE
THERETO OR THEFT THEREOF, WHETHER OR NOT DUE IN WHOLE OR IN PART TO THE
NEGLIGENCE OF ANY INDEMNITEE.
THE CONSTRUCTION OF THE PIPELINE
COMPLIANCE WITH LAWS, REGULATIONS, AND ENVIRONMENTAL MATTERS
Legal Requirements
Safety Orientation
Rights
Section
Environmental Law(s)
Hazardous Material(s)
Standards
ECP
DISCLAIMER OF WARRANTIES
LICENSOR'S DUTIES AND WARRANTIES ARE LIMITED TO THOSE EXPRESSLY
STATED IN THIS LICENSE AND SHALL NOT INCLUDE ANY IMPLIED DUTIES OR
IMPLIED WARRANTIES, NOW OR IN THE FUTURE. NO REPRESENTATIONS OR
WARRANTIES HAVE BEEN MADE BY LICENSOR OTHER THAN THOSE CONTAINED
IN THIS LICENSE. LICENSEE HEREBY WAIVES ANY AND ALL WARRANTIES,
EXPRESS OR IMPLIED, WITH RESPECT TO THE PREMISES OR WHICH MAY EXIST
BY OPERATION OF LAW OR IN EQUITY, INCLUDING, WITHOUT LIMITATION, ANY
WARRANTY OF MERCHANTABILITY, HABITABILITY OR FITNESS FOR A
PARTICULAR PURPOSE.
LICENSOR MAKES NO WARRANTY, REPRESENTATION OR CONDITION OF ANY
KIND, EXPRESS OR IMPLIED, CONCERNING (A) THE SCOPE OF THE LICENSE OR
OTHER RIGHTS GRANTED HEREUNDER TO LICENSEE OR (B) WHETHER OR NOT
OF THE PIPELINE WILL VIOLATE OR INFRINGE UPON THE RIGHTS, INTERESTS
AND ESTATES OF THIRD PARTIES, INCLUDING, WITHOUT LIMITATION, ANY
LEASES, USE RIGHTS, EASEMENTS AND LIENS OF ANY THIRD PARTY.
LICENSOR DOES NOT WARRANT ITS TITLE TO
THE PREMISES NOR UNDERTAKE TO DEFEND LICENSEE IN THE PEACEABLE
POSSESSION OR USE THEREOF. NO COVENANT OF QUIET ENJOYMENT IS MADE.
LIENS AND TAXES
Taxes
Improvements
DEFAULT, TERMINATION, AND SURRENDER
Section 26
Restoration Obligations
MISCELLANEOUS
Section 26
Purported
Assignment Purported Transferee
Section
END OF PAGE – SIGNATURE PAGE FOLLOWS
Tracking #23W-17276
This License has been duly executed by the parties hereto as of the Effective Date.
LICENSOR:
BNSF Railway Company, a Delaware corporation
By: Jones Lang LaSalle Brokerage, Inc.
4200 Buckingham Road, Suite 110
Fort Worth, TX 76155
By:
Cary Hutchings
Director, Corporate Real Estate
LICENSEE:
City of Fort Worth, a Texas municipality
D�h� su��l��off
By; Dana Burghdoff (Sep , 2023 12:32 CDT)
T;t,e: Assistant City Manager
Approved as to Form and Leqality:
������ �� ��
By:
T;t,e: Assistant City Attorney
18 Form 424; Rev. 20200605
c 348
Source: Esri, Maxar, Earthstar Geographics, and the GIS User
Community
DRAWING NO. 87599
JPMSTATE OF TX
COATING:
WALL THICKNESS:
SPECIFICATIONS / GRADE:
PIPE MATERIAL:
CONTENTS: SANITARY SEWER
CARRIER
PIPE
FIBERGLASS
SN72
1.27"
-
SIZE: 60"
CASING
PIPE
CONCRETE
-
8.5"
-
69"
WORKING PRESSURE:100 PSI
CARRIER
PIPE
LENGTH ON R/W: 187'
CASING
PIPE
187'
DESCRIPTION OF PIPELINE
PIPELINE SHOWN BOLD
COORDINATE SYSTEM: TX_NC TRACKING NO. 23W-17276
FORT WORTH
COUNTY OF TARRANT
SURVEY:
MULLIKEN, F G
CATHODIC PROTECTION
BURY: ROADWAY DITCHES
BURY: NATURAL GROUND
BURY: BASE/RAIL TO TOP
OF CASING
VENTS: NUMBER 0 SIZE - HEIGHT OF VENT ABOVE GROUND -
DATE: 4/28/2023
RED RIVER DIV.
FT WORTH SUBDIV.
L.S. 0485 MP: 348.05
1 IN = 100 FTSCALE:
EXHIBIT "A"
MP 348.05
32.7790987, -97.3332022
20'
5.5'
5.5'
NO
NOTE: PIPE TO BE INSTALLED BY TRENCHLESS METHOD INSIDE EXISTING CASING
NOTE:
EXISTING CASING UNDER
AGREEMENT GC-34364
Environmental
Compliance Plan for
BNSF Railway
Crossing
City of Fort Worth
Marine Creek Sanitary
Sewer Parallel
Interceptor M-279 & M-
245B Part 1
Tracking No. 23W-17276
Prepared by
City of Fort Worth
Prepared for
BNSF Railway Company
05/25/2023
Environmental Compliance Plan for BNSF Railway Crossing
City of Fort Worth Marine Creek Sanitary Sewer Parallel Interceptor M-279 & M-245B Part 1
1 | P a g e
TABLE OF CONTENTS
1.0 INTRODUCTION ................................................................................................ 2
1.1 Overview of the Project ...................................................................................... 2
1.2 Objective of the Environmental Compliance Plan ............................................... 4
2.0 COMMITMENT TO ENVIRONMENTAL PROTECTION ................................. 4
2.1 Roles and Responsibilities ................................................................................. 4
3.0 ENVIRONMENTAL COMPLIANCE TIMELINE ............................................... 5
3.1 Pre-Construction Compliance............................................................................. 5
3.2 Pipeline Construction ......................................................................................... 6
3.3 Post-Construction and Routine Pipeline Operations ........................................... 6
3.4 Abandonment / Removal Process ...................................................................... 6
4.0 REPORTING AND NOTIFICATIONS ............................................................... 7
4.1 Reporting of Environmental Non-Compliance .................................................... 7
5.0 ENVIRONMENTAL RESPONSE AND REMEDIATION .................................. 7
5.1 Environmental Emergency Response ................................................................ 7
LIST OF EXHIBITS
Environmental Compliance Plan for BNSF Railway Crossing
City of Fort Worth Marine Creek Sanitary Sewer Parallel Interceptor M-279 & M-245B Part 1
2 | P a g e
1.0 Introduction
1.1 Overview of the Project
City of Fort Worth (Company) has prepared this Environmental Compliance Plan (ECP)
for the Burlington Northern and Santa Fe Railway (BNSF) in order to comply with the
requirements of the Marine Creek Sanitary Sewer Parallel Interceptor M-279 & M-245B -
Part 1 (Project)
This Project involves the installation of approximately 187 linear feet of 60
fiberglass sanitary sewer lining through an existing 69 sanitary sewer line
south of Northside Drive in Fort Worth, TX. Construction materials will
include proposed fiberglass sanitary sewer lining and grout to fill annular
space of lining and existing 69 pipe. Project is a gravity sanitary sewer
system and therefore will not be under pressure. Proposed lining can
withstand up to a 100 psi working pressure.
Environmental Compliance Plan for BNSF Railway Crossing
City of Fort Worth Marine Creek Sanitary Sewer Parallel Interceptor M-279 & M-245B Part 1
3 | P a g e
The Pipeline crosses BNSF property at approximately 232 feet north of marker 348 and
approximately 97 feet south of the Northside Drive centerline, which is depicted below.
In order to minimize potential impacts to the railways and adhere to BNSF requirements,
the crossing south of Northside Drive will be lined through an existing sanitary
sewer line approximately 20 below BNSF rail line, and will extend past the
limits of the BNSF Property. Since the project is a trenchless construction method there
will be no ground disturbance inside of BNSF right of way. The Engineered drawings are
included in Appendix A for reference.
ENSURE REPORTED DEPTHS ABOVE ARE CONSISTENT WITH EXHIBIT
Environmental Compliance Plan for BNSF Railway Crossing
City of Fort Worth Marine Creek Sanitary Sewer Parallel Interceptor M-279 & M-245B Part 1
4 | P a g e
1.2 Objective of the Environmental Compliance Plan
The objective of this Environmental Compliance Plan is to demonstrate and ensure
commitment to environmental integrity and responsibility with all federal, state and local
laws during all phases of the Project. Environmental compliance will be carried out through
compliance training, tracking, inspection, and maintenance during the pre-construction,
construction and operation phases of the Project.
The purpose of an environmental compliance plan is to:
Establish clear Project expectations;
Clearly define the roles and responsibilities of Project personnel;
Outline, recognize and understand the importance of proper construction and
inspection practices to prevent negative environmental impact;
Affirm environmental commitment to all inspectors, supervisors and managers in
order to meet and exceed the requirements and standards for safe operation;
Permit efficient implementation of legislative requirements and permit conditions
Enable cooperation between engineering, construction and environmental
2.0 Commitment to Environmental Protection
City of Fort Worth is committed to constructing the pipeline and valve sites in
compliance with all environmental legislation, applicable permit conditions,
regulatory requirements and specifications, while minimizing environmental
impact.
2.1 Roles and Responsibilities
The construction and commissioning of the Project is the responsibility of City of Fort
Worth Construction Manager.
responsibilities:
Ensure Contractors understands the Environmental Protection Plan
during the construction
Resolve any conflicts between the construction management and
environmental considerations
Review environmental compliance reports and incident reports
Develop corrective and follow-up actions proceeding incidents
The Construction Contractor s Environmental Compliance Manager is
responsible to:
Environmental Compliance Plan for BNSF Railway Crossing
City of Fort Worth Marine Creek Sanitary Sewer Parallel Interceptor M-279 & M-245B Part 1
5 | P a g e
Report to the Project Manager on anything related to environmental compliance
Implement the Environmental Compliance Plan
Ensure Contractor s environmental policies are adopted and practiced
Conduct site visits to ensure inspection and compliance programs are in effect
Coordinate and facilitate environmental compliance audits
Accompany government authority responsibilities on field inspections when
required and address environmental issues raised by government authorities
Report any non-compliance to BNSF
3.0 Environmental Compliance Timeline
3.1 Pre-Construction Compliance
The Construction Contractor will initiate the environmental compliance process prior to
construction by working with federal, state, and local agencies to obtain the necessary
permits required for Project construction. [Environmental Consulting company not
under contract for sanitary sewer rehabilitation project] are employed to complete a full
environmental analysis is completed for the Project to identify any areas of concern
pertaining to cultural resources, threatened and endangered species, wetlands and
waterways, FEMA floodplains, and sediment and erosion control methods. The
appropriate agencies will be consulted to avoid, minimize, and mitigate impacts for any
environmental concerns identified.
City of Fort Worth is responsibility for compliance as follows:
a. City of Fort Worth will obtain all governmental permits, approval and other
authorizations required by applicable law to construct the pipeline through the
[property].
b. The Pipeline will be constructed, operated and maintained in accordance
with all applicable federal, state and local requirements primarily including but not
limited to:
i. 49 CFR 195: Transportation of Hazardous Liquids by Pipeline
ii. 49 CFR 194: Pipeline Safety: Response Plans for Onshore
Transportation-Related Oil Pipelines
iii. 16 TAC 3.8: Water Protection
iv. 16 TAC 3.91: Cleanup of Soil Contaminated by a Crude Oil Spill
v. TCEQ 217: Design Criteria for Domestic Wastewater Systems
Environmental Compliance Plan for BNSF Railway Crossing
City of Fort Worth Marine Creek Sanitary Sewer Parallel Interceptor M-279 & M-245B Part 1
6 | P a g e
3.2 Pipeline Construction
The design, construction and operation of the facilities will be in accordance with City of
Fort Worth Design Criteria. The design will also comply with other federal and state
codes and regulations where applicable.
[Describe site applicable regulatory standards and reference publications/standards]. The
materials and equipment will meet all required applicable standards, specifications and
codes for the relevant jurisdiction.
Pipeline is a liner that will be installed inside an existing sanitary sewer pipeline. Once
liner is installed the annular space will be grouted and all voids will be filled.
In addition, a post construction CCTV (closed-circuit television) inspection will be
performed to ensure pipeline integrity prior to commissioning the pipeline.
3.3 Post-Construction and Routine Pipeline Operations
Measures will be taken to ensure that the pipeline Operator will implement the following
processes to prevent and mitigate incidents, which may potentially create a risk of harm
to people, property and/or the environment during normal operation and maintenance.
Damage prevention: Project is to install a liner inside an existing sanitary sewer
pipe.
Leak detection: After liner installation the annular space of the sanitary sewer
line will be grouted therefore leaks should not be present.
Operational monitoring: [Insert description].
Overpressure protection: Sanitary sewer line will be a gravity system and not
be under operational pressure.
Integrity Management: Operator will implement the following:
o Risk assessment of potential threats
o Assessment of the identified potential threats
o Preventive and mitigation process of the assessment
o Project is a sanitary sewer line rehabilitation.
BE SPECIFC WITH REGARDS TO ACTIONS TAKEN ON ABOVE
ISSUES DO NOT JUST REFERNCE AN INTERNAL STANDARD OR
THE CFR/REGULATION
3.4 Abandonment / Removal Process
Upon termination of the License, this portion of the pipeline will be purged, flushed and
cleaned of all materials and products, at which point the pipeline will be properly taken
out of service and abandoned in place. This project is a sanitary sewer line
Environmental Compliance Plan for BNSF Railway Crossing
City of Fort Worth Marine Creek Sanitary Sewer Parallel Interceptor M-279 & M-245B Part 1
7 | P a g e
rehabilitation of an existing pipeline for the City of Fort Worth.
4.0 Reporting and Notifications
The following documents will be used to document and track environmental compliance:
Project is installation of a liner within an existing sanitary sewer line.
Construction Communication Plan:
Permit Binder: 4.1 Reporting of Environmental Non-Compliance
T will
manage all environmental non-compliances through reporting and follow-up during pre-
construction, construction and operation. BNSF will be notified immediately and in
accordance with State and Federal Regulations. An incident investigation form will be
filled out and signed by the Construction Project Manager within 24 hours of an event.
City of Fort Worth will take ownership of the issue and corrective measures will be
developed. A follow-up report will state all the corrective actions that were taken.
5.0 Environmental Response and Remediation
5.1 Environmental Emergency Response
The goal is to conduct an efficient and safe emergency response in the event of an
incident to help reduce potential environmental impacts. API Recommended Practices
(RP) 1174 (Onshore Hazardous Liquid Pipeline Emergency Preparedness & Response)
provides the framework for an effective emergency response. It is intended to align
industry, government and emergency response organization expectation practices and
competencies.
Immediate verbal and follow-up written notice will be given in the following cases:
Release of hazardous liquids affecting BNSF territory
Violation of environmental laws
Any conditions that may potentially cause harm to people, property
and/or the environment
All measures taken to investigate, remediate or respond to a hazardous liquid
release and/or an environmental violation as per local, state and federal
regulations
If a leak occurs, the following steps shall be taken:
Immediately leave the area and avoid making contact with the escaping liquids or
Environmental Compliance Plan for BNSF Railway Crossing
City of Fort Worth Marine Creek Sanitary Sewer Parallel Interceptor M-279 & M-245B Part 1
8 | P a g e
vapors
Avoid potential ignition sources and abandon all equipment being used in the area
Do not try to operate any pipeline valves
Do not use a cell phone in the emergency area
From a distance, call City of Fort Worth Emergency Line listed below or 911
Call BNSF Service Interruption Desk at 817-352-2832 (North) or 817-352-2833
(South) and report the incident.
Pre-Construction and Construction Contact Information:
Liam Conlon Project Manager
200 Texas Street
Fort Worth, TX 76102
817-392-6824
Resource Operations Center Contact Information (Post Construction):
Liam Conlon Project Manager
200 Texas Street
Fort Worth, TX 76102
817-392-6824
Exhibit A: Permit
Drawings
c 348
Source: Esri, Maxar, Earthstar Geographics, and the GIS User
Community
DRAWING NO. 87599
JPMSTATE OF TX
COATING:
WALL THICKNESS:
SPECIFICATIONS / GRADE:
PIPE MATERIAL:
CONTENTS: SANITARY SEWER
CARRIER
PIPE
FIBERGLASS
SN72
1.27"
-
SIZE: 60"
CASING
PIPE
CONCRETE
-
8.5"
-
69"
WORKING PRESSURE:100 PSI
CARRIER
PIPE
LENGTH ON R/W: 187'
CASING
PIPE
187'
DESCRIPTION OF PIPELINE
PIPELINE SHOWN BOLD
COORDINATE SYSTEM: TX_NC TRACKING NO. 23W-17276
FORT WORTH
COUNTY OF TARRANT
SURVEY:
MULLIKEN, F G
CATHODIC PROTECTION
BURY: ROADWAY DITCHES
BURY: NATURAL GROUND
BURY: BASE/RAIL TO TOP
OF CASING
VENTS: NUMBER 0 SIZE - HEIGHT OF VENT ABOVE GROUND -
DATE: 4/28/2023
RED RIVER DIV.
FT WORTH SUBDIV.
L.S. 0485 MP: 348.05
1 IN = 100 FTSCALE:
EXHIBIT "A"
MP 348.05
32.7790987, -97.3332022
20'
5.5'
5.5'
NO
NOTE: PIPE TO BE INSTALLED BY TRENCHLESS METHOD INSIDE EXISTING CASING
NOTE:
EXISTING CASING UNDER
AGREEMENT GC-34364
TEX RAIL RIGHT OF ENTRY AGREEMENT
THIS RIGHT OF ENTRY AGREEMENT ("Agreement") is made by and between FORT WORTH
TRANSPORTATION AUTHORITY ("TRINITY METRO"), and Contractor X., hereinafter called
"Contractor", whose mailing address is XXXXXXXXX.
WHEREAS, TRINITY METRO is a regional transportation authority created pursuant to Chapter
452, Texas Transportation Code (as amended, the "Act"), and is constructing and will operate a commuter
rail line known as "TEX Rail" in an approximately 27-mile corridor (the "TEX Rail Corridor") between the
T&P Station in Fort Worth, Texas, and Terminal B at the Dallas / Fort Worth International Airport; and
WHEREAS, Contractor desires to enter onto a portion of rail right of way in the TEX Rail Corridor
which is depicted on Exhibit A attached hereto and hereby made a part of this Agreement (the "Property");
and
WHEREAS, pursuant to agreements between TRINITY METRO and Union Pacific Railroad
Company ("UPRR") and TRINITY METRO and Fort Worth & Western Railroad Company ("FWWR") freight
railroad and/or passenger operations exist on the TEX Rail Corridor (UPRR and/or FWWR being
individually and/or collectively, as the context requires, being called the "Railroad" in this Agreement; and
WHEREAS, on and subject to the terms and conditions of this Agreement, TRINITY METRO is
willing to grant a license to Contractor to enter the Property solely for the Permitted Purposes (hereinafter
defined); NOW THEREFORE, for good and valuable consideration, the receipt and sufficiency of which the
parties to this Agreement hereby acknowledge, including the mutual promises and undertakings set forth
below, TRINITY METRO and Contractor hereby agree as follows:
1. Term and Permitted Purposes. Subject to TRINITY METRO's right to terminate this
Agreement and the permission granted hereunder if Contractor defaults in performing any of its
undertakings and obligations, TRINITY METRO hereby grants Contractor a license to enter upon the
Property for the period commencing on XXXXX XX, 2023 (the "Effective Date"), and ending upon the earlier
of: (a) Contractor's completion of all activities required to carry out the Permitted Purposes, or (b) XXXXX
XX, 2023. Contractor's right to enter upon the Property is solely for the following purposes:
"Include the Scope of Improvements"
2. Construction. If the Permitted Purposes include construction on the Property, Contractor
shall not commence such construction until TRINITY METRO has approved in writing the plans and
specifications ("Plans") therefor, and all such construction must be carried out in accordance with the
approved Plans and in such manner and at such times as shall not endanger or interfere with TRINITY
METRO's or Railroad's operations nor with any improvements located on, above, or below the Property.
Contractor shall submit to TRINITY METRO for approval, all construction details, falsework and other
incidentals not detailed in the Plans, insofar as they affect TRINITY METRO or Railroad.
3. Use of Propertv. No entry on the Property or work performed by or for Contractor shall
cause interference with the uninterrupted use of the tracks, property and facilities of TRINITY METRO or
Railroad, unless specifically permitted under this Agreement or other agreements between TRINITY
METRO and Contractor, or specifically authorized in advance by a representative of TRINITY METRO or
TRINITY METRO's contractor, Herzog Transit Services, Inc. ("Herzog"). Contractor's right to enter the
Property for the Permitted Purposes is subject and subordinate to the prior and continuing right and
obligation of TRINITY METRO and Railroad to use and maintain the Property, including the right and power
to construct, maintain, repair, renew, use, operate, change, modify or relocate railroad tracks, roadways,
signal, communication, fiber optics, or other wirelines, pipelines and other facilities upon, along or across
any or all parts of the Property, all or any of which may be freely done at any time or times by TRINITY
METRO and/or Railroad without liability to Contractor or to any other party for compensation or damages,
provided that TRINITY METRO will not materially or unreasonably interfere with the Contractor's entry and
use of the Property for the Permitted Purposes in accordance with the requirements of this Agreement. The
rights granted hereunder also are subject to all outstanding superior rights of third parties in and to the
Property and the right of TRINITY METRO or Railroad to renew and extend the same, and is made without
covenant of title or for quiet enjoyment.
4. Damaqe and Restoration of Propertv. Contractor shall be responsible for any damage
to the Property caused by Contractor's use or entry thereon (including without limitation, to improvements
on, above or below the surface), and shall, at TRINITY METRO's option, repair, restore, or replace damage
to the Property and any improvements on the Property resulting from Contractor's entry onto the Property.
Flaqqers and Other Requirements.
a. Contractor shall maintain at Contractor's expense flagger(s) approved by TRINITY
METRO and each Railroad whose operations may be affected by Contractor's entry on the
Property. Such flagger(s) shall be representatives of Railroad and must be qualified by Railroad to
carry out Railroad's operating and safety rules to protect the TRINITY METRO's and Railroad's
facilities and operations while upon the Property. Contractor will not perform any work within 25
feet of any TRINITY METRO track or any Railroad track (also referred to as "the foul zone") or
perform any work that could cause equipment, people, or materials to enter into the foul zone
unless flagger(s) are present and carrying out Railroad's safety procedures in connection with
Contractor's presence on the Property.
b. At its expense, Contractor shall ensure that all personnel working under
Contractor's control or the control of Contractor's contractors and who are engaged in any activity
that requires flagger(s), as described above, have attended, not more 365 days before the date the
work is to be performed, a creditable Roadway Worker Protection course and have successfully
passed all required examinations associated with that course and will provide proof of course
completion upon request from TRINITY METRO or Herzog. TRINITY METRO shall determine
whether the above mentioned Roadway Worker Protection course is creditable.
c. Contractor shall notify TRINITY METRO and Herzog in writing (i) at least fifteen
(15) days in advance to arrange for flagging, (ii) at least seven (7) working days before commencing
work on the Property, and (iii) within five (5) working days after such work is completed. No work
or other activity shall be done on the Property without prior written permission of TRINITY METRO
and Herzog. All work performed by or for Contractor on the Property shall be coordinated with and
performed in a manner satisfactory to TRINITY METRO and Herzog.
d. Notwithstanding any other provision of this Agreement, Contractor, at its own
expense, shall adequately police and supervise all work to be performed by or for Contractor and
shall ensure that such work is performed in a safe manner. Contractor's responsibility shall not be
lessened or otherwise affected by TRINITY METRO's approval of the Plans, or its or Herzog's
collaboration in performance of any work, or by the presence at the work site of an TRINITY
METRO, Herzog, or Railroad representative. If Contractor fails to perform its obligations as required
under this Agreement, TRINITY METRO shall have, in addition to any other remedies under law or
contract, the right to stop Contractor from entering the Property and/or performing such work until
such failures have been fully cured to TRINITY METRO's reasonable satisfaction.
e. At the request of TRINITY METRO or Herzog, Contractor shall remove from the
Property any employee of Contractor or any contractor or subcontractor of Contractor who fails to
conform to the instructions of representatives of TRINITY METRO or Herzog in connection with
entry or work on the Property, and any right of Contractor to enter upon the Property shall be
suspended until such request of TRINITY METRO or Herzog is met. Contractor shall indemnify,
defend and hold the TRINITY METRO Indemnities (hereinafter defined) harmless against any claim
arising from the removal of any such employee from the Property.
f. Contractor-issued photo identification is required of all personnel of Contractor or
and its contractors, subcontractors and agents present on the Property.
g. Contractor shall keep all equipment, tools and materials stored at least twenty-five
(25) feet from the center line of any railroad track on the Property. Explosives or other highly
flammable substances or any hazardous materials shall not be stored on the Property without
TRINITY METRO's prior written approval.
h. No vehicular crossing over TRINITY METRO's or any Railroad's track shall be
installed or used by Contractor without prior written permission of TRINITY METRO and the
affected Railroad.
i. Promptly upon completion of work, Contractor shall remove from the Property all
of its and its contractors' tools, equipment, and materials and all debris created by Contractor's or
its contractors' while on the Property, and shall restore the Property to the same state and condition
as when Contractor entered thereon.
6. Cost Reimbursement. Contractor shall bear all costs and expenses associated with its or
its contractors', subcontractors', or agents' entry onto the Property and any work performed by or for
Contractor on the Property, and shall reimburse TRINITY METRO for all costs and expenses incurred by
TRINITY METRO in connection with any such entry on the Property, including without limitation the expense
of (i) furnishing inspectors, watchmen, and flaggers as TRINITY METRO deems necessary, (ii) installing
and removing falsework beneath tracks, and (iii) restoration of the Property to the same condition as when
Contractor entered thereon.
7. Liens Prohibited. Contractor, its contractors, subcontractors, and agents shall neither
permit nor impose any lien against the Property. If, notwithstanding such covenant, any lien against on the
Property arises from the entry onto the Property or the performance of work hereunder by Contractor or a
contractor, subcontractor, or agent of Contractor, Contractor shall immediately notify TRINITY METRO in
writing of such lien and immediately remove the lien or immediately cause it to be removed.
8. Indemnification and Waiver. Contractor releases, defends, and indemnifies TRINITY
METRO, Herzog, Railroad, and their respective owners, officers, employees, contractors, and
agents (collectively, the "TRINITY METRO Indemnitees") from and against all loss, damage, claim,
cost, expense (including attorney's fees), and liability for bodily injury to or death of any persons
and loss of or damage to any property and loss of use thereof arising out of or in any way connected
with Contractor's entry on the Property or activity thereon, including entry or activity by Contractor,
or its employees, contractors, subcontractors, agents, or invitees. Contractor hereby waives and
releases the TRINITY METRO Indemnitees from and against all loss, damage, claim, cost, expense
(including attorney's fees), and liability incurred by Contractor arising from or in connection with
the condition, use, or repair of the Property. Contractor acknowledges and agrees that no
representations or warranties have been made by any TRINITY METRO indemnitees regarding conditions
or hazards now or hereafter existing on the Property, and that any entry by Contractor, or its contractors,
subcontractors, or agents and their respective employees shall be at their own risk. If any provision in this
section is determined by any statutory enactment or judicial decision to be void or unenforceable, then this
section shall not fail in its entirety but will be enforceable to the extent permitted by law. The indemnification
obligations of Contractor in this section and elsewhere in this Agreement shall survive the termination or
expiration of this Agreement and the license granted hereunder.
9. Compliance with Laws. Before beginning any work on the Property, Contractor, at its sole
expense, shall obtain and/or cause its contractors to obtain all necessary permits to perform such work.
Contractor and its contractors, subcontractors, and agents must comply with all applicable federal, state
and local laws, regulations, and enactments affecting their presence and work on the Property. Without
limiting the generality of the foregoing, Contractor and its contractors, subcontractors, and agents shall
comply with all applicable state and federal occupational safety and health acts and regulations and all
Federal Railroad Administration regulations applicable to activities on the Property and with all
3
Environmental Laws (hereinafter defined). If any failure to comply with any such laws, regulations, and
enactments, shall result in any fine, penalty, cost, or charge (including without limitation attorney fees, court
costs and expenses) being assessed, imposed, or charged against TRINITY METRO or a Railroad,
Contractor shall reimburse and indemnify TRINITY METRO and Railroad therefor.
a. "Environmental Laws" means the Clean Air Act, Clean Water Act, Safe Drinking
Water Act, Resource Conservation and Recovery Act ("RCRA"), Comprehensive Environmental
Response, Compensation, and Liability Act ("CERCLA"), Emergency Planning and Community
Right to Know Act ("EPCRA"), Oil Pollution Act, the Hazardous Materials Transportation Act
("HMTA"), Toxic Substances Control Act ("TSCA"), Federal Insecticide, Fungicide, and Rodenticide
Act ("FIFRA"), Endangered Species Act, National Environmental Policy Act, as the same may be
amended, and other applicable state and local laws, regulations and requirements or future
applicable federal laws dealing with environmental matters.
10. Required Insurance. Prior to entry on the Property, Contractor shall procure and provide
evidence to TRINITY METRO that it has obtained and maintained, at its sole cost and expense, the
following types and minimum amounts or insurance with an insurer or insurers and form satisfactory to
TRINITY METRO.
All Insurance policies required by this Agreement shall provide a waiver of subrogation in favor of
TRINITY METRO. The general liability, excess liability, or umbrella policies shall name TRINITY METRO,
its directors, officer, representatives, agents and employees as additional insureds for ongoing and
completed operations, and provide a waiver of subrogation. Per occurrence limit can be satisfied by a
combination of primary and umbrella or excess coverage. Umbrella and Excess policies shall be follow
form. TRINITY METRO must have 30 days' notice of cancellation or modification.
a. Commercial General Liability
• Limits of $2,000,000 per occurrence; $6,000,000 aggregate
• Coverage for Products and Completed Operations to remain in effect for a period
of 5 years after substantial completion
• Endorsements CG 2033 and CG 2037 Additional Insured Ongoing and
Completed Operations or equivalent
• Endorsement CG 2503 Designated Construction Project(s) General Aggregate
Limit Endorsement or equivalent
• Cross Liability or Separation of Insureds Endorsement
• Policy shall be Primary and Non-Contributory
• Policy shall have no exclusions or limitations for Contractual Liability, Personal
Injury Advertising Liability, Explosion, Collapse & Underground Property Damage
Hazard, Medical Payments, Fire Damage Legal Liability, Broad Form Property
Damage, and Liability for Independent Contractors
b. Commercial Automobile Liability Policy
• Combined single limit of at least $1,000,000 per accident
• Coverage for Owned, Hired and Non-Owned Vehicles
c. Workers' Compensation Insurance
• Providing Statutory Benefits under the Workers' Compensation Act of the State
of Texas and/or any other State of Federal Law or Laws applicable to the
Contractor's employees performing the work under this Agreement
• Employer's Liability Insurance with limits of liability of $1,000,000 each accident,
$1,000,000 each employee for disease and $1,000,000 policy limit for disease.
4
d. Railroad Protective Liability
• Railroad Protective Liability in an amount not less than $2,000,000 per
occurrence, $6,000,000 aggregate with Trinity Metro and Herzog Transit
Services as named insureds.
11. Fiber Optic Cable Svstems. In addition to other indemnity provisions in this Agreement,
Contractor shall indemnify and hold TRINITY METRO and Railroad harmless from and against all costs,
liability and expense whatsoever (including, without limitation, attorney fees, court costs and expenses)
arising out of any act or omission of Contractor, its contractor, agents and/or employees, that causes or
contributes to any damage to or destruction of any telecommunications system on the Property.
12. No Assiqnment. Contractor's rights herein cannot be assigned without the prior written
consent of TRINITY METRO.
13. Notices. Notification to TRINITY METRO for purposes of Paragraphs 3, 5(b), and 5(c) shall
be sent to:
Herzog Transit Services, Inc.
Mr. Doug Bourne, TEX Rail General Manager
3801 TEX Rail Drive
Fort Worth, TX 76137
214.957.0201 (cell)
Notification of TRINITY METRO for all other purposes, shall be sent to:
Trinity Metro
801 Grove Street
Fort Worth, Texas 76102
Attention: Richey Thompson Chief Engineer
Notifications to TRINITY METRO shall be in writing, addressed as set forth above, and shall be
deemed to have been given upon actual receipt by the addressee.
14. No Waiver. The failure by TRINITY METRO to enforce any of Contractor's obligations
under this Agreement or enforce any remedies for of the breach of any condition, covenant or agreement
herein shall in no way impair the right of TRINITY METRO thereafter to enforce any such obligation or avail
itself of any remedy for any subsequent breach.
15. Multiple Counterparts. The parties may execute this Agreement in multiple originals and
when taken together, those originals constitute a whole that shall be effective on the date last signed.
EXECUTED TO BE EFFECTIVE AS OF THE EFFECTIVE DATE set forth above.
Contractor X.
By:
Print name:
Print title:
FORT WORTH TRANSPORTATION
AUTHORITY
By:
Print name:
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CSC N o. 60215
PIPELINE AGREEMENT
Mile Post: 610.31, Duncan Subdivision
Mile Post: 75331, Choctaw Subdivision
Location: Fort Worth, Tarrant County, Texas
Audit 310761
Proj ect No. 0790104
This PIPELINE AGREEMENT ("Agreement") is made and entered into as of the 15th day of
September , 2023 ("Effective Date"), by and between UNION PACIFIC RAILROAD
COMPANY, a Delaware corporation, to be addressed at 1400 Douglas Street, MS 1690, Omaha, Nebraska
68179 ("Licensor"), and CITY OF FORT WORTH, to be addressed at 200 Texas Street, Fort Worth,
Texas 76102 ("Licensee").
IT IS MUTUALLY AGREED
BY AND BETWEEN THE PARTIES HERETO AS FOLLOWS:
Article 1. LICENSOR GRANTS RIGHT.
A. In consideration of the license fee to be paid by Licensee set forth below and in further
consideration of the covenants and agreements to be performed by Licensee, Licensor hereby grants to
Licensee the right to construct and thereafter, during the term hereof, maintain and operate a slip lined
underground 60 inch fiberglass pipeline encased in an existing 69 inch pipeline for transporting and
conveying sanitary sewer only, including any appurtenances required for the operation of said pipeline
(collectively, "Licensee's Facilities") across Licensor's real property, trackage, or other facilities located in
Fort Worth, Tarrant County, State of Texas ("Railroad Property"). The specific specifications and limited
purpose for Licensee's Facilities on, along, across and under Railroad Property are described in and shown
on the Prints and Specifications dated June 15, 2023, attached hereto as Exhibit A-1, A-2, & A-3 and made
a part hereof.
B. Licensee's Facilities will (i) only be used for transporting and conveying sanitary sewer
and (ii) not be used to convey any other substance, any fiber optic cable, or for any other use, whether such
use is currently technologically possible, or whether such use may come into existence during the life of
this Agreement.
C. Licensee acknowledges that if it or its contractor provides Licensor with digital imagery
depicting Licensee's Facilities ("Digital Imagery"), Licensee authorizes Licensor to use the Digital Imagery
in preparing Exhibit A. Licensee, through a license or otherwise, has the right to use the Digital Imagery
and to permit Licensor to use the Digital Imagery in said manner.
Article 2. TERM.
This Pipeline Agreement shall take effect as of the Effective Date first herein written and shall
continue in full force and effect.
Article 3. LICENSEE FEE.
Upon execution of this Agreement, Licensee shall pay to Licensor a one-time license fee of Five
Thousand Dollars ($5,000.00).
Article 4. LICENSEE'S COMPLIANCE WITH GENERAL TERMS.
All work on Licensee's Facilities performed by Licensee or its contractors will strictly comply with
all terms and conditions set forth herein, including the General Terms and Conditions, attached hereto as
Exhibit B and made a part hereof.
Article 5. INSURANCE.
A. During the term of this Agreement, Licensee shall fully comply or cause its contractor(s)
to fully comply with the insurance requirements described in Exhibit C, attached hereto and made a part
hereo£ Licensee shall send copies of all insurance documentation (e.g., certificates, endorsements, etc.) to
Licensor at the address listed in the "NOTICES" Section ofthis Agreement.
B. If Licensee is subject to statute(s) limiting its insurance liability and/or limiting its ability
to obtain insurance in compliance with Exhibit C of this Agreement, those statutes shall apply.
Article 6. IF WORK IS PERFORMED BY CONTRACTOR.
If a contractor is hired by Licensee to perform any work on Licensee's Facilities, then Licensee
shall require its contractor(s) to execute Licensor's then-current form of Contractor's Right of Entry
Agreement ("CROE"). Licensee acknowledges that: (i) the CROE attached hereto as Exhibit D and made
a part hereof is the most current form available as of the Effective Date; and (ii) the terms and conditions
of the CROE are subject to change by Licensor, such changes to be made at Licensor's sole discretion.
Licensee shall require its contractors to execute the CROE before any contractors are allowed onto Railroad
Property pursuant Licensee's notification requirements set forth in the "NOTICE OF COMMENCEMENT
OF WORK; EMERGENCIES" Section of Exhibit B.
Article 7. ATTORNEYS' FEES, EXPENSES, AND COSTS.
If litigation or other court action or similar adjudicatory proceeding is undertaken by Licensee or
Licensor to enforce its rights under this Agreement, all fees, costs, and expenses, including, without
limitation, reasonable attorneys' fees and court costs, of the prevailing Party in such action, suit, or
proceeding shall be reimbursed or paid by the Party against whose interest the judgment or decision is
rendered. The provisions of this Article shall survive the termination of this Agreement.
Article 8. WAIVER OF BREACH.
The waiver by Licensor of the breach of any condition, covenant or agreement herein contained to
be kept, observed and performed by Licensee shall in no way impair the right of Licensor to avail itself of
any remedy for any subsequent breach thereof.
Article 9. ASSIGNMENT.
A. Licensee shall not assign this Agreement, in whole or in part, or any rights herein granted,
without the written consent of Licensor, which must be requested in writing by Licensee. Any assignment
or attempted transfer of this Agreement or any of the rights herein granted, whether voluntary, by operation
of law, or otherwise, without Licensor's written consent, will be absolutely void and may result in Licensor's
termination of this Agreement pursuant to the "TERMINATION; REMOVAL OF LICENSEE'S
FACILITIES" Section of EXhibit B.
B. Upon Licensor's written consent to any assignment, this Agreement will be binding upon
and inure to the benefit of the parties thereto, successors, heirs, and assigns, executors, and administrators.
Article 10. SEVERABILITY.
Any provision of this Agreement which is determined by a court of competent jurisdiction to be
invalid or unenforceable shall be invalid or unenforceable only to the extent of such determination, which
shall not invalidate or otherwise render ineffective any other provision of this Agreement.
Article 11. NOTICES.
Except Licensee's commencement of work notice(s) required under Exhibit B, all other notices
required by this Agreement must be in writing, and (i) personally served upon the business address listed
below ("Notice Address"), (ii) sent overnight via express delivery by a nationally recognized overnight
delivery service such as Federal Express Corporation or United Parcel Service to the Notice Address, or
(iii) by certified mail, return receipt requested to the Notice Address. Overnight express delivery notices
will be deemed to be given upon receipt. Certified mail notices will be deemed to be given three (3) days
after deposit with the United States Postal Service.
If to Licensor: Union Pacific Railroad Company
Attn: Analyst — Real Estate Utilities (Project No. 0790104)
1400 Douglas Street, MS 1690
Omaha, Nebraska 68179
If to Licensee: City of Fort Worth
Attn: Liam Conlon
200 Texas Street
Fort Worth, TX 76102
Article 12. SPECIAL PROVISION — ONSITE OBSERVATION/INSPECTION.
Licensor requires licensee to provide monitoring of tracks and on-site observation and/or
inspection through Licensor approved inspector named below during all construction and installation
work. Licensee is to directly coordinate services with the named inspector.
Railpros Field Services
EmaiL• RP.Utilitv(a�railprosfs.com
Phone (682)223-5271
Article 13. AGREEMENT TO SUPERSEDE
This Agreement shall cancel and supersede the Original Agreement dated December 19, 1958, and
identified as Audit Na RI40149 and shall take effect as of the Effective Date first herein written. The
Original Agreement shall terminate and the terms and conditions of this Agreement shall govern the use,
maintenance and repair of the pipeline crossing.
[Signature Page Follows]
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed as ofthe
Effective Date.
UNION PACIFIC RAILROAD COMPANY,
a Delaware corporation
- Craig Benson
2023.09.15
$y; 15:02:09 -05'00'
Title: Sr. Manager - Real Estate
CITY OF FORT WORTH,
a Texas municipal corporation
T>� 3�.��GG
By: DanaBurghdoff(Sep ,2023 . . CDT)
Tltle: Assistant City Manager
Approved as to Form and Legality:
�.���� ����
Matt Murray
Senior Assistant City attorney
Form 1295: N/A
Attest:
� ��'` � �
Jannette S. Goodall
City Secretary
M&C: N/A
Date:
CONTRACT COMPLIANCE MANAGER
By signing, I acknowledge that I am the person
responsible for the monitaring and administration of
this contract, including ensuring all performance and
reporting requirements.
Ll��n CohlOn
Liam Conlon (Sep 18, 202316:49 CDT)
Name: Liam Conlon
Title:
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NOTE: BEFORE YOU BEGIN ANY WORK. SEE
AGREEMENT FOR FIBER OPTIC PROVISIONS.
EXHIBIT "A-1"
UNION PRCIFIC RRI�RORD COMPRNY
FORT WORTH, TARRANT COUNTY, TX
M.P. 753.31 - CHOCTAW SUB.
M.P. 610.31 - DUNCAN SUB.
SLSW V-5 / S-25C 8 CRIP V-1-T / S-T-1B
SCALE: 1" = 100'
OFFICE OF REAL ESTATE
OMAHA, NEBRASKA DATE: 6/15/2023
JDB FILE: 0790104
NON-FLAMMABLE LIQUID
PIPELINE
0 CROSSING
❑ ENCROACHMENT
❑BOTH
_ UPRR R, 0, Wo
------------------------ �--------------------------
1624 F T o 3656 F T o �
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DESCR[BE DESCRIBE
FIXED OBJECT `�I FIXED OBJECT �
CROSS[NG TRACK I CROSSING TRACK
Northside Drive Overpass C/L N
NORTH ARROW iDOT 275251E)
-----------------------A
— --------------------------�--
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SCALE: NONE
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--------------------------------------------------- O
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CASING PIPE SECT I ON
CARRIER PIPE sca�E. NONE A LONGITUDINAL PIPE
NOTES: �HE 502.7 FT OF "CASING PIPE" IS THE EXISTING SANITARY SEWER LINE FROM MANHOLE TO MANHOLE ENCROACHMENT
11ALL DIMENSIONS MEASURED PERPENDICULAR TO THE CENTERLINE OF TRACK.
2) REFER TO AREMA VOLUME 1, CHAPTER 1, PART 5, SECTION 5.3.
A) METHOD OF INSTALLATION LININGTHROUGHEXISTINGSANITARYSEWERPIPE
B) DIST.FROM CENTERLINE OF TRACK TO PIPE ENCROACHMENT
C) SIGNS PROVIDED? SIGNSWILLNOTBEPROVIDED
D) CARRIER MATERIALFRPOFUNiN�exisTiN�ss"CMPCARRIERIF RCP, CLASS V? N/A
COMMODITY TO BE CONVEYED SANITARYSEWER e
OPERATIONAL PRESSURE N�A PSI. MAOP �oo PSI,
WALL THICKNESS (INCH)/ SCHEDULE SN�2 , DIAMETER 60�L IN.
CATHODIC/COATING PROTECTION
E) CASING MATERIAL EXISTINGCONCRETEC301PIPE _ IF RCP, CLASS V?
TOTAL LENGTH CASING PIPE: 412 FT.
WALL THICKNESS 6•25 IN. DIAMETER 7z���� IN.
CATHODIC/COATING PROTECTIONNo
CASING PIPE IS SEALED AT THE ENDS.
F) DISTANCE FROM CENTERLINE OF TRACK TO NEAR FACE OF
BORING AND JACKING PITS WHEN MEASURED AT RIGHT ANGLES
N/A A N D N/A
UNION
PACIFIC _ , ,�
IIIIII
EXHIBIT "A"_2
SUBDIVISIONo ChoctawSub.
TRACK TYPE° MAINLINE
jVj e P. 0 753.31
E,SeMees�oo+�st
NEAREST CITYe
Fort Worth
APPLICANTe CityofFortWorth
FILE NO,e 0790104
L A T, e 32.779158
L 0 N Gee-9��332981
COUNTYe STATE:
Tarrant TX
DATEe 6/ �s � zozs
NON-FLAMMABLE LIQUID
PIPELINE
0 CROSSING
❑ ENCROACHMENT
❑BOTH
_ UPRR R, 0, Wo
------------------------ �--------------------------
— 1965.6FTo 3314.4FTa �
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DESCR[BE DESCRIBE
FIXED OBJECT `�I FIXED OBJECT �
CROSS[NG TRACK I CROSSING TRACK
Northside Drive Overpass C/L v
NORTH ARROW iDOT 275251E)
-----------------------A
— --------------------------�--
UPRR R. 0. W<
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SCALE: NONE
i�
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soz_�• F T.
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--------------------------------------------------- O
---------------------------------------------------
CASING PIPE SECT I ON
CARRIER PIPE sca�E. NONE A LONGITUDINAL PIPE
NOTES: �HE 502.7 FT OF "CASING PIPE" IS THE EXISTING SANITARY SEWER LINE FROM MANHOLE TO MANHOLE ENCROACHMENT
11ALL DIMENSIONS MEASURED PERPENDICULAR TO THE CENTERLINE OF TRACK.
2) REFER TO AREMA VOLUME 1, CHAPTER 1, PART 5, SECTION 5.3.
A) METHOD OF INSTALLATION LININGTHROUGHEXISTINGSANITARYSEWERPIPE
B) DIST.FROM CENTERLINE OF TRACK TO PIPE ENCROACHMENT
C) SIGNS PROVIDED? SIGNSWILLNOTBEPROVIDED
D) CARRIER MATERIALFRPOFUNw�exisTw�ss°CMPCARRIERIF RCP, CLASS V?
COMMODITY TO BE CONVEYED SANITARYSEWER e
OPERATIONAL PRESSURE N�A PSI. MAOP �oo PSI,
WALL THICKNESS (INCH)/ SCHEDULE SN�2 , DIAMETER 60�L IN.
CATHODIC/COATING PROTECTION
E) CASING MATERIAL EXISTINGCONCRETEC301PIPE _ IF RCP, CLASS V?
TOTAL LENGTH CASING PIPE: 412 FT.
WALL THICKNESS 6•25 IN. DIAMETER 7z���� IN.
CATHODIC/COATING PROTECTIONNo
CASING PIPE IS SEALED AT THE ENDS.
F) DISTANCE FROM CENTERLINE OF TRACK TO NEAR FACE OF
BORING AND JACKING PITS WHEN MEASURED AT RIGHT ANGLES
N/A A N D N/A
UNION
PACIFIC _ , ,�
IIIIII
EXHIBIT "A"-3
SUBDIVISIONo DuncanSub.
TRACK TYPEe MAINLINE
j�/j e P. 0 610.31
E,S,M,e 16643+Zg,6
NEAREST CITYe
Fort Worth
APPLICANTe CityofFortWorth
FILE NO,e 0790104
L A T, e 32.779355
L 0 N Gee-9��332489
COUNTYe STATE:
Tarrant TX
DATEe 6/ �s � zozs
EXHIBIT B
GENERAL TERMS AND CONDITIONS
Section 1. LIMITATION AND SUBORDINATION OF RIGHTS GRANTED.
A. The foregoing grant is subject and subordinate to the prior and continuing right and
obligation of Licensor to use and maintain its entire property including the right and power of Licensor to
construct, maintain, repair, renew, use, operate, change, modify or relocate railroad tracks, signal,
communication, fiber optics, or other wirelines, pipelines and other facilities upon, along or across any or
all parts of its property, all or any of which may be freely done at any time or times by Licensor without
liability to Licensee or to any other party for compensation or damages.
B. The foregoing grant is also subject to all outstanding superior rights (including those in
favor of licensees and lessees of Railroad Property) and the right of Licensor to renew and extend the same,
and is made without covenant of title or for quiet enjoyment. It shall be Licensee's sole obligation to obtain
such additional permission, license and grants necessary on account of any such existing rights.
Section 2. ENGINEERING REQUIREMENTS; PERMITS.
A. Licensee's Facilities will be designed, constructed, operated, maintained, repaired,
renewed, modified, reconstructed, removed, or abandoned in place on Railroad Property by Licensee or its
contractor to Licensor's satisfaction and in strict conformity with: (i) Licensor's current engineering
standards and specifications, including those for shoring and cribbing to protect Licensor's railroad
operations and facilities ("UP Specifications"), except for variances approved in advance in writing by
Licensor's Assistant Vice President Engineering — Design or its authorized representative
("UP Engineering Representative"); (ii) such other additional safety standards as Licensor, in its sole
discretion, elects to require, including, without limitation, American Railway Engineering and
Maintenance-of-Way Association ("AREMA") standards and guidelines (collectively, "UP Additional
Requirements"); and (iii) all applicable laws, rules, and regulations, including any applicable Federal
Railroad Administration and Federal Energy Regulatory Commission regulations and enactments
(collectively, "Laws"). If there is any conflict between UP Specifications, UP Additional Requirements,
and Laws, the most restrictive will apply.
B. Licensee shall keep the soil over Licensee's Facilities thoroughly compacted, and maintain
the grade over and around Licensee's Facilities even with the surface of the adjacent ground.
C. If needed, Licensee shall secure, at Licensee's sole cost and expense, any and all necessary
permits required to perform any work on Licensee's Facilities.
Section 3. NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES.
A. Licensee and its contractors are strictly prohibited from commencing any work associated
with Licensee's Facilities without Licensor's written approval that the work will be in strict compliance with
the "ENGINEERING REQUIREMENTS; PERMITS" Section of this Exhibit B. Upon Licensor's approval,
Licensee shall contact both of Licensor's field representatives ("Licensor's Field Representatives") at least
ten (10) days before commencement of any work on Licensee's Facilities.
B. Licensee shall not commence any work until: (1) Licensor has determined whether flagging
or other special protective or safety measures ("Safety Measures") are required for performance of the work
pursuant to the "FLAGGING" Section of this Exhibit B and provided Licensee written authorization to
commence work; and (2) Licensee has complied with the "PROTECTION OF FIBER OPTIC CABLE
SYSTEMS" Section of this Exhibit B.
C. If, at any time, an emergency arises involving Licensee's Facilities, Licensee or its
contractor shall immediately contact Licensor's Response Management Communications Center at
(888) 877-7267.
Section 4. FLAGGING.
A. Following Licensee's notice to Licensor's Field Representatives required under the
"NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES" Section of this Exhibit B, Licensor
shall inform Licensee if Safety Measures are required for performance of the work by Licensee or its
contractor on Railroad Property. If Safety Measures are required, no work of any kind may be performed
by Licensee or its contractor(s) until arrangements for the Safety Measures have been made and scheduled.
If no Safety Measures are required, Licensor will give Licensee written authorization to commence work.
B. If any Safety Measures are performed or provided by Licensor, including but not limited
to flagging, Licensor shall bill Licensee for such expenses incurred by Licensor, unless Licensor and a
federal, state, or local governmental entity have agreed that Licensor is to bill such expenses to the federal,
state, or local governmental entity. Additional information regarding the submission of such expenses by
Licensor and payment thereof by Licensee can be found in the "LICENSEE' S PAYMENT OF EXPENSES"
Section of this Exhibit B. If Licensor performs any Safety Measures, Licensee agrees that Licensee is not
relieved of any of responsibilities or liabilities set forth in this Agreement.
C. For flagging, the rate of pay per hour for each flagger will be the prevailing hourly rate in
effect for an eight-hour day for the class of flagmen used during regularly assigned hours and overtime in
accordance with Labor Agreements and Schedules in effect at the time the work is performed. In addition
to the cost of such labor, a composite charge for vacation, holiday, health and welfare, supplemental
sickness, Railroad Retirement and unemployment compensation, supplemental pension, Employees
Liability and Property Damage, and Administration will be included, computed on actual payrolL The
composite charge will be the prevailing composite charge in effect at the time the work is performed. One
and one-half times the current hourly rate is paid for overtime, Saturdays and Sundays, and two and one-
half times current hourly rate for holidays. Wage rates are subject to change, at any time, by law or by
agreement between Licensor and its employees, and may be retroactive as a result of negotiations or a ruling
of an authorized governmental agency. Additional charges on labor are also subject to change. If the wage
rate or additional charges are changed, Licensee (or the governmental entity, as applicable) shall pay on the
basis of the new rates and charges.
D. Reimbursement to Licensor will be required covering the full eight-hour day during which
any flagger is furnished, unless the flagger can be assigned to other railroad work during a portion of such
day, in which event reimbursement will not be required for the portion of the day during which the flagger
is engaged in other railroad work. Reimbursement will also be required for any day not actually worked by
the flaggers following the flaggers' assignment to work on the project for which Licensor is required to pay
the flaggers and which could not reasonably be avoided by Licensor by assignment of such flaggers to other
work, even though Licensee may not be working during such time. When it becomes necessary for Licensor
to bulletin and assign an employee to a flagging position in compliance with union collective bargaining
agreements, Licensee must provide Licensor a minimum of five (5) days notice prior to the cessation of the
need for a flagger. If five (5) days notice of cessation is not given, Licensee will still be required to pay
flagging charges for the days the flagger was scheduled, even though flagging is no longer required for that
period. An additional ten (10) days notice must then be given to Licensor if flagging services are needed
again after such five day cessation notice has been given to Licensor.
Section 5. SAFETY.
A. Safety of personnel, property, rail operations and the public is of paramount importance in
the prosecution of any work on Railroad Property performed by Licensee or its contractor, and takes
precedence over any work on Licensee's Facilities to be performed Licensee or its contractors. Licensee
shall be responsible for initiating, maintaining and supervising all safety operations and programs in
connection with any work on Licensee's Facilities. Licensee and its contractor shall, at a minimum comply,
with Licensor's then current safety standards located at the below web address ("Licensor's Safety
Standards") to ensure uniformity with the safety standards followed by Licensor's own forces. As a part of
Licensee's safety responsibilities, Licensee shall notify Licensor if it determines that any of Licensor's
Safety Standards are contrary to good safety practices. Licensee and its contractor shall furnish copies of
Licensor's Safety Standards to each of its employees before they enter Railroad Property.
[htlp://www.up.com/cs/groups/oublic/(a�.uprr/(c�supplicrs/documenis/up�df nalivcdocs/pdf up supplicr safetv req.pdfJ
B. Licensee shall keep the job site on Railroad Property free from safety and health hazards
and ensure that their employees are competent and adequately trained in all safety and health aspects of the
work.
C. Licensee agrees that Licensee's Facilities and all parts thereof within and outside of the
limits of Railroad Property will not interfere whatsoever with the constant, continuous, and uninterrupted
use of the tracks, property, and facilities of Licensor, and nothing shall be done or suffered to be done by
Licensee at any time that would in any manner impair the safety thereof.
D. Licensor's operations and work performed by Licensor's personnel may cause delays in
Licensee's or its contractor's work on Licensee's Facilities. Licensee accepts this risk and agrees that
Licensor shall have no liability to Licensee or any other person or entity for any such delays. Licensee must
coordinate any work on Railroad Property by Licensee or any third party with Licensor's Field
Representatives in strict compliance with the "NOTICE OF COMMENCEMENT OF WORK;
EMERGENCIES" Section of this Exhibit B.
E. Licensor shall have the right, if it so elects, to provide any support it deems necessary for
the safety of Licensor's operations and trackage during Licensee's or its contractor's construction,
maintenance, repair, renewal, modification, relocation, reconstruction, or removal of Licensee's Facilities.
In the event Licensor provides such support, Licensor shall invoice Licensee, and Licensee shall pay
Licensor as set forth in the "LICENSEE'S PAYMENT OF EXPENSES" Section of this Exhibit B.
Licensor will give as much notice as is feasible recognizing such costs must by authorized by Licensee's
City Council and funds must be appropriated.
F. Licensee may use unmanned aircraft systems ("UAS") to inspect Licensee's Facilities only
upon the prior authorization from and under the direction of Licensor's Field Representatives. Licensee
agrees that its use of UAS on Railroad Property will comply with Licensor's then-current Unmanned Aerial
Systems Policy and all applicable laws, rules and regulations, including any applicable Federal Aviation
Administration regulations and enactments pertaining to UAS.
Section 6. PROTECTION OF FIBER OPTIC CABLE SYSTEMS.
Fiber optic cable systems may be buried on Railroad Property. Protection of the fiber optic cable
systems is of extreme importance since any break could disrupt service to users resulting in business
interruption and loss of revenue and profits. In addition to the notifications required under the "NOTICE
OF COMMENCEMENT OF WORK; EMERGENCIES" Section of this Exhibit B, Licensee shall visit
up.com/CBUD to complete and submit the required form to determine if fiber optic cable is buried
anywhere on Railroad Property to be used by Licensee. If it is, Licensee shall telephone the
telecommunications company(ies) involved, and arrange for a cable locator, make arrangements for
relocation or other protection of the fiber optic cable, all at Licensee's expense, and will not commence any
work on Railroad Property until all such protection or relocation has been completed.
Section 7. LICENSEE'S PAYMENT OF EXPENSES.
A. Licensee shall bear the entire cost and expense of the design, construction, maintenance,
modification, reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities.
B. Licensee shall fully pay for all materials joined, affixed to and labor performed on Railroad
Property in connection with the construction, maintenance, modification, reconstruction, repair, renewal,
revision, relocation, or removal of Licensee's Facilities, and shall not permit or suffer any mechanic's or
materialman's lien of any kind or nature to be enforced against the property for any work done or materials
furnished thereon at the instance or request or on behalf of Licensee. Licensee shall promptly pay or
discharge all taxes, charges, and assessments levied upon, in respect to, or on account of Licensee's
Facilities, to prevent the same from becoming a charge or lien upon any property of Licensor, and so that
the taxes, charges, and assessments levied upon or in respect to such property shall not be increased because
of the location, construction, or maintenance of Licensee's Facilities or any improvement, appliance, or
fixture connected therewith placed upon such property, or on account of Licensee's interest therein. Where
such tax, charge, or assessment may not be separately made or assessed to Licensee but shall be included
in the assessment of the property of Licensor, then Licensee shall pay to Licensor an equitable proportion
of such taxes determined by the value of Licensee's property upon property of Licensor as compared with
the entire value of such property.
C. As set forth in the "FLAGGING" Section of this Exhibit B, Licensor shall have the right,
if it so elects, to provide any Safety Measures Licensor deems necessary for the safety of Licensor's
operations and trackage during Licensee's or its contractor's construction, maintenance, modification,
reconstruction, repair, renewal, revision, relocation, or removal of Licensee's Facilities, including, but not
limited to supervision, inspection, and flagging services. In the event Licensor provides such Safety
Measures, Licensor shall submit an itemized invoice to Licensee's notice recipient listed in the "NOTICES"
Article of this Agreement. Licensee shall pay to Licensor the total amount listed on such invoice within
thirty (30) days of Licensee's receipt of such invoice. Licensor will give as much notice as is feasible
recognizing such costs must by authorized by Licensee's City Council and funds must be appropriated.
Section 8. MODIFICATIONS TO LICENSEE'S FACILITIES.
A. This grant is subject to Licensor's safe and efficient operation of its railroad, and continued
use and improvement of Railroad Property (collectively, "Railroad's Use"). Accordingly, Licensee shall,
at its sole cost and expense, modify, reconstruct, repair, renew, revise, relocate, or remove (individually,
"Modification", or collectively, "Modifications") all or any portion of Licensee's Facilities as Licensor may
designate or identify, in its reasonable discretion, in the furtherance of Railroad's Use.
B. Upon any Modification of all or any portion of Licensee's Facilities to another location on
Railroad Property, Licensor and Licensee shall execute a Supplemental Agreement to this Pipeline
Agreement to document the Modification(s) to Licensee's Facilities on Railroad Property. If the
Modifications result in Licensee's Facilities moving off of Railroad Property, this Agreement will terminate
upon Licensee's completion of such Modification(s) and all requirements contained within the
"TERMINATION; REMOVAL OF LICENSEE'S FACILITIES" Section of this Exhibit B. Any such
Modification(s) off of Railroad Property will not release Licensee from any liability or other obligation of
Licensee arising prior to and upon completion of any such Modifications to the Licensee's Facilities.
Section 9. RESTORATION OF RAILROAD PROPERTY.
In the event Licensee, in any manner moves or disturbs any property of Licensor in connection with
the construction, maintenance, modification, reconstruction, repair, renewal, revision, relocation, or
removal of Licensee's Facilities, then, Licensee shall, as soon as possible and at Licensee's sole cost and
expense, restore Licensor's property to the same condition as the same were before such property was
moved or disturbed.
Section 10. INDEMNITY.
A. Defnitions. As used in this Section:
"Licensor" includes Licensor, its affiliates, its and their officers, directors, agents
and employees, and other railroad companies using Railroad Property at or near
the location of Licensee's installation and their officers, directors, agents, and
employees.
2. "Licensee" includes Licensee and its agents, contractors, subcontractors,
sub-subcontractors, employees, officers, and directors, or any other person or
entity acting on its behalf or under its control.
"Loss" includes claims, suits, taxes, loss, damages (including punitive damages,
statutory damages, and exemplary damages), costs, charges, assessments,
judgments, settlements, liens, demands, actions, causes of action, fines, penalties,
interest, and expenses of any nature, including court costs, reasonable attorneys'
fees and expenses, investigation costs, and appeal expenses.
B. Licensee shall, to the extent allowed by law and the Texas Constitution, release, defend,
indemnify, and hold harmless Licensor from and against any and all Loss, even if groundless, fraudulent,
or false, that directly or indirectly arises out of or is related to Licensee's construction, maintenance,
modification, reconstruction, repair, renewal, revision, relocation, removal, presence, use, or operation of
Licensee's Facilities, including, but not limited to, any actual or alleged:
Bodily harm or personal injury (including any emotional injury or disease) to, or
the death of, any person(s), including, but not limited to, Licensee, Licensor, any
telecommunications company, or the agents, contractors, subcontractors,
sub-subcontractors, or employees of the foregoing;
2. Damage to or the disturbance, loss, movement, or destruction of Railroad Property,
including loss of use and diminution in value, including, but not limited to, any
telecommunications system(s) or fiber optic cable(s) on or near Railroad Property,
any property of Licensee or Licensor, or any property in the care, custody, or
control of Licensee or Licensor;
Removal of person(s) from Railroad Property;
4. Any delays or interference with track or Railroad's Use caused by Licensee's
activity(ies) on Railroad Property, including without limitation the construction,
maintenance, modification, reconstruction, repair, renewal, revision, relocation, or
removal of Licensee's Facilities or any part thereof, any activities, labor, materials,
equipment, or machinery in conjunction therewith ;
5. Right(s) or interest(s) granted pursuant to this Agreement;
6. Contents escaping from Licensee's Facilities, including without limitation any
actual or alleged pollution, contamination, breach, or environmental Loss;
7. Licensee's breach of this Agreement or failure to comply with its provisions,
including, but not limited to, any violation or breach by Licensee of any
representations and warranties Licensee has made in this Agreement; and
8. Violation by Licensee of any law, statute, ordinance, governmental administrative
order, rule, or regulation, including without limitation all applicable Federal
Railroad Administration regulations.
C. THE FOREGOING OBLIGATIONS SHALL APPLY TO THE FULLEST EXTENT
PERMITTED BY LAW AND THE TEXAS CONSTITUTION FOR THE BENEFIT OF LICENSOR,
EXCEPT WHERE THE LOSS IS CAUSED BY THE SOLE, ACTIVE AND DIRECT NEGLIGENCE,
GROSS NEGLIGENCE, OR WILLFUL MISCONDUCT OF LICENSOR AS DETERMINED IN A FINAL
JUDGMENT BY A COURT OF COMPETENT JURISDICTTON.
Section 11. TERMINATION; REMOVAL OF LICENSEE'S FACILITIES.
A. If Licensee does not use the right herein granted on Licensee's Facilities for one (1) year,
or if Licensee continues in default in the performance of any provision of this Agreement for a period of
thirty (30) days after written notice from Licensor to Licensee specifying such default, Licensor may, at its
sole discretion, terminate this Agreement by written notice to Licensee at the address listed in the
"NOTICES" Article of this Agreement. This Agreement will not terminate until Licensee complies with
Paragraphs "C" and "D" of this Section found below.
B. Intentionally Deleted.
C. Prior to the effective date of any termination described in this Section, Licensee shall submit an
application to Licensor's online Utility Contracts System at https://wvwv.uprr.com/rem/ucs/jas/#/home for Licensee's
removal, or if applicable, abandonment in place of Licensee's Facilities located on Railroad Property
("Removal/Abandonment Work"). Upon the UP Engineering Representative's approval of Licensee's
application for the RemovaUAbandonment Work, Licensor and Licensee shall execute
a separate consent document that will govern Licensee's performance of the Removal/Abandonment Work
from those portions of Railroad Property not occupied by roadbed and/or trackage
("Consent Document"). Licensor shall then restore the impacted Railroad Property to the same or
reasonably similar condition as it was prior to Licensee's installation of Licensee's Facilities. For purposes
of this Section, Licensee's (i) performance of the Removal/Abandonment Work, and (ii) restoration work
will hereinafter be collectively referred to as the "Restoration Work".
D. Following Licensee's completion of the Restoration Work, Licensee shall provide
a written certification letter to Licensor at the address listed in the "NOTICES" Article of this Agreement
which certifies that the Restoration Work has been completed in accordance with the Consent Document.
Licensee shall report to governmental authorities, as required by law, and notify Licensor immediately if
any environmental contamination is discovered during Licensee's performance of the Restoration Work.
Upon discovery, the Licensee shall initiate any and all removal, remedial and restoration actions that are
necessary to restore the property to its original, uncontaminated condition. Licensee shall provide written
certification to Licensor at the address listed in the "NOTICES" Article of this Agreement that
environmental contamination has been remediated and the property has been restored in accordance with
Licensor's requirements. Upon Licensor's receipt of Licensee's restoration completion certifications, this
Agreement will terminate.
E. In the event that Licensee fails to complete any of the Restoration Work, Licensor may,
but is not obligated, to perform the Restoration Work and seek reimbursement from Licensee.
F. Termination of this Agreement for any reason will not affect any of rights or obligations
of the parties which may have accrued, or liabilities or Loss (defined in the "INDEMNITY" Section of this
Exhibit B), accrued or otherwise, which may have arisen prior to such termination.
EXHIBIT C
INSURANCE REQUIREMENTS
In accordance with Article 5 ofthis Agreement, Licensee shall (1) procure and maintain at its sole
cost and expense, or (2) require its contractors and subcontractors to procure and maintain, at their sole cost
and expense, the following insurance coverage:
A. Commercial General Liabilitv Insurance. Commercial general liability (CGL) with
a limit of not less than $2,000,000 each occurrence and an aggregate limit of not less than $4,000,000. CGL
insurance must be written on ISO occurrence form CG 00 O1 12 04 (or a substitute form providing
equivalent coverage).
The policy must also contain the following endorsement, WHICH MUST BE STATED ON THE
CERTIFICATE OF 1NSURANCE:
Contractual Liability Railroads ISO form CG 24 17 10 O1 (or a substitute form providing
equivalent coverage) showing "Union Pacific Railroad Company Property" as the
Designated Job Site.
B. Business Automobile Covera�e Insurance. Business auto coverage written on
ISO form CA 00 01 10 O1 (or a substitute form providing equivalent liability coverage) with a limit of not
less $2,000,000 for each accident, and coverage must include liability arising out of any auto (including
owned, hired, and non-owned autos).
The policy must contain the following endorsements, WHICH MUST BE STATED ON THE
CERTIFICATE OF 1NSURANCE:
"Coverage For Certain Operations In Connection With Railroads" ISO form CA 20 70 10
O1 (or a substitute form providing equivalent coverage) showing "Union Pacif'ic Railroad
Company Property" as the Designated Job Site.
C. Workers' Comuensation and Emulovers' Liabilitv Insurance. Coverage must include
but not be limited to:
Licensee's statutory liability under the workers' compensation laws of the state(s) affected
by this Agreement.
Employers' Liability (Part B) with limits of at least $500,000 each accident, $500,000
disease policy limit $500,000 each employee.
If Licensee is self-insured, evidence of state approval and excess workers' compensation coverage
must be provided. Coverage must include liability arising out of the U. S. Longshoremen's and Harbor
Workers' Act, the Jones Act, and the Outer Continental Shelf Land Act, if applicable.
D. Environmental Liabilitv Insurance. Environmental Legal Liability Insurance (ELL)
applicable to bodily injury, property damage, including loss of use of damaged property or of property that
has not been physically injured or destroyed, cleanup costs, and defense, including costs and expenses
incurred in the investigation, defense, or settlement of claims, or compliance with statute, all in connection
with any loss arising from the insured's performance under this Agreement. Except with respect to the
limits of insurance, and any rights or duties specifically assigned to the first named insured, this insurance
must apply as if each named insured were the only named insured; and separately to the additional insured
against which claim is made or suit is brought. Coverage shall be maintained in an amount of at least
$2,000,000 per loss, with an annual aggregate of at least $4,000,000.
Any retroactive date applicable to ELL insurance coverage under the policy must be the same as
or precedes the Effective Date of this Agreement, and continuous coverage must be maintained for a period
of five (5) years beginning from the time the work under this Agreement is completed or if coverage is
cancelled for any reason the policies extended discovery period, if any, will be exercised for the maximum
time allowed.
E. Railroad Protective Liabilitv Insurance. Licensee must maintain for the duration of work
"Railroad Protective Liability" insurance written on ISO occurrence form CG 00 35 12 04 (or a substitute
form providing equivalent coverage) on behalf of Licensor only as named insured, with a limit of not less
than $2,000,000 per occurrence and an aggregate of $6,000,000. The definition of "JOB LOCATION" and
"WORK" on the declaration page of the policy shall refer to this Agreement and shall describe all WORK
or OPERATIONS performed under this Agreement. Notwithstanding the foregoing, Licensee does not need
Railroad Protective Liability Insurance after its initial construction work is complete and all excess
materials have been removed from Licensor's property; PROVIDED, however, that Licensee shall procure
such coverage for any subsequent maintenance, repair, renewal, modification, reconstruction, or removal
work on Licensee's Facilities.
F. Umbrella or Excess Insurance. If Licensee utilizes umbrella or excess policies, and these
policies must "follow form" and afford no less coverage than the primary policy.
Other Requirements
G. All policy(ies) required above (except business automobile, workers' compensation and
employers' liability) must include Licensor as "Additional Insured" using ISO Additional Insured
Endorsement CG 20 26 (or substitute form(s) providing equivalent coverage). The coverage provided to
Licensor as additional insured shall not be limited by Licensee's liability under the indemnity provisions of
this Agreement. BOTH LICENSOR AND LICENSEE EXPECT THAT LICENSOR WILL BE
PROVIDED WITH THE BROADEST POSSIBLE COVERAGE AVAILABLE BY OPERATION OF
LAW UNDER ISO ADDITIONAL INSURED FORM CG 20 26.
H. Punitive damages exclusion, if any, must be deleted (and the deletion indicated on the
certif'icate of insurance), unless (a) insurance coverage may not lawfully be obtained for any punitive
damages that may arise under this Agreement, or (b) all punitive damages are prohibited by all states in
which this Agreement will be performed.
I. Licensee waives all rights of recovery, and its insurers also waive all rights of subrogation
of damages against Licensor and its agents, officers, directors and employees for damages covered by the
workers' compensation and employers' liability or commercial umbrella or excess liability obtained by
Licensee required in this Agreement, where permitted by law. This waiver must be stated on the cert�cate
of insurance.
J. All insurance policies must be written by a reputable insurance company acceptable to
Licensor or with a current Best's Insurance Guide Rating of A- and Class VII or better, and authorized to
do business in the state(s) in which the work is to be performed.
K. The fact that insurance is obtained by Licensee will not be deemed to release or diminish
the liability of Licensee, including, without limitation, liability under the indemnity provisions of this
Agreement. Damages recoverable by Licensor from Licensee or any third party will not be limited by the
amount of the required insurance coverage.
L. Licensee is allowed to retain (self-insure) in whole or in part any insurance obligation under
this Agreement. Any retention shall be for the account of Licensee. If Licensee elects to retain (self-insure)
in whole or in part any insurance required by the Agreement Licensee agrees that it shall provide Railroad
with the same coverage that would have been provided to it by the required commercial insurance forms
had Licensee obtained commercial insurance. For all coverage not retained (not self-insured) Licensee shall
furnish Railroad with certificates(s) of insurance, executed by a duly authorized representative of each
insurer, showing compliance with the insurance requirements in this Agreement.
EXHIBIT D
[FORM OF CONTRACTOR'S RIGHT OF ENTRY
AGREEMENT TO BE ATTACHEDJ - See Next Pc�ge
Project No. 0790104
EXHIBIT D
CONTRACTOR'S RIGHT OF ENTRY AGREEMENT
Mile Post: 610.31, Duncan Subdivision
Mile Post: 75331, Choctaw Subdivision
Location: Fort Worth, Tarrant County, Texas
This CONTRACTOR'S RIGHT OF ENTRY AGREEMENT ("Agreement") is made and entered
into as of the day of , 202_ ("Effective Date"), by and between UNION
PACIFIC RAILROAD COMPANY, a Delaware corporation, to be addressed at 1400 Douglas Street,
MS 1690, Omaha, Nebraska 68179 ("Railroad"), and , to
be addressed at ("Contractor").
RECITALS:
A. Railroad and City of Fort Worth ("Licensee"), entered into that certain Pipeline
Agreement dated , identified in Railroad's records as Project No. 0790104,
including any amendments or supplements thereto ("Railroad Agreement"), covering Licensee's
construction, maintenance, and operation of a slip lined underground 60 inch fiberglass pipeline encased
in an existing 69 inch pipeline for transporting and conveying sanitary sewer only, including any
appurtenances required for the operation of said pipeline (collectively, "Licensee's Facilities"), across
Railroad's real property, trackage, or other facilities located in Fort Worth, Tarrant County, State of Texas
("Railroad Property"). The specific specifications and limited purpose for Licensee's Facilities on, along,
across and under Railroad Property are described in and shown on the Prints and Specifications dated
June 15, 2023, attached hereto as Exhibit A-1, A-2, & A-3 and made a part hereof.
B. Contractor has been hired by Licensee to perform
on Licensee's
Facilities located on Railroad Property ("Work").
C. Railroad is willing to permit Contractor to perform the Work subject to the terms and
conditions of this Agreement.
IT IS MUTUALLY AGREED
BY AND BETWEEN THE PARTIES HERETO AS FOLLOWS:
Article 1. DEFINITION OF CONTRACTOR.
For purposes of this Agreement, all references in this Agreement to Contractor will include
Contractor's contractors, subcontractors, officers, agents and employees, and others acting under its or
their authority.
Article 2. RAILROAD GRANTS RIGHT.
Railroad hereby grants to Contractor during the Term (defined below), and subject to the terms
and conditions of this Agreement, to enter upon and have ingress to and egress from Railroad Property for
the sole purpose of performing the Work. Contractor acknowledges and agrees that Contractor's
performance of the Work is strictly limited to the Work described in this Agreement, or as designated by
Railroad's Field Representatives.
Article 3. TERM; TERMINATION.
A. This Agreement will commence on the Effective Date and will continue for one (1) year
from the Effective Date, or until such time as Contractor completes the Work, whichever is earlier
("Term"). Contractor agrees to notify the Railroad's Field Representatives in writing when it has
completed the Work.
B. Notwithstanding the foregoing, this Agreement may be terminated by either party on ten
(10) days written notice to the other party.
Article 4. CONTRACTOR'S COMPLIANCE WITH GENERAL TERMS.
Contractor represents and warrants that Contractor will strictly comply with all terms and
conditions set forth herein, including the General Terms and Conditions, attached hereto as Exhibit B and
made a part hereof, in its performance of the Work.
Article 5. CONTRACTOR'S COSTS FOR PERFORMANCE OF THE WORK.
Contractor shall bear the entire cost and expense of performing the Work, including
reimbursement of any costs set forth in the "CONTRACTOR'S PAYMENT OF EXPENSES" Section of
Exhibit B of this Agreement.
Article 6. INSURANCE.
A. During the Term of this Agreement, Contractor shall fully comply or cause its
contractor(s) to fully comply with the insurance requirements described in Exhibit C, attached hereto and
made a part hereo£ Contractor shall send copies of all insurance documentation (e.g., certificates,
endorsements, etc.) to Railroad at the address listed in the "NOTICES" Section of this Agreement.
B. If Contractor is subject to statute(s) limiting its insurance liability and/or limiting its
ability to obtain insurance in compliance with Exhibit C of this Agreement, those statutes shall apply.
Article 7. ATTORNEYS' FEES, EXPENSES, AND COSTS.
If litigation or other court action or similar adjudicatory proceeding is undertaken by Contractor
or Railroad to enforce its rights under this Agreement, all fees, costs, and expenses, including, without
limitation, reasonable attorneys' fees and court costs, of the prevailing Party in such action, suit, or
proceeding shall be reimbursed or paid by the Party against whose interest the judgment or decision is
rendered. The provisions of this Article shall survive the termination of this Agreement.
Article 8. DISMISSAL OF CONTRACTOR'S EMPLOYEE.
At the request of Railroad, Contractor may remove from Railroad Property any employee of
Contractor who fails to conform to the instructions of Railroad's Field Representatives in connection with
the Work, and any right of Contractor shall be suspended until such removal has occurred.
Article 9. ADMINISTRATIVE FEE.
Upon execution of this Agreement, Contractor shall pay to Railroad a one-time administrative fee
of One Thousand Dollars ($1,000.00), as reimbursement for Railroad's administrative processing of this
Agreement.
Article 10. NO ADDITIONAL CROSSINGS GRANTED.
No additional vehicular crossings (including temporary haul roads) or pedestrian crossings over
Railroad Property will be installed by or used by Contractor without the prior written approval of
Railroad.
Article 11. WAIVER OF BREACH.
The waiver by Contractor of the breach of any condition, covenant or agreement herein contained
to be kept, observed and performed by Contractor shall in no way impair the right of Railroad to avail
itself of any remedy for any subsequent breach thereof.
Article 12. ASSIGNMENT.
A. Contractor shall not assign this Agreement, in whole or in part, or any rights herein
granted, without the written consent of Railroad, which must be requested in writing by Contractor. Any
assignment or attempted transfer of this Agreement or any of the rights herein granted, whether voluntary,
by operation of law, or otherwise, without Railroad's written consent, will be absolutely void and may
result in Railroad's termination of this Agreement pursuant to the °TERM; TERMINATION" Section of
this Agreement
B. Upon Railroad's written consent to any assignment, this Agreement will be binding upon
and inure to the benefit of the parties thereto, successors, heirs, and assigns, executors, and administrators.
Article 13. SEVERABILITY.
Any provision of this Agreement which is determined by a court of competent jurisdiction to be
invalid or unenforceable shall be invalid or unenforceable only to the extent of such determination, which
shall not invalidate or otherwise render ineffective any other provision of this Agreement.
Article 14. NOTICES.
Except Contractor's commencement of work notice(s) required under Exhibit B, all other notices
required by this Agreement must be in writing, and (i) personally served upon the business address listed
below ("Notice Address"), (ii) sent overnight via express delivery by a nationally recognized overnight
delivery service such as Federal Express Corporation or United Parcel Service to the Notice Address, or
(iii) by certif'ied mail, return receipt requested to the Notice Address. Overnight express delivery notices
will be deemed to be given upon receipt. Certified mail notices will be deemed to be given three (3) days
after deposit with the United States Postal Service.
If to Railroad: Union Pacific Railroad Company
Attn: Analyst — Real Estate Utilities (Project No. 0790104)
1400 Douglas Street, MS 1690
Omaha, Nebraska 68179
If to Contractor:
Legal Entity Name
Attn:
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed as of the
Effective Date.
UNION PACIFIC RAILROAD COMPANY,
a Delaware corporation LEGAL ENTITY NAME
By: By: _
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AGREEMENT FOR FIBER OPTIC PROVISIONS.
EXHIBIT "A-1"
UNION PRCIFIC RRI�RORD COMPRNY
FORT WORTH, TARRANT COUNTY, TX
M.P. 753.31 - CHOCTAW SUB.
M.P. 610.31 - DUNCAN SUB.
SLSW V-5 / S-25C 8 CRIP V-1-T / S-T-1B
SCALE: 1" = 100'
OFFICE OF REAL ESTATE
OMAHA, NEBRASKA DATE: 6/15/2023
JDB FILE: 0790104
NON-FLAMMABLE LIQUID
PIPELINE
0 CROSSING
❑ ENCROACHMENT
❑BOTH
_ UPRR R, 0, Wo
------------------------ �--------------------------
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DESCR[BE DESCRIBE
FIXED OBJECT `�I FIXED OBJECT �
CROSS[NG TRACK I CROSSING TRACK
Northside Drive Overpass C/L N
NORTH ARROW iDOT 275251E)
-----------------------A
— --------------------------�--
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SCALE: NONE
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--------------------------------------------------- O
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CASING PIPE SECT I ON
CARRIER PIPE sca�E. NONE A LONGITUDINAL PIPE
NOTES: �HE 502.7 FT OF "CASING PIPE" IS THE EXISTING SANITARY SEWER LINE FROM MANHOLE TO MANHOLE ENCROACHMENT
11ALL DIMENSIONS MEASURED PERPENDICULAR TO THE CENTERLINE OF TRACK.
2) REFER TO AREMA VOLUME 1, CHAPTER 1, PART 5, SECTION 5.3.
A) METHOD OF INSTALLATION LININGTHROUGHEXISTINGSANITARYSEWERPIPE
B) DIST.FROM CENTERLINE OF TRACK TO PIPE ENCROACHMENT
C) SIGNS PROVIDED? SIGNSWILLNOTBEPROVIDED
D) CARRIER MATERIALFRPOFUNiN�exisriN�ss��CMPCARRIERIF RCP, CLASS V? N/A
COMMODITY TO BE CONVEYED SANITARYSEWER e
OPERATIONAL PRESSURE N�A PSI. MAOP �oo PSI,
WALL THICKNESS (INCH)/ SCHEDULE SN�2 , DIAMETER 60�L IN.
CATHODIC/COATING PROTECTION
E) CASING MATERIAL EXISTINGCONCRETEC301PIPE _ IF RCP, CLASS V?
TOTAL LENGTH CASING PIPE: 412 FT.
WALL THICKNESS 6.25 IN. DIAMETER 7z���� IN.
CATHODIC/COATING PROTECTIONNo
CASING PIPE IS SEALED AT THE ENDS.
F) DISTANCE FROM CENTERLINE OF TRACK TO NEAR FACE OF
BORING AND JACKING PITS WHEN MEASURED AT RIGHT ANGLES
N/A A N D N/A
UNION
PACIFIC _ , ,�
IIIIII
EXHIBIT "A"_2
SUBDIVISIONo ChoctawSub.
TRACK TYPE° MAINLINE
jVj e P. 0 753.31
E,SeMees�oo+�st
NEAREST CITYe
Fort Worth
APPLICANTe CityofFortWorth
FILE NO,e 0790104
L A T, e 32.779158
L 0 N G e e-9� 332981
COUNTYe STATE:
Tarrant TX
DATEe 6/ �s � zozs
NON-FLAMMABLE LIQUID
PIPELINE
0 CROSSING
❑ ENCROACHMENT
❑BOTH
_ UPRR R, 0, Wo
------------------------ �--------------------------
— 1965.6FTo 3314.4FTa �
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DESCR[BE DESCRIBE
FIXED OBJECT `�I FIXED OBJECT �
CROSS[NG TRACK I CROSSING TRACK
Northside Drive Overpass C/L v
NORTH ARROW iDOT 275251E)
-----------------------A
— --------------------------�--
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---------------------------------------------------
CASING PIPE SECT I ON
CARRIER PIPE sca�E. NONE A LONGITUDINAL PIPE
NOTES: �HE 502.7 FT OF "CASING PIPE" IS THE EXISTING SANITARY SEWER LINE FROM MANHOLE TO MANHOLE ENCROACHMENT
11ALL DIMENSIONS MEASURED PERPENDICULAR TO THE CENTERLINE OF TRACK.
2) REFER TO AREMA VOLUME 1, CHAPTER 1, PART 5, SECTION 5.3.
A) METHOD OF INSTALLATION LININGTHROUGHEXISTINGSANITARYSEWERPIPE
B) DIST.FROM CENTERLINE OF TRACK TO PIPE ENCROACHMENT
C) SIGNS PROVIDED? SIGNSWILLNOTBEPROVIDED
D) CARRIER MATERIALFRPOFUNw�exisTiN�ss°CMPCARRIERIF RCP, CLASS V?
COMMODITY TO BE CONVEYED SANITARYSEWER e
OPERATIONAL PRESSURE N�A PSI. MAOP �oo PSI,
WALL THICKNESS (INCH)/ SCHEDULE SN�2 , DIAMETER 60�L IN.
CATHODIC/COATING PROTECTION
E) CASING MATERIAL EXISTINGCONCRETEC301PIPE _ IF RCP, CLASS V?
TOTAL LENGTH CASING PIPE: 412 FT.
WALL THICKNESS 6.25 IN. DIAMETER 7z���� IN.
CATHODIC/COATING PROTECTIONNo
CASING PIPE IS SEALED AT THE ENDS.
F) DISTANCE FROM CENTERLINE OF TRACK TO NEAR FACE OF
BORING AND JACKING PITS WHEN MEASURED AT RIGHT ANGLES
N/A A N D N/A
UNION
PACIFIC _ , ,�
IIIIII
EXHIBIT "A"-3
SUBDIVISIONo DuncanSub.
TRACK TYPEe MAINLINE
j�/j e P. 0 610.31
E,S,M,e 16643+Zg,6
NEAREST CITYe
Fort Worth
APPLICANTe CityofFortWorth
FILE NO,e 0790104
L A T, e 32.779355
L 0 N G e e-9� 332489
COUNTYe STATE:
Tarrant TX
DATEe 6/ �s � zozs
EXHIBIT B
TO THE CONTRACTORS RIGHT OF ENTRY
GENERAL TERMS AND CONDITIONS
Section 1. LIMITATION AND SUBORDINATION OF RIGHTS GRANTED.
A. The foregoing grant is subject and subordinate to the prior and continuing right and
obligation of Railroad to use and maintain its entire property including the right and power of Railroad to
construct, maintain, repair, renew, use, operate, change, modify or relocate railroad tracks, signal,
communication, fiber optics, or other wirelines, pipelines and other facilities upon, along or across any or
all parts of its property, all or any of which may be freely done at any time or times by Railroad without
liability to Contractor or to any other party for compensation or damages.
B. The foregoing grant is also subject to all outstanding superior rights (including those in
favor of licensees and lessees of Railroad Property) and the right of Railroad to renew and extend the
same, and is made without covenant of title or for quiet enjoyment. It shall be Contractor's sole
obligation to obtain such additional permission, license and grants necessary on account of any such
existing rights.
Section 2. NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES.
A. Contractor is strictly prohibited from commencing any Work on Licensee's Facilities
without Railroad's written approval that the work will be in strict compliance with (i) the
"ENGINEERING REQUIREMENTS; PERMITS" Section of the Railroad Agreement, and (ii) this
Exhibit B. Upon Railroad's approval, Contractor shall contact Railroad's Field Representatives at least
ten (10) days before commencement of any Work on Licensee's Facilities.
B. Contractor shall not commence any work until: (1) Railroad has determined whether
flagging or other special protective or safety measures ("Safety Measures") are required for performance
of the Work pursuant to the "FLAGGING" Section of this Exhibit B and provided Contractor written
authorization to commence the Work; and (2) Contractor has complied with the "PROTECTION OF
FIBER OPTIC CABLE SYSTEMS" Section of this Exhibit B.
C. If, at any time, an emergency arises involving Licensee's Facilities, Contractor shall
immediately contact Railroad's Response Management Communications Center at (888) 877-7267.
Section 3. FLAGGING.
A. Following Contractor's notice to Railroad's Field Representatives required under the
"NOTICE OF COMMENCEMENT OF WORK; EMERGENCIES" Section of this Exhibit B, Railroad
shall inform Contractor if Safety Measures are required for performance of the Work. If Safety Measures
are required, no work of any kind may be performed by Contractor or its contractor(s) until arrangements
for the Safety Measures have been made and scheduled. If no Safety Measures are required, Railroad will
give Contractor written authorization to commence the Work.
B. If any Safety Measures are performed or provided by Railroad, including but not limited
to flagging, Railroad shall bill Contractor for such expenses incurred by Railroad, unless Railroad and
a federal, state, or local governmental entity have agreed that Railroad is to bill such expenses to the
federal, state, or local governmental entity. Additional information regarding the submission of such
expenses by Railroad and payment thereof by Contractor can be found in the "CONTRACTOR'S
PAYMENT OF EXPENSES" Section of this Exhibit B. If Railroad performs any Safety Measures,
Contractor agrees that Contractor is not relieved of any of responsibilities or liabilities set forth in this
Agreement.
C. For flagging, the rate of pay per hour for each flagger will be the prevailing hourly rate in
effect for an eight-hour day for the class of flagmen used during regularly assigned hours and overtime in
accordance with Labor Agreements and Schedules in effect at the time the work is performed. In addition
to the cost of such labor, a composite charge for vacation, holiday, health and welfare, supplemental
sickness, Railroad Retirement and unemployment compensation, supplemental pension, Employees
Liability and Property Damage, and Administration will be included, computed on actual payroll. The
composite charge will be the prevailing composite charge in effect at the time the work is performed.
One and one-half times the current hourly rate is paid for overtime, Saturdays and Sundays, and two and
one-half times current hourly rate for holidays. Wage rates are subject to change, at any time, by law or
by agreement between Railroad and its employees, and may be retroactive as a result of negotiations or a
ruling of an authorized governmental agency. Additional charges on labor are also subject to change. If
the wage rate or additional charges are changed, Contractor (or the governmental entity, as applicable)
shall pay on the basis of the new rates and charges.
D. Reimbursement to Railroad will be required covering the full eight-hour day during
which any flagger is furnished, unless the flagger can be assigned to other railroad work during a portion
of such day, in which event reimbursement will not be required for the portion of the day during which
the flagger is engaged in other railroad work. Reimbursement will also be required for any day not
actually worked by the flaggers following the flaggers' assignment to work on the project for which
Railroad is required to pay the flaggers and which could not reasonably be avoided by Railroad by
assignment of such flaggers to other work, even though Contractor may not be working during such time.
When it becomes necessary for Railroad to bulletin and assign an employee to a flagging position in
compliance with union collective bargaining agreements, Contractor must provide Railroad a minimum of
five (5) days notice prior to the cessation of the need for a flagger. If five (5) days notice of cessation is
not given, Contractor will still be required to pay flagging charges for the days the flagger was scheduled,
even though flagging is no longer required for that period. An additional ten (10) days notice must then be
given to Railroad if flagging services are needed again after such five day cessation notice has been given
to Railroad.
Section 4. SAFETY.
A. Safety of personnel, property, rail operations and the public is of paramount importance
in the prosecution of any work on Railroad Property performed by Contractor, and takes precedence over
any Work on Licensee's Facilities to be performed by Contractor. Contractor shall be responsible for
initiating, maintaining and supervising all safety operations and programs in connection with any Work
on Licensee's Facilities. Contractor and its contractor shall, at a minimum comply, with Railroad's then
current safety standards located at the below web address ("Railroad's Safety Standards") to ensure
uniformity with the safety standards followed by Railroad's own forces. As a part of Contractor's safety
responsibilities, Contractor shall notify Railroad if it determines that any of Railroad's Safety Standards
are contrary to good safety practices. Contractor shall furnish copies of Railroad's Safety Standards to
each of its employees before they enter Railroad Property.
[httn:/hvww.up.com/cs/eroups/public/(u�unrr/(u,suppliers/documents/up�df nativedocs/pdf up supnlicr safetv req.pdt]
B. Contractor shall keep the job site on Railroad Property free from safety and health
hazards and ensure that their employees are competent and adequately trained in all safety and health
aspects of the Work.
C. Contractor represents and warrants that all parts of Licensee's Facilities within and
outside of the limits of Railroad Property will not interfere whatsoever with the constant, continuous, and
uninterrupted use of the tracks, property, and facilities of Railroad, and nothing shall be done or suffered
to be done by Contractor at any time that would in any manner impair the safety thereof.
D. Railroad's operations and work performed by Railroad's personnel may cause delays in
Contractor's or its contractor's Work on Licensee's Facilities. Contractor accepts this risk and agrees that
Railroad shall have no liability to Contractor or any other person or entity for any such delays. Contractor
must coordinate any work on Railroad Property by Contractor or any third party with Railroad's Field
Representatives in strict compliance with the "NOTICE OF COMMENCEMENT OF WORK;
EMERGENCIES" Section of this Exhibit B.
E. Railroad shall have the right, if it so elects, to provide any support it deems necessary for
the safety of Railroad's operations and trackage during Contractor's performance of the Work on
Licensee's Facilities. In the event Railroad provides such support, Railroad shall invoice Contractor, and
Contractor shall pay Railroad as set forth in the "CONTRACTOR'S PAYMENT OF EXPENSES"
Section of this Exhibit B.
Section 5. PROTECTION OF FIBER OPTIC CABLE SYSTEMS.
Fiber optic cable systems may be buried on Railroad Property. Protection of the fiber optic cable
systems is of extreme importance since any break could disrupt service to users resulting in business
interruption and loss of revenue and profits. In addition to the notifications required under the "NOTICE
OF COMMENCEMENT OF WORK; EMERGENCIES" Section of this Exhibit B, Contractor shall visit
up.com/CBUD to complete and submit the required form to determine if fiber optic cable is buried
anywhere on Railroad Property to be used by Contractor. If it is, Contractor shall telephone the
telecommunications company(ies) involved, and arrange for a cable locator, make arrangements for
relocation or other protection of the fiber optic cable, all at Contractor's expense, and will not commence
any work on Railroad Property until all such protection or relocation has been completed.
Section 6. CONTRACTOR'S PAYMENT OF EXPENSES.
A. Contractor shall bear the entire cost and expense of performing the Work on Licensee's
Facilities, including reimbursement of any costs set forth in this Exhibit B.
B. Contractor shall fully pay for all materials joined, affixed to and labor performed on
Railroad Property in connection with the Work on Licensee's Facilities, and shall not permit or suffer any
mechanic's or materialman's lien of any kind or nature to be enforced against the property for any work
done or materials furnished thereon at the instance or request or on behalf of Contractor. Contractor shall
promptly pay or discharge all taxes, charges, and assessments levied upon, in respect to, or on account of
Licensee's Facilities, to prevent the same from becoming a charge or lien upon any property of Railroad,
and so that the taxes, charges, and assessments levied upon or in respect to such property shall not be
increased because of the location, construction, or maintenance of Licensee's Facilities or any
improvement, appliance, or fixture connected therewith placed upon such property, or on account of
Contractor's interest therein. Where such tax, charge, or assessment may not be separately made or
assessed to Contractor but shall be included in the assessment of the property of Railroad, then Contractor
shall pay to Railroad an equitable proportion of such taxes determined by the value of Contractor's
property upon property of Railroad as compared with the entire value of such property.
C. As set forth in the "FLAGGING" Section of this Exhibit B, Contractor shall have the
right, if it so elects, to provide any Safety Measures Railroad deems necessary for the safety of Railroad's
operations and trackage during Contractor's or its contractor's performance of the Work on Licensee's
Facilities, including, but not limited to supervision, inspection, and flagging services. In the event
Railroad provides such Safety Measures, Railroad shall submit an itemized invoice to Contractor's notice
recipient listed in the "NOTICES" Article of this Agreement. Contractor shall pay to Railroad the total
amount listed on such invoice within thirty (30) days of Contractor's receipt of such invoice.
Section 7. RESTORATION OF RAILROAD'S PROPERTY.
In the event Contractor, in any manner moves or disturbs any property of Railroad in connection
with performance of the Work on Licensee's Facilities, then, Contractor shall, as soon as possible and at
Contractor's sole cost and expense, restore Railroad's property to the same condition as the same were
before such property was moved or disturbed.
Section 8. INDEMNITY.
A. Defnitions. As used in this Section:
"Railroad" includes Railroad, its affiliates, its and their ofFcers, directors, agents
and employees, and other railroad companies using Railroad Property at or near
the location(s) of Licensee's Facilities and their officers, directors, agents, and
employees.
2. "Contractor" includes Contractor and its agents, contractors, subcontractors,
sub-subcontractors, employees, officers, and directors, or any other person or
entity acting on its behalf or under its control.
"Loss" includes claims, suits, taxes, loss, damages (including punitive damages,
statutory damages, and exemplary damages), costs, charges, assessments,
judgments, settlements, liens, demands, actions, causes of action, fines, penalties,
interest, and expenses of any nature, including court costs, reasonable attorneys'
fees and expenses, investigation costs, and appeal expenses.
B. Contractor shall release, defend, indemnify, and hold harmless Railroad from and against
any and all Loss, even if groundless, fraudulent, or false, that directly or indirectly arises out of or is
related to Contractor's performance of the Work on Licensee's Facilities, including, but not limited to, any
actual or alleged:
Bodily harm or personal injury (including any emotional injury or disease) to, or
the death of, any person(s), including, but not limited to, Contractor, Railroad,
any telecommunications company, or the agents, contractors, subcontractors,
sub-subcontractors, or employees of the foregoing;
2. Damage to or the disturbance, loss, movement, or destruction of Railroad
Property, including loss of use and diminution in value, including, but not limited
to, any telecommunications system(s) or fiber optic cable(s) on or near Railroad
Property, any property of Contractor or Railroad, or any property in the care,
custody, or control of Contractor or Railroad;
3. Removal of person(s) from Railroad Property;
4. Any delays or interference with track or Railroad's railroad operations caused by
Contractor's activity(ies) on Railroad Property, including without limitation the
construction, maintenance, modification, reconstruction, repair, renewal,
revision, relocation, or removal of Licensee's Facilities or any part thereof, any
activities, labor, materials, equipment, or machinery in conjunction therewith ;
5. Right(s) or interest(s) granted pursuant to this Agreement;
6. Contents escaping from Licensee's Facilities, including without limitation any
actual or alleged pollution, contamination, breach, or environmental Loss;
7. Contractor's breach of this Agreement or failure to comply with its provisions,
including, but not limited to, any violation or breach by Contractor of any
representations and warranties Contractor has made in this Agreement; and
8. Violation by Contractor of any law, statute, ordinance, governmental
administrative order, rule, or regulation, including without limitation all
applicable Federal Railroad Administration regulations.
C. THE FOREGOING OBLIGATIONS SHALL APPLY TO THE FULLEST EXTENT
PERMITTED BY LAW FOR THE BENEFIT OF RAILROAD TO LOSSES CAUSED BY, ARISING
FROM, RELATING TO, OR RESULTING FROM, IN WHOLE OR IN PART, THE NEGLIGENCE OF
RAILROAD, AND SUCH NEGLIGENCE OF RAILROAD SHALL NOT LIMIT, DIMINISH, OR
PRECLUDE CONTRACTOR'S OBLIGATIONS TO RAILROAD IN ANY RESPECT.
NOTWITHSTANDING THE FOREGOING, SUCH OBLIGATION TO INDEMNIFY SHALL NOT
APPLY TO THE EXTENT THE LOSS IS CAUSED BY THE SOLE, ACTIVE AND DIRECT
NEGLIGENCE, GROSS NEGLIGENCE, OR WILLFUL MISCONDUCT OF RAILROAD AS
DETERMINED IN A FINAL JUDGMENT BY A COURT OF COMPETENT JURISDICTION.
EXHIBIT C
TO THE CONTRACTORS RIGHT OF ENTRY
INSURANCE REQUIREMENTS
In accordance with Article 6 of this Agreement, Contractor shall (1) procure and maintain at its
sole cost and expense, or (2) require its contractors and subcontractors to procure and maintain, at their
sole cost and expense, the following insurance coverage:
A. Commercial General Liabilitv Insurance. Commercial general liability (CGL) with
a limit of not less than $2,000,000 each occurrence and an aggregate limit of not less than $4,000,000.
CGL insurance must be written on ISO occurrence form CG 00 O1 12 04 (or a substitute form providing
equivalent coverage).
The policy must also contain the following endorsement, WHICH MUST BE STATED ON THE
CERTIFICATE OF 1NSURANCE:
Contractual Liability Railroads ISO form CG 24 17 10 O1 (or a substitute form providing
equivalent coverage) showing "Union Pacific Railroad Company Property" as the
Designated Job Site.
B. Business Automobile Covera�e Insurance. Business auto coverage written on
ISO form CA 00 O1 10 O1 (or a substitute form providing equivalent liability coverage) with a limit of not
less $2,000,000 for each accident, and coverage must include liability arising out of any auto (including
owned, hired, and non-owned autos).
The policy must contain the following endorsements, WHICH MUST BE STATED ON THE
CERTIFICATE OF 1NSURANCE:
"Coverage For Certain Operations In Connection With Railroads" ISO form CA 20 70 10
O1 (or a substitute form providing equivalent coverage) showing "Union Pacif'ic Railroad
Company Property" as the Designated Job Site.
C. Workers' Comnensation and Emnlovers' Liabilitv Insurance. Coverage must include
but not be limited to:
Contractor's statutory liability under the workers' compensation laws of the state(s)
affected by this Agreement.
Employers' Liability (Part B) with limits of at least $500,000 each accident, $500,000
disease policy limit $500,000 each employee.
If Contractor is self-insured, evidence of state approval and excess workers' compensation
coverage must be provided. Coverage must include liability arising out of the U.S. Longshoremen's and
Harbor Workers' Act, the Jones Act, and the Outer Continental Shelf Land Act, if applicable.
D. Environmental Liabilitv Insurance. Environmental Legal Liability Insurance (ELL)
applicable to bodily injury, property damage, including loss of use of damaged property or of property
that has not been physically injured or destroyed, cleanup costs, and defense, including costs and
expenses incurred in the investigation, defense, or settlement of claims, or compliance with statute, all in
connection with any loss arising from the insured's performance under this Agreement. Except with
respect to the limits of insurance, and any rights or duties specifically assigned to the first named insured,
this insurance must apply as if each named insured were the only named insured; and separately to the
additional insured against which claim is made or suit is brought. Coverage shall be maintained in an
amount of at least $2,000,000 per loss, with an annual aggregate of at least $4,000,000.
Contractor warrants that any retroactive date applicable to ELL insurance coverage under the
policy is the same as or precedes the Effective Date of this Agreement, and that continuous coverage will
be maintained for a period of five (5) years beginning from the time the Work under this Agreement is
completed or if coverage is cancelled for any reason the policies extended discovery period, if any, will
be exercised for the maXimum time allowed.
E. Railroad Protective Liability Insurance. Contractor must maintain for the duration of
work "Railroad Protective Liability" insurance written on ISO occurrence form CG 00 35 12 04 (or a
substitute form providing equivalent coverage) on behalf of Railroad only as named insured, with a limit
of not less than $2,000,000 per occurrence and an aggregate of $6,000,000. The definition of "JOB
LOCATION" and "WORK" on the declaration page of the policy shall refer to this Agreement and shall
describe all WORK or OPERATIONS performed under this Agreement. Notwithstanding the foregoing,
Contractor does not need Railroad Protective Liability Insurance after its initial construction work is
complete and all excess materials have been removed from Railroad Property; PROVIDED, however, that
Contractor shall procure such coverage for any subsequent maintenance, repair, renewal, modification,
reconstruction, or removal work on Licensee's Facilities.
F. Umbrella or Excess Insurance. If Contractor utilizes umbrella or excess policies, and
these policies must "follow form" and afford no less coverage than the primary policy.
Other Repuirements
G. All policy(ies) required above (except business automobile, workers' compensation and
employers' liability) must include Railroad as "Additional Insured" using ISO Additional Insured
Endorsement CG 20 26 (or substitute form(s) providing equivalent coverage). The coverage provided to
Railroad as additional insured shall not be limited by Contractor's liability under the indemnity provisions
of this Agreement. BOTH RAILROAD AND CONTRACTOR EXPECT THAT RAILROAD WILL BE
PROVIDED WITH THE BROADEST POSSIBLE COVERAGE AVAILABLE BY OPERATION OF
LAW UNDER ISO ADDITIONAL 1NSURED FORM CG 20 26.
H. Punitive damages exclusion, if any, must be deleted (and the deletion indicated on the
certificate of insurance), unless (a) insurance coverage may not lawfully be obtained for any punitive
damages that may arise under this Agreement, or (b) all punitive damages are prohibited by all states in
which this Agreement will be performed.
L Contractor waives all rights of recovery, and its insurers also waive all rights of
subrogation of damages against Railroad and its agents, officers, directors and employees for damages
covered by the workers' compensation and employers' liability or commercial umbrella or excess liability
obtained by Contractor required in this Agreement, where permitted by law. This waiver must be stated
on the certificate of insurance.
J. All insurance policies must be written by a reputable insurance company acceptable to
Railroad or with a current Best's Insurance Guide Rating of A- and Class VII or better, and authorized to
do business in the state(s) in which the Work is to be performed.
K. The fact that insurance is obtained by Contractor will not be deemed to release or
diminish the liability of Contractor, including, without limitation, liability under the indemnity provisions
of this Agreement. Damages recoverable by Railroad from Contractor or any third party will not be
limited by the amount of the required insurance coverage.
CITY OF FORT WORTH MARINE CREEK SS PART 1 M-245B SLIPLINE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 103497
Revised July 1, 2011
GR-01 60 00 Product Requirements
THIS PAGE LEFT INTENTIONALLY BLANK
* From Original5tandard Products Lis[
CITY OF FORT WORTH
F�RT W�RTH., WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03/29/2022
F�RT W�RTH ,
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03/29/2022
Note: All water or sewer i e lar er than 15 inch diameter shall be a roved for use b the Water De artment on a ro'ect s ecific basis. S ecial beddin ma be re uired for some i es.
�� � i' � � ��• � � �'
Water & Sewer - Manhole Inserts - Field Ooerations Use Onlv (Rev 2/3/161
33 Di 13 Manhole Insert Knnlson Hnte cises Made to Ocdec -Plaslic AS7TVI D 1218 Foc 21" d�a.
33 DS 13 Manhole Inse�[ Sonlh Wesler� PacAa i� Made lo Ocdec -Plaslic AS7M D 1218 Fo� 21" dia.
33 DS 13 ManLole Inser[ Noflo�v-Inflo�v Made lo Ocdec -Plaslic AS7M D 1218 Fo� 21" dia.
09/23/96 33 OS 13 ManLole Inse�t SonW�cestecn Pacl:in & Seals_ I�c- LifeSa�'er - Slainless Steel For 24" dia-
0'J/23/9G 33 OS 13 �[anLole Insert Sowli��cs�cm PacAin �& Scals_ [nc Tctl�crLoA - S�ainless Siccl For 24" dia
Water & Sewer - Pioe Casine Soacers 33-OS-24 (07/Ol/131
I I/0�/02 Siccl Band ('aeing Spaccre Ad����ccd Prodiicls ���d S�slcros. Inc. ('arbo�i Slccl Sp�ccrs. Modcl SI
02/02/93 Siainlcss Stccl Casing Spaccr Ad����ccd Prodiicls ���d S�slcros. Inc. Siai�ilcss Slccl Sp�ccr. Modcl 55[
0}/Zyg7 C eing Spaccis C ecadc Walcn�orAs Manufacluring Casing Spaccrs
09/11/10 Sla�nless Steel Cas�ng Spacer P�peline Seal a�d I�sularoe SIa�Ness Steel Cas��g Spacer Up to 18"
09/11/1D Coaled S[eel Casi� Spacecs Pipeline Seal a�d I�snlaroc Coaled S[eel Casin Spacecs Up l018"
OS/1D/11 Slainless S[eel Casi�g Spacer Pon'eeseal 4810 Pon'emhock Up l018"
03/19/18 Casing Spacecs BWM SS-12 Casing Spacec(S[ainless Steel)
03/19/18 Casing Spacees B� FB-12 Casing Spncer (Coated Cnfion Steel)
for Von�ressnrc Pipc end Gronted Casing
03/29/22 33 OS 13 Cnsine Spacees CCI Pipeline Svslems CSC12, CSS12
Water & Sewer - Pioes/Ductile Iron 33-11-10(1/8/131
* 33 11 10 Duelile Imn Pipe GnfGn Pipe YroducLs. Co_ Super [3e11-I51e Duclile Iron Press�re Pipe. q�yy�q C I�O. C I51 3�� �hni Z=��
OR/21/IR 331110 DnelileImnPipe AmeneanDnctileIronPipcCo. AmencnnFastilePipc(13cII5pigoQ AWWACIS(I.CI51 1"Lhni3(1"
OS/21/IS 33 11 10 Dnc�le Iron Pipe Amencan DucUle Ieon Pipe Co- Ameeican Flc Ring (Resha�ned ]o�nt) AW WA CIiO_ C151 3" �l�ru 30"
* 331110 DnclileImnPipe U.S.PipeandFonndryCo. AWWACISO.Clil
* 331110 DuclilelmnPipe McWaneCnstIronPipeCo. AWWACISO,Clil
Water & Sewer - Litilitv Line Marker f 08/24/20181
Sewer - Coafinas/Eooxv 33-39-60 (Ol/08/131
02/25/02 H o.1� Linin Svstem Sai�ercisen_ [nc Se��crCard 210R5 LA � wit� 11210-I 33
12/11/01 H o.1� Linin Svstem Ertcch Tccl�nical Coaun �s Erlcch 2030 and 2100 Scrics
Ol/11/OS Inteeior Duclile Iro� Pi e Coalin lnduron Protecto+01 ASTM B-117 Dnclile Iro� Pi e ON��
01/31/O6 CoalinsfoeCoeros�onProteclion Chceicnon Arc7'JI_SIIIB_51_52 AcidResis�anceTcs� Se��ee:1 �lications
8/28/200G Coa�nsfoeCoerosionPro�ecuon WarrenE�nironmc�nal 5-.Ol��id�I-.01 Sc��erA>>lications
Sewer - Coatines/Polwrethane
Sewer - Combinafion Air Valves
OS/25/IN 33-31-70 AirRcicascVal�c A.R.LUSA_[�ic DU25LTP02(� m�osilcBod�) 2"
Sewer - Pioes/Concrete
' E1-03 Conc_ Pi �a Reinforced Wall ('o��creic Pi c Co. Inc. ASTM � 7G
' EI-01 Conc_ Pi �a Rcinforced I I�dro Conduit � r�or�lio� �lass [[[ T�Y.G. SPL Iicm 1177 ASTM C 7G
' EI-01 Conc Pi �a Rcinforced I Ianeon C ncrc�c Prodiicls - ASTM � 7G
' EI-01 Conc- Pi e_ Reinforred Concre�e Pi �c & Producls Co. Inc. ASTM � 7G
Sewer - Pioe Enlarement Svstem (Methodl33-31-23 f01/18/131
PIMSvstem PIMCoi�oration Pol�eth�le��c PIMCor�._PiscalaWa�:V.I_ A�n'o�edPre�ioi�sh�
McConnell Svstems McL�� Consvi�ciion Pol��eili� Ic��c I Ioi�si.on. Tcras A>>ro� ed Pre� ioueh�
TRS Svstems Tre�icliless Re �I�cemeni S�sicm Pol��eili� Ic��c Cal �a���. Canada A>>ro� ed Pre� ioueh�
Sewer - Pioe/Ftiberelass Reinforced Pine 33-31-13(1/8/131
7/21/'J7 .3 31 13 CcnL C et Fibcr��lass (FRP) I Iob�s Pi �c USA_ [�ic I Iobas Pi �c (Von-Pressiirc) ASTM D32G2/D3751
0./22/IU ;331 13 Fiber IassP� e FRP) Amero�i Bonds�n�idRP�IPPi�e ASTMD'.2G2/D'.75+
0�/OJ/21 Glass-F�bec Reu�focced Pol��mec Pi e FRP Thom �son Pi �c Grou � Tl�om �son Pi �c (Flo��ti�c) AST�I D3262/D37i+
1/11/OS Polvmer Modified Concrele Pi e Amilech USA �Ic.ror Polvcrele Pi e AS7TVI C33. A27G_ F177 8" to 102"_ Class V
O6/0'J/10 EI-) Rei��foeced Pol��mee Concrete Pi c L:S C m�osi�c Pi �e Reinforced Pol��mer C ncre�e Pi �c ASTM C-7G
Sewer - Pioes/I-IDPE 33-31-23(1/8/131
' Hi L-0ensitv olveWvlene �i �e Pl�illi �s Drisco i�c Inc. O nicore Di�ciile Pohe�h� Ic��c Pi �e AST�I D t2+X R"
Hi h-densilv ol��ellrvlene � e Plcxco Inc ASTNt D 121N ft"
Hi h-densitv olveWvlene � e Polh� Pi ie. inc. ASTM D 124N 8"
Hi h-deneiiv �ol��eilirlene �i e �SR I I��dro � ndi�iUPi �cline S��sicros Mc� nncll Pi �e Enlar��ement AS7TVI D 121K
Sewer - Pioes/PVC (Pressure Sewer133-11-12 (4/1/131
12/02/II 33-II-12 DR-IIPVCPressw'cPipc Pipclifciclslrc�m PVCPressw'cPipc AWWACJOU �"Il�nil2"
10/22/Il 33-I I-L2 DR-11 PVC Pressw'c Pipc Ro���l Buildi�ig Prodiicls Ro�al Sc�l PV� Pressiirc Pipc AWWA CJ00 �" Il�ni 12"
* From Original5tandard Products Lis[
F�RT W�RTH ,
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03/29/2022
Note: All watcr m- sewcr pipc largcr than 7 5 inch diametcr shall be a roved for use b the Water De artmenton a ro'ects ecific basis. S ecial beddin ma be re uired for some i es.
�i � i' � �i ��• � � �'
Sewer - Pioes/PVC* 33-31-20 (7/1/131
33-3I-2o PVC Smccr Pf c 1-M Mam�Yaclnnn� Co., Ina pM E:� le) SDR-26 AS7TvI D 3034 4" - IS"
12/23/Y7* 33-31-20 PVCSc�ccrPie DiamondPlaslicsCo oraHon SDR-26 AST�'1D3�3; 3"thmlS"
33-31-20 PVC Se�cer Pi e Lamson Vvlon Pi e AS7TvI F 7tl9 3" thm IS"
01/18/18 33-31-20 PVC Se�cer Pi e Vinvllech PVC Pi e Gra�'iN Se�cer ASTM D3033 3" thm IS"
11/11/Y8 33-31-20 PVC Se�cer Pi e Diamond Plnslics Co oraHon "S" GraciN Se«'er Pi e AS7TN F 679 Itl" l0 27"
33-31-20 PVC Se�cer Pi e I-M Mann(acmnn Co, Ina pM Ea�le) SDR 26/3i PS 115/46 ASTM F 679 18" - 28"
09/11/12 33-31-20 PVCSe�cerPi e Pi eli(eletSheam SDR-26andSDR-35 ASTMF-67Y 18"
Oi/06/Oi 33-31-20 PVC Solid Wall Pipe Diamond Plaslics CoryoraHon SDR 26/3i PS 115/36 ASTM F-679 Itl" lo �8"
03/27/06 33-31-20 PVC Se�cer Fillines Harco SDR-26 and SDR-35 GasAet Fittin s AS7TN D-303A, D-178d, etc 4" - IS"
' 33-31-20 PVCSe�cerFillings PlasticT�ends,Inc(WestlaAe) GaskGeAPVCSeo�erMainFilHn s ASTMD3034
3/IY/201N 333120 PVCSe�cerPi e Pi elifeletSheam SDR35 ASTMF679 18"-23"
3/IY/201N 333120 PVCSe�cerPi e Pi elifeletSheam SDR26 ASTMD3033 �"-IS"
3/2Y/201Y 33 31 20 GasAeted Fillings (PVC) GPK Pmdncls. Inc. SDR 26 ASTM D3033/F-679 �"- IS"
10/21/2020 33 31 20 PVC Se�cer Pi e NAPCO(Wesllake) SDR 26 ASTM D3033 3" - IS"
10/22/2020 33 31 20 PVC Se�cer Pi e Sendcrson Pi c Co . SDR 26 ASTM D31133 �"- IS"
10/21/2020 333I20 PVCSc�ccrPi c VAPCO(Wesilakc) SDR26/3iPS115/36 ASTMI�-(79 18"-36"
Sewer - PioesBehab/CIPP 33-31-12 (Ol/18/131
ctirod;n i°iA�o �� � i�s�mro� �ro.-a�ti. m� ns'r�a r izic,
Oi/(73/Y9 Clucd in PIAcc Pi c �aLionAl I�:n�irotcch Grou NaHonal Liner. (SPL) Item N27 AS'�M I'-121C/D-�R13
Oi/29/96 ClrzedinPlecePi c Revnaldslnc/Inliner'I'echnol��'(InlincrUSA) InlinerTeehnolow AS'fVII� I2IC
Sewer - Pioes/Rehab/Fold & Form
Fold and Fo�m Pi e Cnllum Pi e SvsLcros, Ine.
11/03/Y8 Fold and Fo�m Pi e Insih�'onn Technolo�ies, Inc InsimYonn "Nid'I e' ASTM F-1iO4
Fold and Fo�m Pi e Amencan Pi e& PlasHes, Ina Demo. Pu ose Onlv
12/(71/(70 FoldandFo[mPie UltrAlincr UltrAlincrPVCAIIocPiclincr AS'�MI'-ISf71.IR71.IR(7
(IC/(19/03 Fold'andFo[mPic VIiIIcrPi�clincCor_ I�:XMCLhod ASTMI'-I�O1.I�-1917 U tolR"diamctcr
Sewer - Pioes/Ooen ProSle Laree Diameter
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09/26/91 1;100-2 PVCSc�ccrPi c,Ribbed I�.�-Ln�sion'I'cchnolo�ics.lnc_ Ultre-RibO cnProfilc5c���rPi c AS'�M1�679 I%"tol%"
E100-2 PVC Se�cer Pi e, RibbeA U onor ETI Com a�
11/10/10 (E100-2) Polv m vlene (PP) Se�cer Pi e, Donble Wall Ad�anced Draina�e Svslems (ADS) SaniTite HP Donble Wall (Comi ated) ASTM F 2736 24"-30"
11/10/10 (E100-2) Polv m vlene (PP) Se�cer Pi e, Tn le Wall Ad�anced Draina�e Svslems (ADS) SaniTite FII' Tn le Wall Pi e ASTM F 2764 30" l0 60"
Oi/16/11 Sleel Reinforced PolvGhvlene Pi e ConTech Consm�eHon Pmdncls Dnnna�� ASTM F 2i62 24" l0 72"
R'ater - Aopurtenances 33-12-10 (07/Ol/131
01/1S/1S 33-12-10 Donble Slrn Saddle Romne 202NS Nclon Con1eA AWWA C80� 1"-2" SVC. n to 2A" Pi e
O8/28/02 Donble Slrn Saddle Smith Blair #3ll Nvlon Coated Double Slra Saddle
07/23/12 33-12-10 Donble Slra Sen-ice Saddle Mneller Com am DR25 Donble (SS) Slra DI Saddle AW WA C800 1"-2" SVC, n to 24" Pi e
10/27/87 Cl�fi Sto s-Ball MGer Vah-es McDonnld 6100M,6100MT & 610MT 3/4" and 1"
10/27/N7 Cl�fi Sto s-Ball Meler Vah-es McDonnld 3603B, �603B, 6100M.6100TM and 6101M 1%" and 2"
FB600-7N4 FBI6D0-7-N4 FV23-777-W-NL.
5/25/2018 33-12-10 Cn�b Sro s-Ball Meler Val��es Ford Meler Bo_c C_ Inc. L22-77NL AW WA C800 2"
FB600-6-NL FBI600-6-NL FV23-666-W-
5/25/2018 33-12-10 Cnrb Sro s-Ball Meler Val��es Ford Meler Bot Co_ Inc. NL L22-66NL AW WA C800 1-1/2"
FB600-3-NL. FB1600-3-NL. Bl l-�3�-WR-
5/25/2018 33-12-10 Cl�fi Sto s-Bnll Meler Vah�es Ford Meler Bos Co.. Ine. NL. B224A4-WR-NL, L2SA4NL AW WA CS00 1"
B-25000N. B-2A277N3. B-2�2�ON-3. H- AW WA CS00. ANSF 61.
5/25/2018 33-12-10 Cl�fi Sto s-Bnll Meler Vah�es Mneller Co., Ltd. ISOOON. , H-ISi2N. HIA2D6N ANSIMSF 372 2"
B-250DON, B-2D2DON-3. B-21277N-3 H- AWN�A C80D. ANSF 61.
5/25/2018 33-12-10 Cnrb Sro s-Ball Mele� Val��es Miiellee Co_ L[d. 150DON. H-1127GN. H-15525N ANSIMSF 372 1-1/2"
B-2i000N. B-20200N3.H-ISOOON. H- AWWAC800.ANSF61.
5/25/201K 33-12-10 Cl�fi Sto s-Ball Meler Vah�es Mneller Co., Ltd. 1i530N ANSIMSF 372 1"
01/26/00 Coeted Ta m Saddle �cith Donble SS Slrn s JCM Indnsmes, Ine. #;06 Donble Bnnd SS Saddle I"-T' Tn s u l0 12"
0/i/21/]2 33-IL2� 'fe in�5lcc�c(CoaLcdS'tccl) ]CVIlndusLnes.Inc. 112Ta mrSlcc�'cI�:SS AWWAC-223 � Lo317"�c/12"Out
03/29/22 33-12-25 Ta �n� Slee�'e (Coated or Slainless Steeq 1CM Indnshies, Ine. 31i Ta m Slee�-e AW WA C-223 Cone�ele Pi e Onlv
Oi/lo/11 'fn m� Sleece (Stninless Sleep Po�ce�eal 34YOAS (Flan �e) & 3A90M1 4"-S" nnd I6"
02/29/12 33-12-25 'I'n �n� Slee��e (Coated Sleel) Romnc FTS 420 AW WA C-223 U to 32" �c/23" Oul
02/29/12 33-12-25 'fn �n� Sleece (Stninless Sleel) Romnc SST Slainless Steel AW WA C-223 U to 2�" �c/12" Oul
02/29/12 33-12-25 Tn �n� Sleece (Stninless Sleep Romac SST III Stninless Sleel AW WA C-223 U to 30" �c/12" Oul
Oi/10/11 lointRe airClnm Po�ce�eal 3232BelUointRe airClam A"lo3o"
Plastic Metec Bo� �dCom osite Lid DFW Plastics Ina DFW37612-lEPAF FTW
PlasHe Meter Bo� �dCom osite Lid DFW PlasHes Ine. DFW39612-lEPAF FTW
O8/3o/06 PlasHeMeterBo��dComositeLid DFWPIasHeslne. DFW6iC-14-lEPAFFTW Clnss"A"
Conc�eAe MeAer Bos Bnss & Hnvs CMB37-B12 I11 N LID-9
Conc2�eMe�erBos 13Ass&HAv`s CVII3-IR-Duallll(I.ID-9
Conc2�e Me�erBos 13ass Nr. Ha�`s CMI3C�-13(� 1�27I.ID-9
Water- Bolts, Nuts, and Gaskets 33-11-OS (Ol/O8/131
* From Original5tandard Products Lis[
Water- Pines/PVC fPressure Water133-31-70 (Ol/08/131
nwwn c�oa nwwn ceos_
01/IN/IN 33-I1-12 PVCPressnreP� e Vim�licchPVCPi�c DRI� ASTMDI7N+ +" 12"
3/19/2018 33I112 PVCPressnreP� e Pi cliklclSlrcam DR14 AWWAC'J00 1"-12"
3/19/2018 331112 PVCPressnreP� e Pi etife]etSheam DR18 AWWAC900 I6"-21"
5/25/2018 33 I1 12 PVC Pressnce P� e Diamond Plaslics Co oca[�on DR 11 AW WA C900 1"-12"
5/25/2018 33 I1 12 PVC Pressnce P� e Diamond Plaslics Co oca[�on DR 18 AW WA C900 I6"-21"
AW WA C900-16
12/6/2018 33 I1 12 PVC Pressnre P�pe ]-M Mam�fac0.¢ing Co._ Inc d/b/a IM 8agle DR 11 �' 1z�s 1"-28"
ANSIMSF 61
FM 1612
AW WA C900-16
12/6/201tl 33 I1 12 PVC P�essn�e Pipe 1-M Mam�Yaclncine Co..Inc d/b/a 1M Eagle DR IK � 128� 16"-23"
ANSI/NSF 61
FNI 1612
Y/6/2o19 33 I1 12 PVC Pressure Pipe Undcromnnd SolnHons Inc. DR14 Fusible PVC AW WA C90o ;" - S"
Y/6/2019 331112 PVCPressurePipe NAPCO(Wesllake) DRItl AWWAC900 16"-2�"
9/G/2019 331112 PVCPressurcPipc NAPCA(Westlake) DRI+ AWWAC900 1"-12"
Y/C/2019 331112 PVCPressurcPipc SendcrsonPipcCorp. DRII AWWAC900 ;"-12"
Water - PinesNalves & Fitfinas/Ductile Iron Fittines 33-11-11 (Ol/08/131
U7/2l/'J2 EI-07 Di�ciilc[ronFiuings StacPipcProduci.s.Inc. �Icclia�iicalloi�ilFiuings AWWA('153&CI10
' EI-07 Di�ciilc[ronFiuin�s GriffinPi�eProducls_�_ Mccl�anical7ointFiuin�s AWWACIIO
EI-07 Ducule Iron Fitun �s MCWane/Tvlee Pi e/ li�io� lililities Dicision Mechanical Joinl Filii��gs. SSB Class 350 p�yµ�p C 153. C 114 C 111
08/11/98 EI-07 Dnclile Iron FitUn s Si ma_ Co- Mecha�ical Joi�t F�ttings. SSB Class 351 p�yµ�p C 153. C 114 C 112
02/2G/11 EI-07 MJ Fillin s Accticasl Class 350 G153 MJ Fillings p�yµ�p CI53 3"-12"
OS/11/98 EI-07 Dnclile Iron loiut Reshaints Focd Metec Box Co /Uni-Flan e Uni-Flange Se�ies IlDO p�yµ�p CI11/C153 1" to 3G"
OS/11/98 EI-21 PVC ]oin[ Res[cai�[s Focd Me[ec Box Co./Uni-Flan e Uni-Flange Se�ies ISDO Ciccle-Lock p�yµ�p CI11/C153 1" to 21"
11/09/Ol EI-07 DnclileIron]oi�tReshai�ts OneBolf,Inc- OneBoltResl�ainedJointFiUing AWWACIIUCIIG/C153 1"to12"
02/29/12 33-I1-I1 Dnc�le Iron Pi e MecLanical Joint Restraint BBAA Iro�t Inc. Megaing Seeies 110D (foe DI Pipe) AW WA Cl l UCI1G/C153 3" to 42"
02/29/12 33-I1-I1 PVC Pi e MecLanical Joint Restraint BBAA Iro�t Inc. Megaing Seeies 2DOD (foe PVC Pipe) AW WA Cl l UCI1G/C153 3" to 24"
08/OS/04 EI-07 Mecha��cal ]oi�[ Re[ainer Gla�ds PVC Si ma_ Co. Sigma One-Lok SLGI - SLCIO p�yµ�p CI11/C153 1" to 1D"
03/OG/19 33-I1-I1 Mecha��cal ]oi�[ Re[ainer Gla�ds PVC Si ma_ Co. Sigma One-LOA SLCSI - SLCS12 p�yµ�p CI11/C153 1" to 12"
08/OS/04 EI-07 Mecha��cal ]oi�t Retainer Gla�ds PVC Si ma_ Co. Sigma One-Lok SLCH p�yµ�p CI11/C153 12" to 21"
08/1D/98 EI-07 MJ Fit[in s DIP Si ma_ Co- Sigma One-LOA SLDE p�yµ�p CI53 1" - 21"
10/12/10 E I-24 I�[eeior Res[eained loin[ Svs[en� 5& B TecL�c�al Prodiic[s 8�����og Sys[em ( Diamond Lok 21 & 1NI pS7TVI F-1621 1" to 12"
08/1G/OG EI-07 Mecha��cal]oi�tFiM�s SIPIndiishiesSeeamore Mecha�icalJo��tFitti�gs pWWpC153 1"to24"
11/07/1G 33-I1-I1 Mechanical ]oi�[ Re[ainer Gla�ds Slac Pi e Prodncls. Inc. PVC Slacgcip Secies iDOD pS7M A53G AW WA Cl l l
11/07/1G 33-I1-I1 Mechanical ]oi�[ Re[ainer Gla�ds Slae Pi e Prodncls. Inc. DIP S[a�g�ip Se�ies 30D0 pS7M A53G AW WA Cl l l
03/19/18 33-I1-I1 Mecha��cal ]oi�t Retainer Gla�ds SIP I�dashies Seeam ore EZ G�ip ]o�nt Reshaint (EZD) BIacA Foe DIP pS7M A53G AW WA Cl l l 3"-18"
03/19/1S 33-I1-I1 Mechanical loint Retainer Glands SIP Indnshies(Serampore) � Gcip Joint Resuaint (PZD) Red foc C900 ASTM Ai36 AW WA Cl l l �"-12"
DRII PVC Pipe
03/19/18 33-I1-I1 Mechanical loint Retainer Glands SIP Indnshies(Serampore) � Gcip Joint Restraint (PZD) Red foc C900 ASTM Ai36 AW WA Cl l l 16"-23"
DRIS PVC Pipe
* From Original5tandard Products Lis[
CITY OF FORT WORTH
F�RT W�RTH., WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03/29/2022
* From Original5tandard Products Lis[
CITY OF FORT WORTH
F�RT W�RTH., WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03/29/2022