HomeMy WebLinkAboutContract 60779FoRTWORTH,
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
Water & Sanitary Sewer Replacements
Contract 2020 WSM-K
City Project No.103421
Mattie Parker David Cooke
Mayor City Manager
Lauren Prieur
Director, Transportation and Public Works Department
Christopher P. Harder, PE
Director, Water Department
Prepared for
The City of Fort Worth
Water Department
2023
James DeOtte Engineering, Inc.
1t SAP••' .9 ",* �
*• A
...
.......................
BRIAN S. DARBY
........................
i w•_ 82623
OFFICIAL RECORD
CITY SECRETARY
FT. NORTH, TX
Date: 10/13/2023
FORT WORTH
City of Fort Worth
Standard Construction Specification
Documents
Adopted September 2011
FORTWORTH,
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
Water & Sanitary Sewer Replacements
Contract 2020 WSM-K
City Project No. 103421
Mattie Parker David Cooke
Mayor City Manager
Lauren Prieur
Director, Transportation and Public Works Department
Christopher P. Harder, PE
Director, Water Department
Prepared for
The City of Fort Worth
Water Department
2023
James DeOtte Engineering, Inc.
A
'�A�E'' �F••TE•xq�
.............................
BRIADARBY
.............................
82623
Date: 10/13/2023
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 5
SECTION 00 00 00
TABLE OF CONTENTS
Division 00 - General Conditions
00.05 10
Mayor and Council Communication
0005 15
Addenda
00 11 13
Invitation to Bidders
0021 13
Instructions to Bidders
0035 13
Conflict of Interest Statement
00 41 00
Bid Form
00 42 43
Proposal Form Unit Price
0043 13
Bid Bond
00 43 37
Vendor Compliance to State Law Nonresident Bidder
0045 11
Bidders Prequalifications
0045 12
Prequalification Statement
0045 13
Prequalification Application
00 45 26
Contractor Compliance with Workers' Compensation Law
00 45 40
Business Equity Goal
00 52 43
Agreement
0061 13
Performance Bond
0061 14
Payment Bond
0061 19
Maintenance Bond
00 61 25
Certificate of Insurance
00 72 00
General Conditions
00 73 00
Supplementary Conditions
Division 01 - General Requirements
1 01 11 00
Summary of Work
01 2500
Substitution Procedures
01 31 19
Preconstruction Meeting
0131 20
Project Meetings
01 32 16
Construction Schedule
01 3233
Preconstruction Video
01 3300
Submittals
01 35 13
Special Project Procedures
01 4523
Testing and Inspection Services
01 5000
Temporary Facilities and Controls
01 5526
Street Use Permit and Modifications to Traffic Control
01 57 13
Storm Water Pollution Prevention Plan
01 58 13
Temporary Project Signage
01 6000
Product Requirements
01 66 00
Product Storage and Handling Requirements
01 70 00
Mobilization and Remobilization
01 71 23
Construction Staking and Survey
01 7423
Cleaning
0177 19
Closeout Requirements
01 78 23
Operation and Maintenance Data
01 78 39
Project Record Documents
Last Revised
07/01/2011
07/01/2011
07/ 19/2021
11/02/2021
02/24/2020
09/30/2021
01/20/2012
09/11/2017
06/27/2011
08/13/2011
09/30/2021
08/13/2021
07/01/2011
10/27/2021
11/23/2021
07/01/2011
07/01/2011
07/01/2011
07/01/2011
08/23/2621
03/09/2020
Last Revised
12/20/2012
07/01/2011
08/17/2012
07/01/2011
08/13/2021
07/01/2011
12/20/2012
03/11/2022
03/09/2020
07/01/2011
03/22/2021
07/01/2011
07/01/2011
03/09/2020
07/01/2011
11/22/2016
02/ 14/2018
07/01/2011
03/22/2021
12/20/2012
07/01/2011
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised December 9, 2022
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 5
Technical Specifications which have been modified by the Engineer specifically for this
Project; hard copies are included in the Project's Contract Documents
Division 99 — Additional Specifications
99 99 00 Construction Allowance
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City's website at:
http://fortworthtexas.gov/tDw/contractors/
or
httDs://anus.fortworthtexas.gov/ProiectResources/
Division 02 - Existing Conditions Last Revised
0241 13 Selective Site Demolition 03/11/2022
0241 14 Utility Removal/Abandonment 12/20/2012
0241 15 Paving Removal 02/02/2016
Division 03 - Concrete
03 30 00 Cast -In -Place Concrete 03/11/2022
0334 13 Controlled Low Strength Material (CLSM) 12/20/2012
0334 16 Concrete Base Material for Trench Repair 12/20/2012
03 80 00 Modifications to Existing Concrete Structures 12/20/2012
Division 26 - Electrical
26 05 00 Ee `motor Wefk n eso4s for- Elee4.ie t Q34 Wo
26-05-10 DBni011tler. C?r 134eetfieal Systems�z
260533 Raeeways and Boxes for Eleetfiea4 Systems1oi
260543 n� inmr 0 i-1r
26 05 50 Gomrn%m'.W.igns Mule; Duet r r&i mi d
Division 31- Earthwork
31 00 00 Site Clearing 03/22/2021
01 ro��3
312323 BOFFOW N4840W
3424-00 0 r�13
31 25 00 Erosion and Sediment Control 04/29/2021
Division 32 - Exterior Improvements
3201 17
Permanent Asphalt Paving Repair
12/20/2012
3201 18
Temporary Asphalt Paving Repair
12/20/2012
32 01 29
Concrete PavinIz Repair
12/20/2012
32 1123
Flexible Base Courses
12/20/2012
32 1129
Lime Treated Base Courses
12/20/2012
32 11 33
Cement Treated Base Courses
06/10/2022
32 11 37
Liquid Treated Soil Stabilizer
08/21/2015
32 1216
Asphalt Paving
12/20/2012
32 1273
Asphalt Paving Crack Sealants
12/20/2012
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised December 9, 2022
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 5
32 13 13
Concrete Paving
06/10/2022
32 1320
Concrete Sidewalks, Driveways and Barrier Free Ramps
12/09/2022
32 13 73
Concrete Paving Joint Sealants
12/20/2012
92 14 1£
B:ii'A UJ:it iLaviffg
12/20,L2012
332 �1613
Concrete Curb and Gutters and Valley Gutters
12/09/2022
n�
J2-Y7 23
32-i 725
Pa s
Ew-b Ad Pc. -Aixg
06�,o .�.
11104A2013.
3231 13
37�
Chain Fences and Gates
Gatos
12/20/2012
17Nlrsrzv/rzv_2
32 31 29
Wir-e Fences a -ad
Wood Fences and Gates
Ulaeo !''..nef:ete
12/20/2012
32 32;
3291 19
Cast i Retai ing Wall
Topsoil Placement and Finishing of Roadway Right-of-ways
96/$5,9019
03/11/2022
32 92 13
Sodding
05/13/2021
32 92 14
Non -Native Seeding
05/13/2021
32 93 43
Trees and Shrubs
12/20/2012
Division 33
- Utilities
33 0130
Sewer and Manhole Testing
09/07/2018
33 01 31
Closed Circuit Television (CCTV) Inspection — Sanitary Sewer
03/11/2022
33 01 32
Closed Circuit Television (CCTV) Inspection — Storm Drain
03/11/2022
3303 10
33 04-10
Bypass Pumping of Existing Sewer Systems
12/20/2012
Q/20/2
33 04 11
-
Ge ff,...ie f 7 '1
cvavaxvs"(ll2ty � Test
1'1/rzr20/2012
11 /�12
44 04-12
33 04 30
Temporary Water Services
07/01/2011
33 04 40
Cleaning and Acceptance Testing of Water Mains
02/06/2013
33 04 50
Cleaning of Pipes
03/11/2022
3305 10
Utility Trench Excavation, Embedment, and Backfill
04/02/2021
3305 12
Water Line Lowering
12/20/2012
3305 13
Frame, Cover and Grade Rings
09/09/2022
I�
3305 14
Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to I
03/11/2022
I
Grade
33 05 17
Concrete Collars
03/11/2022
330520
Aug= B o"". g
11 /7 z
33 95 2-1
330522
Z
cl !_ =_V Plate
steel r sing D:pe
1'�,/24-1/20 1-2
12/2040,2
1
/,rzsQA201
3
330524
33 05 26
kgst.11a4io,, of CaffierPipe i Casing e - Tufinel Liner- _,- Plawe
Utility Markers/Locators
2 i
12m� n�2i
12/20/2012
33 05 30
Location of Existing Utilities
12/20/2012
33 1105
Bolts, Nuts, and Gaskets
12/20/2012
33 11 10
Ductile Iron Pipe
12/09/2022
33 11 11
Ductile Iron Fittings
09/20/2017
33 11 12
Polyvinyl Chloride (PVC) Pressure Pipe
09/09/2022
33 11 1i-113
Conefete P e.-#,IAvg Pipe, Bar- W...,pped, Steel C ylinde f r -We I
1 2 /� n/zvr O 2
12/�1,
32Aa4pgsI
33 12 10
Water Services 1-inch to 2-inch
r
02/14/2017
1140/2012
33 12 11
33 1220
, e Wate f MeteFs I
Resilient Seated Gate Valve
05/06/2015
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised December 9, 2022
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
33 1225
Connection to Existing Water Mains
l.,e
02/06/2013
17i�12
,33 1230
33 1240
Combination Air- V Assemblies for- Potable Wa4ef Syste
Fire Hydrants
01/03/2014
33 1250
32�
Wacr EQM 13-Stations
Sta load Blow eCF'( aloe Assembly
Q"1Z40/2W2
06/1
31�31 1133
33 31 15
Fibe«..lass Reinf ,-eed Pipe for- G-ay tom. Sancta fy Ce.�reYn
High Density Polyethylene (HDPE) Pipe for Sanitary Sewer
17/7,zzr n/z A2012
04/23/2019
33 31 20
Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe (
09/09/2022
33 3121
n„ly ; .,1 Chloride (PVC) Closed Werle r_fayi,z, Ear—&P,'-SeweP
12/2
J:� ' J'S�'Y'
Pipe
S'aiiitafy So zy V ip Tiring
r21Q0Q0i2
33 31 23
Sanitary Sewer Pipe Enlargement
12/20/2012
33 3150
Sanitary Sewer Service Connections and Service Line
04/26/2013
12,T n
33 31:78
3339 10
I
Cast -in -Place Concrete Manholes
2
12/20/2012
33 39 20
3
Precast Concrete Manholes
12/20/2012
1 7 A7.r�, 0A20iz
33-39-40
33 39 60
Wastewater- n rees,, Chambe„ (WAG) G)
Liners for Sanitary Sewer Structures
neinf et,,..„.,
11 "rtQ0Q-i -
04/29/2021
i�T
3341 10
ZZ�
reed C „e..ete
Sewer- Pipe/! 'hefts
Reinf feed Polyethylene (SRPE) Pipe
I
071O1
11 /ti-xTi'X 2
z
06404022
3 333-4•1--13
33 -46-00
32 4601
133 4602
Slb�e I
Slotted Starm Dfains
-T+arlJh D:%r1G
1 1 �'l 42012
07AIA2011
nryin� l iozr W
33--49 20
33-49-40
Stem 'DPTI/M- 9@ 14ea l..,,,lls a -ad Wingw,,lls
93 V202a
n7iQIA201n14
Division 34 - Transportation
34 41-10 T+ f e r;gnc-1s nzil�z
3n11�r AttaelmentA Geff ellefGabine 124s
34 n1-t,1 lrmvz -2
3 n n1 10.03 Attaebment G Seftwafe Speeifleetion AW9i2
3Teffipefar-yii/9X20i3.
34 nRemoving 03A 1�2022-
34 A 1 20 01 A fte.-ia T ED D e.,d..,,,.. T �. 064 5QO C
�-r-rxz-ovr .J.1!!:j.Gl: @S vvrr✓rtoz�
34 n�-r-riz 'Cdv, 06A§Q0115
2A� Single Made Fiber opt:e Cable 02/'1va26r2016
3471 13 Traffic Control 03/22/2021
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised December 9, 2022
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 5
Appendix
GC-4.01
Availability of Lands
GC-4.02
Subsurface and Physical Conditions
GC-6.06.1)
Minority and Women Owned Business Enterprise Compliance
GC-6.07
Wage Rates
GR-01 60 00
Product Requirements
PSL
Proposed Stripping Layout
END OF SECTION
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised December 9, 2022
12/22/23, 2:15 PM M&C - Council Agenda
City of Fort Worth, Texas
Mayor and Council Communication
DATE: Tuesday, December 12, 2023
LOG NAME: 60WSSC20WSMK-JACKSON
REFERENCE NO.: **M&C 23-1081
SUBJECT:
(CD 3) Authorize Execution of a Contract with Jackson Construction, Ltd., in the Amount of $10,271,162.00,
for the Water & Sanitary Sewer Replacement Contract 2020, WSM-K Project and Adopt Appropriation
Ordinances to Effect a Portion of Water's Contribution to the Fiscal Years 2024-2028 Capital Improvement
Program and to Amend the Transportation and Public Works Fiscal Years 2024-2028 Capital Improvement
Program
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize execution of a contract with Jackson Construction, Ltd., in the amount of $10,271,162.00,
for the Water & Sanitary Sewer Replacement Contract 2020, WSM-K project;
2. Adopt the attached Appropriation Ordinance increasing appropriations in the Water and Sewer Capital
Projects Fund in the amount of $10,154,356.00, transferred from available funds within the Water and
Sewer Fund, for the purpose of funding the Water Sanitary Sewer Replacement Contract 2020,
WSM-K project (City Project No. 103421) to effect a portion of Water's contribution to the Fiscal Years
2024-2028 Capital Improvement Program;
3. Adopt the attached Appropriation Ordinance adjusting estimated receipts and appropriations in the
General Capital Projects Fund by increasing receipts and appropriations in the Water Sanitary Sewer
Replacement Contract 2020, WSM-K project (City Project No. 103421) in the amount of
$1,124,061.00, and decreasing receipts and appropriations in the Contract Street Maintenance
programmable project (City Project No. P00020) by the same amount; and
4. Amend the Transportation and Public Works Fiscal Years 2024-2028 Capital Improvement Program.
DISCUSSION:
This Mayor and Council Communication (M&C) is to authorize a construction contract for the replacement of
deteriorated water and sanitary sewer mains on the following streets:
Street
From
To
I Scope of l
Work
Carolyn Road
I Brady Avenue
IlSouth Hills Avenue IlWater/Sewer
Anita Avenue
11Suffolk Drive
IlCorto Avenue
IlWater I
Manderly
(Trail Lake Drive
Winslow Drive
(Water
Place
Trail Lake
Drive
Manderly Place
South Hills Avenue (Water/Sewer
Suffolk Drive
IlTrail Lake Drive
IlWinslow Drive
(Water
Dryden Road
IlTrail Lake Drive
1I13righton Road
IlWater
Brighton Road
IlDryden Road
IlBellaire Circle
IlWater I
Norfolk Road
llBrighton Road
IlCarolyn Road
Ilwater/Sewer(
South Hills
Avenue
I Bellaire Circle
Carolyn Road
I Water/Sewer
Alton Road
IlSouth Hills Avenue
1IW. Biddison Street IlWater/Sewer
apps.cfwnet.org/ecouncii/printmc.asp?id=31706&print=true&DocType=Print 1 /4
12/22/23, 2:15 PM
M&C - Council Agenda
Street
I From
I To
Scope of
Work
Easement
between W.
Biddison Street Alton Road
Bellaire Circle
Sewer
and Shelby
Drive
Easement
between
Shelby Drive
Alton Road
West 1,000 feet
Sewer
and S. Hills
Drive
Easement
between
Brighton Road
Bellaire Circle
Southeast 900 feet
Sewer
and Somerset
Lane
Easement
between
West 100 feet then
Winslow Drive
Trail Lake Drive
northwest 200 feet
Sewer
and Suffolk
then west 200 feet
Drive
Easement
West 170 feet then
between
northwest 230 feet
Suffolk Drive
Trail Lake Drive
then northwest 300
Sewer
and Manderly
feet
Place
Easement
400 feet west and
Northwesterly 200
between
180 feet south of
feet then
Suffolk Drive
the Trail Lake Drive
northeasterly 50 Sewer
and Manderly
/ Suffolk Drive
fleet
Place
intersection
Easement
between
Northeast 120 feet
Winslow Drive
Manderly Place
then southeast 140 Sewer
and Manderly
'Feet
Place
Approximately 12,461 linear feet of cast iron pipe will be replaced in this project. Additionally, asphalt
pavement rehabilitation will be conducted on all streets subsequent to the water and sanitary sewer main
replacement. The Water Department's share of this contract is $9,147,101.00 and the Transportation &
Public Works Department's cost participation in the contract is $1,124,061.00.
The project was advertised for bids on August 7, 2023, and August 14, 2023, in the Fort Worth Star -
Telegram. On September 14, 2023, the following bids were received:
Bidder
Jackson Construction, Ltd.
JGra-Tex Utilities, Inc.
Woody Contractors, Inc.
II Amount Time of
Completion
II$10,271,162.00 60 s Calendar
Y
11$10,454,412.001
$11,316,628.601I
apps.cfwnet.org/ecouncil/printmc.asp?id=31706&print=true&DocType=Print 2/4
12/22/23, 2:15 PM
M&C - Council Agenda
William J. Schultz, Inc. dba Circle C
Construction Company $12,512,806.00
Western Municipal Construction 11$26,484,985.5411
In addition to the contract amount, $641,371.00 (Water: $376,157.50; Sewer: $265,213.50) is required for
project management, material testing and inspection, and $365,884.00 (Water: $213,638.00; Sewer:
$152,246.00) is provided for project contingencies.
The sanitary sewer component of this project is part of the Water Department's Sanitary Sewer Overflow
Initiative Program.
This project will have no impact on the Water or Transportation & Public Works Department's operating
budget when completed.
The action in this M&C will amend TPW's contribution to the Fiscal Years 2024-2028 Capital Improvement
Program as approved in connection with Ordinance 25073-09-2021, Section 6. Capital Improvements,
page 23, as follows:
Capital project
Fund Name
Name
30100- P00020-
General Contract
Capital Street
Projects Maintenance
Fund
FY2024 Authority Budget Revised
CIP Appropriations Adjustment FY2024 Budget
$28,376,412.00 This M&C $(1,124,061.00) $27,252,351.00
It is the practice of the Water Department to appropriate its CIP plan throughout the Fiscal Year, instead of
within the annual budget ordinance, as projects commence, additional funding needs are identified, and to
comply with bond covenants. The actions in the M&C will appropriate funds in support of the Water's portion
of the City of Fort Worth's Fiscal Years 2024-2028 Capital Improvement Program, as follows:
60WSSC20WSM K-JACKSON
Capital Revised
FY2024 CIP Budget Change
Fund Project Name Appropriations Authority (Increase/Decrease) FY2024
Name Budget
W&S 103421 -
Capital W&S REPL
Projects — Contract 2020 WSM- $0.00 This M&C $10,154,356.00 $10,154,356.00
Fund K
56002
Funding is budgeted in the Contract Street Maintenance Programmable project within the General Capital
Projects Fund and in the Transfer to Water/Sewer account of the Water and Sewer operating budget for the
purpose of funding the W&S REPL Contract 2020 WSM-K project within the Water & Sewer Capital Projects
Fund.
Appropriations for the W&S REPL Contract 2020 WSM-K project are as depicted below:
Fund Existing Additional project Total*
Appropriations I Appropriations
W&S Capital
Projects Fund $916,050.00 $10,154,356.00 $11,070,406.00
56002
apps.cfwnet.org/ecouncif/printmc.asp?id=31706&print=true&DocType=Print 3/4
12/22/23, 2:15 PM M&C - Council Agenda
General
Capital
Projects Fund $0.00 $1,124,061.00 $1,124,061.00
30100
Project Total $916,050.0011 $11,278,417.0011$12,194,467.00
*Numbers rounded for presentation purposes.
Business Equity: Jackson Construction, Ltd. is in compliance with the City's Business Equity Ordinance by
committing to eight percent MWBE participation on this project. The City's MWBE goal on this project is
eight percent.
The project is located in COUNCIL DISTRICT 3.
FISCAL INFORMATION / CERTIFICATION:
The Director of Finance certifies that funds are currently available in the Water & Sewer Fund and the
Contract Street Maintenance programmable project within the General Capital Projects Fund, and upon
approval of the above recommendations and adoption of the attached appropriation ordinances, funds will
be available in the W&S Capital Projects Fund and the General Capital Projects Fund for the W/SS REPL
Contract 2020 WSM-K project to support the above recommendations and execution of the contract. Prior
to any expenditure being incurred, the Water and Transportation & Public Works Departments have the
responsibility of verifying the availability of funds.
FUND IDENTIFIERS (FIDs):
TO
Fund
Department
ccoun
Project
ctivity
Budget
Reference #
mount
ID
1
ID
�Progralnn
Year I
(Chartfield 2)
FROM
Fund
Department
ccoun
Project
Program ctivity
Budget
Reference #
mount
ID
1A
ID
Year
(Chartfield 2)
CERTIFICATIONS:
Submitted for Citv Manaaer's Office bv: Dana Burghdoff (8018)
Originating Department Head: Chris Harder (5020)
Additional Information Contact: Brenda Oropeza (8271)
ATTACHMENTS
1. 60WSSC20WSMK-JACKSON Compliance Memo.pdf (CFW Internal)
2. 60WSSC20WSMK-JACKSON FID Table FM (WCF 11.14.23) (002).xlsx (CFW Internal)
3. 60WSSC20WSMK-JACKSON Form 1295.pdf (CFW Internal)
4. 60WSSC20WSMK-JACKSON Map.pdf (Public)
5. 60WSSC20WSMK-JACKSON.docx (CFW Internal)
6. Jackson Construction SAM.aov.pdf (CFW Internal)
7.ORD.APP 60WSSC20WSMK-JACKSON 31001 A024(r3).docx (Public)
8.ORD.APP 60WSSC20WSMK-JACKSON 56002 A024(r2).docx (Public)
9. PBS CPN 103421.pdf (CFW Internal)
apps.cfwnet.org/ecouncil/printmc.asp?id=31706&print=true&DocType=Print 4/4
60WSSC20WSMK-JACKSON FID Table
2
56002
0600430
103421
2024
$5,930,753.00
2
56002
0700430
4956001 103421
2024
$4,723,603.00
2
56002
0700430
103421
2024
$4,223,603.00
3
30100
0200431
4910100 P00020
2024
($1,124,061.00)
3
30100
0200431
4910100 103421
2024
$1,124,061.00
3
30100
0200431
P00020
2024
($1,124,061.00)
3
30100
0200431
103421
2024
$1,124,061.00
2 56002 0600430 4956001 103421 001730 9999 ($5,930,753.00)
2 56001 0709020 5956001 $4,223,603.00
2 56002 0700430 4956001 103421 001730 9999 ($4,223,603.00)
3 30100 0200431 4910100 P00020 PGMBL 9999 $1,124,061.00
3 30100 0200431 4910100 103421 002480 9999 ($1,124,061.00)
2
56002
0600430
5110101
103421
001780
9999
$44,437.50
Water Staff Costs
2
56002
0600430
5540101
103421
001780
9999
$4,000.00
Public Outreach
L 1
56002
0600430
5740010
103421
001780
9999
$5,340,957.50
Pay to contractor
L 2
56002
0600430
5740010
103421
001780
9999
$213,638.00
Contract Contingency
2
56002
0600430
5330500
103421
001784
9999
$83,318.00
Soil Lab Consultant
2
56002
0600430
5310350
103421
001784
9999
$22,218.00
Soil Lab TPW Staff Cost
_2
56002
0600430
5310350
103421
001785
9999
$222,184.00
TPW Inspection Staff
_2
56002
0700430
4956001
103421
001780
9999
($4,223,603.00)
2
56002
0700430
5110101
103421
001780
9999
$31,667.50
Water Staff Costs
1
56002
0700430
5740010
103421
001780
9999
$3,806,143.50
Pay to contractor
2
56002
0700430
5740010
103421
001780
9999
$152,246.00
Contract Contingency
2
56002
0700430
5330500
103421
001784
9999
$59,376.00
Soil Lab Consultant
2
56002
0700430
5310350
103421
001784
9999
$15,834.00
Soil Lab TPW Staff Cost
2
56002
0700430
5310350
103421
001785
9999
$158,336.00
TPW Inspection Staff
0005 10 - 1
MAYOR AND COUNCIL COMMUNICATION (M&C)
Page 1 of 1
1 SECTION 00 0510
2 MAYOR AND COUNCIL COMMUNICATION (M&C)
3
4
5
6 [Assembler. For Contract Document execution, remove this page and replace with the approved
7 M&C for the award of the project. M&C insert shall be on blue paper.]
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24 END OF SECTION
25
26
27
28
29
30
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
CITY OF FORT WORTH, TEXAS
WATER DEPARTMENT
ADDENDUM NO. 1
To the Specifications and Contract Documents For:
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2020, WSM-K
UNIT I — WATER
UNIT II — SANITARY SEWER
City Project No. 103421
Addendum No. 1 Issued: October 4, 2023
Prebid Conference Date: September 25, 2023
Original Bid Opening Date: October 5, 2023
Revised Bid Opening Date: October 12, 2023
This Addendum forms part of the Specifications and Contract Documents for the above referenced
Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge
receipt of this addendum in the space provided below and acknowledge receipt on the outer envelope
in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to
disqualification.
The specifications and contract documents for WATER AND SANITARY SEWER REPLACEMENTS
CONTRACT 2020, WSM-K are hereby revised by Addendum No. 1 as follows:
1. The bid opening date is revised to October 12, 2023.
A-1 ADDENDUM 1
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2020, WSM-K
City Project No.103421
This Addendum No. 1, forms part of the Specifications & Contract Documents for the above referenced
project and modifies the original Project Manual & Contract Documents of the same.
Acknowledge your receipt of Addendum No.1 by completing the requested Information at the following
locations:
(1) In the space provided in Section 00 4100, Bid Form, Page 3 of 3
(2) Indicate in upper case letters on the outside of your sealed bid envelope:
"RECEIVED & ACKNOWLEDGE ADDENDUM NO. 1"
Include a signed copy of Addendum No. 1 in the sealed bid envelope at the time of bid submittal.
Failure to acknowledge receipt of Addendum No. 1 below could cause the subject bidder to be
considered "NONRESPONSIVE", resulting in disqualification.
Addendum No. 1
RECEIPT ACKNOWLEDGED:
By:
Company: Zso Construction, LTD
Christopher Harder, P.E.
Director, Water Department
By: L 4,
Tony Sholola, P.E.
Assistant Director, Water Department
A-1 ADDENDUM 1
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2020, WSM-K
City Project No. 103421
CITY OF FORT WORTH, TEXAS
WATER DEPARTMENT
ADDENDUM NO. 2
To the Specifications and Contract Documents For:
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2020, WSM-K
UNIT I — WATER
UNIT II — SANITARY SEWER
City Project No. 103421
Addendum No. 2 Issued: October 11, 2023
Prebid Conference Date: September 25, 2023
Original Bid Opening Date: October 5, 2023
Revised Bid Opening Date: October 26, 2023
This Addendum forms part of the Specifications and Contract Documents for the above referenced
Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge
receipt of this addendum in the space provided below and acknowledge receipt on the outer envelope
in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to
disqualification.
The specifications and contract documents for WATER AND SANITARY SEWER REPLACEMENTS
CONTRACT 2020, WSM-I( are hereby revised by Addendum No. 2 as follows:
1. The bid opening date is revised to October 26, 2023.
A-2 ADDENDUM 2
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2020, WSM-K
City Project No. 103421
This Addendum No. 2, forms part of the Specifications & Contract Documents for the above referenced
project and modifies the original Project Manual & Contract Documents of the same.
Acknowledge your receipt of Addendum No. 2 by completing the requested information at the following
locations:
(1) In the space provided in Section 00 4100, Bid Form, Page 3 of 3
(2) Indicate in upper case letters on the outside of your sealed bid envelope:
"RECEIVED & ACKNOWLEDGE ADDENDUM NO. 2"
Include a signed copy of Addendum No. 2 in the sealed bid envelope at the time of bid submittal.
Failure to acknowledge receipt of Addendum No. 2 below could cause the subject bidder to be
considered "NONRESPONSIVE", resulting in disqualification.
Addendum No. 2
RECEIPT ACKNOWLEDGED:
Company: �Jack9on Construction, LTD
Christopher Harder, P.E.
Director, Water Department
: BY
Tony Sholola, P.E.
Assistant Director, Water Department
A-2 ADDENDUM 2
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2020, WSM-K
City Project No. 103421
CITY OF FORT WORTU
WATER DEPARTMENT
ADDENDUM NO.3
To the Specifications and Contract Documents For:
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2020, WSM-K
UNIT l — WATER
UNIT 2 — SANITARY SEWER
UNIT 3 — PAVING
City Project No. 103421
Addendum No. 3 Issued: October 13, 2023
Prebid Conference Date: September 25, 2023
Original Bid Opening Date: October 5, 2023
Revised Bid Opening Date: October 26, 2023
This Addendum forms part of the Specifications and Contract Documents for the above referenced
Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge
receipt of this addendum in the space provided below and acknowledge receipt on the outer envelope in
your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification.
The specifications and contract documents for WATER AND SANITARY SEWER REPLACEMENTS
CONTRACT 2020, WSM-K are hereby revised by Addendum No. 3 as follows:
The Construction Plans and Project Manual are replaced in their entirety and hereby revised more
specifically as follows:
(1) Construction Plans:
a. Cover Sheet with City signatures
b. Additional CP&Y project plan sheets
i. Sanitary sewer on Sheets 62-64 (STA 13+81 to 21+76) to be replaced with
PVC SDR 26 sewer pipe, as opposed to pressure rated PVC pipe as currently
shown on the plans.
(2) Project Manual:
a. Invitation to Bidders (Section 00 11 13):
The bid opening was delayed by to now be October 26, 2023.
b. Proposal Form (Section 00 42 43):
i. Additional CP&Y pay items — Units l & 2 & 3
c. Business Equity Goal set at 8% (Section 00 45 40).
d. Recorded Easements:
i. Supplementary Conditions -Section SC-4.01.A.1 Availability of Lands —
updated acquired and outstanding easements (Section 00 73 00).
ii. Appendix GC-4.01 Availability of Lands:
1. Recorded easements copies.
Water & Sanitary Sewer Replacements, Contract 2020 WSM-K
City Project 4103421 Addendum No. 3
This Addendum No. 4, forins part of the Specifications & Contract Documents for the above referenced
project and modifies the original Project Manual & Contract Documents of the same. Acknowledge your
receipt of Addendum No. 4 by completing the requested information at the following locations:
(I) In the space provided below.
(2) In SECTION 00 41 00: BID FORM on Page 3 of 3 in Part 7 Bid Submittal.
(3) Indicate in upper case letters on the outside of the sealed bid envelope:
"RECEIVED & ACKNOWLEDGED ADDENDUM NO.4"
Include a signed copy of the Addendum in the sealed bid envelope at the time of bid submittal.
Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered
"NON -RESPONSIVE", resulting in disqualification.
ADDENDUM No. 4
RECEIPT ACKNOWLEDGED:
By:
Company: Jackson Construction, LTD
Christopher Harder, P.E.
Director, Water Department
By: /r, A
r � �
Tony Sh lola, P.E.
Assistant Director, Water Department
Water & Sanitary Sewer Replacements, Contract 2020 WSM-K
City Project #10342I Addendum No. 4
CITY OF FORT WORTH
WATER DEPARTMENT
ADDENDUM NO.4
To the Specifications and Contract Documents For:
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2020, WSM-K
UNIT 1 — WATER
UNIT 2 — SANITARY SEWER
UNIT 3 — PAVING
City Project No. 103421
Addendum No. 4 Issued: October 19, 2023
Prebid Conference Date: September 25, 2023
Original Bid Opening Date: October 5, 2023
Revised Bid Opening Date: October 26, 2023
This Addendum forms pail of the Specifications and Contract Documents for the above referenced Project
and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this
addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure
to acknowledge receipt of this addendum could subject the bidder to disqualification.
The specifications and contract documents for WATER AND SANITARY SEWER REPLACEMENTS
CONTRACT 2020, WSM-K are hereby revised by Addendum No. 4 to remove a portion of the proposed
water line replacement and paving improvements along Brighton Road between Dryden Road and Trail
Lake Drive updated as follows:
(1) Construction Plans [replacement sheets]:
a. Sheet 10 — Overall Water Keymap
b. Sheet 11 — Water Keymap Quadrant 1
c. Sheet 13 — Water Keymap Quadrant 3
d. Sheet 15 — Overall Fire Hydrant Layout
e. Sheet 30 — Water Plan Water Line 5 Sta 0+00 to 9+00
f. Sheet 31 — Water Plan Water Line 5 Sta 9+00 to 14+12.59
g. Sheet 38 — Water Line Lowering Profiles
h. Sheet 39 — Water Meter Chart
i. Sheet 71 — Paving Pulverization Overlay Limits
j. Sheet 77 — Details (Sheet 6 of 8)
(2) Project Manual: Proposal Form (Section 00 42 43) replaced in its entirety
(3) Bid Proposal Workbook - replacement Excel file with updates as described above.
Water & Sanitary Sewer Replacements, Contract 2020 WSM-I{
City Project # 103421 Addendum No. 4
This Addendum No. 4, forms part of the Specifications & Contract Documents for the above referenced
project and modifies the original Project Manual & Contract Documents of the same. Acknowledge your
receipt of Addendum No. 4 by completing the requested information at the following locations:
(I) In the space provided below.
(2) In SECTION 00 41 00: BID FORM on Page 3 of 3 in Part 7 Bid Submittal.
(3) Indicate in upper case letters on the outside of the sealed bid envelope:
"RECEIVED & ACKNOWLEDGED ADDENDUM NO. 4"
Include a signed copy of the Addendum in the sealed bid envelope at the time of bid submittal.
Failurc to acknowledge the receipt of this Addendum could cause the subject bidder to be considered
"NON -RESPONSIVE", resulting in disqualification.
ADDENDUM No. 4
RECEIPT ACKNOWLEDGED:
By:_P4
��-
Company: Jackson Construction, LTD
Christopher Harder, P.E.
Director, Water Department
By: o 1,
Tony Sh lola, P.E.
Assistant Director, Water Department
Water & Sanitary Sewer Replacements, Contract 2020 WSM-K
City Project #10342I Addendum No. 4
CITY OF FORT WORTH
WATER DEPARTMENT
ADDENDUM NO.5
To the Specifications and Contract Documents For:
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2020, WSM-K
UNIT 1— WATER
UNIT 2 — SANITARY SEWER
UNIT 3 — PAVING
City Project No. 103421
Addendum No. 5 Issued: October 20, 2023
Prebid Conference Date: September 25, 2023
Original Bid Opening Date: October 5, 2023
Revised Bid Opening Date: October 26, 2023
This Addendum forms part of the Specifications and Contract Documents for the above referenced Project
and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this
addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure
to acknowledge receipt of this addendum could subject the bidder to disqualification.
The specifications and contract documents for WATER AND SANITARY SEWER REPLACEMENTS
CONTRACT 2020, WSM-K are hereby revised by Addendum No. 5 to replace water line quantities that
were provided in the previous addendum as follows:
(1) Project Manual: Proposal Form (Section 00 42 43) replaced in its entirety
(2) Bid Proposal Workbook - replacement Excel file with updates as described above.
This Addendum No. 5, forms part of the Specifications & Contract Documents for the above referenced
project and modifies the original Project Manual & Contract Documents of the same. Acknowledge your
receipt of Addendum No. 5 by completing the requested information at the following locations-
(1) In the space provided below.
(2) In SECTION 00 41 00: BID FORM on Page 3 of 3 in Part 7 Bid Submittal.
(3) Indicate in upper case letters on the outside of the sealed bid envelope:
"RECEIVED & ACKNOWLEDGED ADDENDUM NO. 5"
Include a signed copy of the Addendum in the sealed bid envelope at the time of bid submittal.
Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered
"NON -RESPONSIVE", resulting in disqualification.
ADDENDUM No. 5 Christopher Harder, P.E.
RECEIPT ACKNOWLEDGED: Director, Water Department
By: By:
Pfeeid9 ny viola, P.E.
Company: -rei Assistant Director, Water Department
Water & Sanitary Sewer Replacements Contract, 2020 WSM-K
City Project #103421 Addendum No. 5
CITY OF FORT WORTH
WATER DEPARTMENT
ADDENDUM NO.6
To the Specifications and Contract Documents For:
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2020, WSM-K
UNIT 1— WATER
UNIT 2 —SANITARY SEWER
UNIT 3 — PAVING
City Project No. 103421
Addendum No. 5 Issued: October 26, 2023
Prebid Conference Date: September 25, 2023
Original Bid Opening Date: October 5, 2023
Revised Bid Opening Date: October 26, 2023
This Addendum forms part of the Specifications and Contract Documents for the above referenced Project
and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this
addendum in the space provided below and acknowledge receipt on the outer envelope in your bid, Failure
to acknowledge receipt of this addendum could subject the bidder to disqualification.
The specifications and contract documents for WATER AND SANITARY SEWER REPLACEMENTS
CONTRACT 2020, WSM-K are hereby revised by Addendum No. 6 to correct a formula error on the Bid
Proposal Workbook:
(1) Bid Proposal Workbook - replacement Excel to address formula issue on Unit II, Bid Item 20
This Addendum No. 6, forms part of the Specifications & Contract Documents for the above referenced
project and modifies the original Project Manual & Contract Documents of the same. Acknowledge your
receipt of Addendum No. 6 by completing the requested information at the following locations:
(1) In the space provided below.
(2) In SECTION 00 41 00: BID FORM on Page 3 of 3 in Part 7 Bid Submittal.
(3) Indicate in upper case letter's on the outside of the sealed bid envelope:
"RE,CEWED & ACKNOWLEDGED ADDENDUM NO.6"
Include a signed copy of the Addendum in the sealed bid envelope at the time of bid submittal.
Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered
"NON -RESPONSIVE", resulting in disqualification.
ADDENDUM No. 6
RECEIPT ACKNOWLEDGED:
Christopher Harder, P.E.
Director, Water Department
By: OJA By: Toh',_5�
Jackson Construction, LTD T ny olola, P.E.
Company: Assistant Director, Water Department
Water & Sanitary Sewer Replacements, Contract 2020 WSM-K
City Project 4 103421 Addendum No. 6
0011 13
INVITATION TO BIDDERS
Page] of 3
SECTION 00 11 13
INVITATION TO BIDDERS
RECEIPT OF BIDS
Sealed bids for the construction of Water & Sanitary Sewer Replacements Contract 2020
WSM-K CPN 103421 ("Project") will be received by the City of Fort Worth Purchasing Office
until 1:30 P.M. CST, Thursday, October 26, 2023 as further described below:
City of Fort Worth
Purchasing Division
200 Texas Street
Fort Worth, Texas 76102
Bids will be accepted by: US Mail, Courier, FedEx or hand delivery at the address above; Bids
will be opened publicly and read aloud at 2:00 PM CST in the City Council Chambers.
In lieu of delivering completed Business Equity (M/WBE) forms for the project to the Purchasing
Office, bidders shall e-mail the completed Business Equity forms to the City Project Manager no
later than 2:00 PM on the second City Business Day after the bid opening date, exclusive of the
bid opening date.
GENERAL DESCRIPTION OF WORK
The major work will consist of the (approximate) following:
337 LF 6" Water Pipe
9,994 LF 8" Water Pipe
3,046 LF 12" Water Pipe
3,432 LF 4" Sewer Pipe
2,496 LF 8" Sewer Pipe (Open Cut)
2,583 LF 8" Sewer Pipe (Pipe Enlargement)
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 on-line by visiting the City
of Fort Worth's Purchasing Division website at htti)://www.fortworthtexas.2ov/t)urchasina/ and
clicking on the link to the advertised project folders on the City's electronic document
management and collaboration system site. The Contract Documents may be downloaded,
viewed, and printed by interested contractors and/or suppliers.
Bid Document Package:
httos://docs.b360.autodesk.com/shares/47e83e99-b6dO-4ad3-8878-07b3Oa5f93a6
Addenda Folder:
httos://docs.b360.autodesk.com/shares/44365a95-6e78-4936-af73-dlfO8a633d6b
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project #103421
Revised 7/19/2021
0011 13
INVITATION TO BIDDERS
Page 2 of 3
Copies of the Bidding and Contract Documents may be purchased from:
Brian Darby, P.E.
817-446-6877
which is as follows:
James DeOtte Engineering, Inc.
2201 Dottie Lynn Parkway
Suite 119
Fort Worth, Texas 76120
The cost of Bidding and Contract Documents is:
Set of Bidding and Contract Documents with full size drawings: $150
Set of Bidding and Contract Documents with half size (if available) drawings: N/A
EXPRESSION OF INTEREST
To ensure potential bidders are kept up to date of any new information pertinent to this project, all
interested parties are requested to email Expressions of Interest in this procurement to the City
Project Manager and the Design Engineer. The email should include the company's name,
contact person and that individual's email address and phone number. All Addenda will be
distributed directly to those who have expressed an interest in_ the procurement and will also be
posted in the City of Fort Worth's purchasing website at http://fortworthtexas.gov/purchasing/
PREBID CONFERENCE — Web Conference
A prebid conference will be held as discussed in Section 00 21 13 - INSTRUCTIONS TO
BIDDERS at the following date, and time via a web conferencing application:
DATE: September 25, 2023
TIME: 9:00 a.m.
Invitations with links to the web conferencing application will be distributed directly to those
who have submitted an Expression of Interest.
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 can e-mail questions or comments in accordance with Section 6
of the Instructions to Bidders referenced above to the project manager(s) at the e-mail addresses
listed below. Emailed questions will suffice as "questions in writing." If necessary, Addenda will
be issued pursuant to the Instructions to Bidders.
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.
INQUIRIES
All inquiries relative to this procurement should be addressed to the following:
Attn: Brenda Oropeza, E.I.T., City of Fort Worth
Email: Brenda.Oropeza@fortworthtexas.gov
Phone: (817) 392-8271
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project #103421
Reviscd 7/19/2021
AND/OR
Attn: Brian Darby, P.E., James DeOtte Engineering, Inc.
Email: BrianDarby@deotte-eng.com
Phone: 817-446-6877
ADVERTISEMENT DATES
September 7, 2023
September 14, 2023
END OF SECTION
0011 13
INVITATION TO BIDDERS
Page 3 of 3
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project # 103421
Revised 7/19/2021
0021 13
INSTRUCTIONS TO BIDDERS
SECTION 00 2113
INSTRUCTIONS TO BIDDERS
1. Defined Terms
Page 1 of 10
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 copies of 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
required files through the City's website at:
httvs://ar)ps.fortworthtexas.;zov/Prof ectResources/
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project #103421
Revised/Updated November 2, 2021
0021 13
INSTRUCTIONS TO BIDDERS
Page 2 of 10
3.1.1. Paving — Requirements document located at:
httns:Hanns.fortworthtexas.5zov/Proi ectResources/ResourcesP/02%20-
%20Construction%2ODocuments/Contractor%2OPrecivalification/TPW%2OPavinsi
%20Contractor%2OPrecivalification%2OProizram/PREOUALIFICATION%20REO
UIREMENTS%20FOR%20PAV ING%2000NTRACTORS.ndf
3.1.2. Roadway and Pedestrian Lighting — Requirements document located at:
httr)s: Harps. fortworthtexas. jzov/Proi ectResourc es/ResourcesP/02%20-
%20Construction%2ODocuments/Contractor%2OPrequalification/TPW%2ORoadwa
v%20and%2OPedestrian%2OLiRhtinjz%2OPrequalification%2OProRram/STREET%
20LIGHT%20PREOUAL%20REOMNTS.ndf
3.1.3. Water and Sanitary Sewer — Requirements document located at:
httiDs://arms. fortworthtexas. aov/ProiectResources/ResourcesP/02%20-
%20Construction%2ODocuments/Contractor%2OPrecivalification/Water%20and%2
OSanitarv%2OSewer%2OContractor%2OPrequalification%2OPro2ram/ W S S%20vre
qual%20requirements.ndf
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
the stipulated time frame. Based upon the City's assessment of the submitted
information, a recommendation regarding the award of a contract will be made to the
City Council. Failure to submit the 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.
4. Examination of Bidding and Contract Documents, Other Related Data, and Site
4.1. Before submitting a Bid, each Bidder:
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project 4103421
Revised/Updated November 2, 2021
0021 13
INSTRUCTIONS TO BIDDERS
Page 3 of 10
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 haws and Regulations that may affect cost,
progress, performance or furnishing of the Work.
4.1.4. 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."
4.1.5. 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.
4.1.6. 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.
4.1.7. 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.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project #103421
Revised/Updated November 2, 2021
0021 13
INSTRUCTIONS TO BIDDERS
Page 4 of 10
4.1.8. 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.
4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification o£
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.
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.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project #103421
Revised/Updated November 2, 2021
0021 13
INSTRUCTIONS TO BIDDERS
Page 5 of 10
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.
6. Interpretations and Addenda
6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to
City in writing 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
delivered to all parties recorded by City as having received the Bidding Documents.
Only questions answered by formal written Addenda will be binding. Oral and other
interpretations or clarifications will be without legal effect.
Address questions to:
City of Fort Worth
200 Texas Street
Fort Worth, TX 76102
Attn: Brenda Oropeza, E.I.T., Water Department
Email: Brenda.Oropeza@fortworthtexas.gov
Phone: (817) 392-8271
6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by
City.
6.3. Addenda or clarifications may be posted via the City's electronic document management
and collaboration system at
httos://docs.b360.autodesk.com/shares/44365a95-6e78-4936-af73-dlf08a633d6b
CITY OF FORT WORTH WATER.$ SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project 4103421
Revised/Updated November 2, 2021
0021 13
INSTRUCTIONS TO BIDDERS
Page 6 of 10
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.
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 0125 00 of the General Requirements.
11. Subcontractors, Suppliers and Others
11.1. In accordance with the City's Business Equity 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, 24534-11-20201, codified at:
httos://codelibrarv.amieLal.com/codes/ftworth/latest/ftworth tx/0-0-0-22593
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project #103421
Revised/Updated November 2, 2021
0021 13
INSTRUCTIONS TO BIDDERS
Page 7 of 10
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; additional copies may be
obtained from the City.
12.2. All blanks on the Bid Form must be completed and the Bid Form signed in ink.
Erasures or alterations shall be initialed in ink by the person signing the Bid Form. 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. All entries shall
be legible.
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.
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.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project #i103421
RevisedlUpdated November 2, 202I
0021 13
INSTRUCTIONS TO BIDDERS
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13. Submission of Bids
Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents,
at the time and place indicated in the Advertisement or INVITATION TO BIDDERS,
addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed
envelope, marked with the City Project Number, Project title, the name and address of
Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent
through the mail or other delivery system, the sealed envelope shall be enclosed in a separate
envelope with the notation "BID ENCLOSED" on the face of it.
14. Withdrawal of Bids
14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office may
be withdrawn prior to the time set for bid opening. A request for withdrawal must be
made in writing and delivered to the Purchasing Office to receive a time stamp prior
to the opening of Bids. A timely withdrawn bid will be returned to the Bidder or, if
the request is within one hour of bid opening, will not be read aloud and will
thereafter be returned unopened.
14.2. In the event any Bid for which a withdrawal request has been timely filed has been
inadvertently opened, said Bid and any record thereof will subsequently be marked
"Withdrawn" and will be given no further consideration for the award of contract.
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.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project #103421
Revised/Updated November 2, 2021
0021 13
INSTRUCTIONS TO BIDDERS
Page 9 of 10
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. In addition to Bidder's relevant prequalification requirements, 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 Nonresident Bidder's bid is lower than
the lowest bid submitted by a responsible Texas Bidder by the same amount that a
Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a
comparable contract in the state in which the nonresident's principal place of
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 httt)s://www.ethics.state.tx.us/data/forms/1295/1295.i)df
17.8. Failure or refusal to comply with the requirements may result in rejection of Bid.
18. Signing of Agreement
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project #103421
Revised/Updated November 2, 2021
0021 13
INSTRUCTIONS TO BIDDERS
Page 10 of 10
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
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project #103421
Revised/Updated November 2, 2021
003513
CONFLICT OF INTEREST STATEMENT
Page 1 of 14
SECTION 00 3613
CONFLICT OF INTEREST STATEMENT
Each bidder, offeror or respondent to a City of Fort Worth procurement is required to complete a
Conflict of Interest Questionnaire or certify that one is current and on file with the City Secretary's
Office pursuant to state law.
If a member of the Fort Worth City Council, any one or more of the City Manager or Assistant
City Managers, or an agent of the City who exercise discretion in the planning, recommending,
selecting or contracting with a bidder, offeror or respondent is affiliated with your company, then
a Local Government Officer Conflicts Disclosure Statement (CIS) may be required.
You are urged to consult with counsel regarding the applicability of these forms and Local
Government Code Chapter 176 to your company.
The referenced forms may be downloaded from the links provided below.
Form CIQ (Conflict of Interest Questionnaire) (state.tx.us)
httDS://www.ethics.state.tx.us/data/forms/conflict/ClS.Ddf
El CIQ Form does not apply
❑ CIQ Form is on file with City Secretary
❑ CIQ Form is being provided to the City Secretary
El CIS Form does not apply
❑ CIS Form is on File with City Secretary
❑ CIS Form is being provided to the City Secretary
BIDDER:
Jackson Construction, Ltd.
5112 Sun Valley Drive
Fort Worth, Texas 76119
END OF SECTION
By: Troy L. Jackson
Signature:
Title: President
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 24, 2020
Contract 2020 WSM-K -- 00 41 00 Bid Proposal Workbook Addendum 5
00 35 13
CONFLICT OF INTEREST STATEMENT
Page 1 of 14
SECTION 00 35 13
CONFLICT OF INTEREST STATEMENT
Each bidder, offeror or respondent to a City of Fort Worth procurement is required to complete a
Conflict of Interest Questionnaire or certify that one is current and on file with the City Secretary's
Office pursuant to state law.
If a member of the Fort Worth City Council, any one or more of the City Manager or Assistant
City Managers, or an agent of the City who exercise discretion in the planning, recommending,
selecting or contracting with a bidder, offeror or respondent is affiliated With your company, then
a Local Government Officer Conflicts Disclosure Statement (CIS) may be required.
You are urged to consult with counsel regarding the applicability of these forms and Local
Government Code Chapter 176 to your company.
The referenced forms may be downloaded from the links provided below.
Form CIQ (Conflict of Interest Questionnaire) (state.tx.us)
httDs://www.ethics.state.tx.us/data/forms/conflict/CIS.pdf
CIQ Form does not apply
❑ CIQ Form is on file with City Secretary
❑ CIQ Form is being provided to the City Secretary
2 CIS Form does not apply
❑ CIS Form is on File with City Secretary
❑ CIS Form is being provided to the City Secretary
BIDDER:
Jackson Construction, Ltd.
5112 Sun Valley Drive
Fort Worth, Texas 76119
END OF SECTION
By: Troy L. Jackson
Signature:
Title: / President
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 24, 2020
Contract 2020 WSM-K -- 00 4100 Bid Proposal Workbook Addendum 5
0021 13
INSTRUCTIONS TO BIDDERS
Page 10 of 10
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
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project 4103421
Revised/Updated November 2, 2021
0041 00
BID FORM
Page 2 of 14
SECTION 00 41 00
BID FORM
TO: The Purchasing Manager
c/o: The Purchasing Division
200 Texas Street
City of Fort Worth, Texas 76102
FOR: Water and Sanitary Replacement Contract 2020, WSM-K
City Project No.: 103421
Units/Sections: Unit 1 - Water
Unit 2 - Sanitary Sewer
Unit 3 - Paving
1. Enter Into Agreement
The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form
included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents
for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions
of the Contract Documents.
2. BIDDER Acknowledgements and Certification
2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and
INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond.
2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will
provide a valid insurance certificate meeting all requirements within 14 days of notification of award.
2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed
individual or entity and is not submitted in conformity with any collusive agreement or rules of any group,
association, organization, or corporation.
2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid.
2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract.
For the purposes of this Paragraph:
a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to
influence the action of a public official in the bidding process.
b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the
bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive
levels, or (c) to deprive City of the benefits of free and open competition.
c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without
the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive
levels.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ADDENDUM No. 1
Revised 9/30/2021 Contract 2020 WSM-K -- 00 41 00 Bid Proposal Workbook Addendum 5
0041 00
BID FORM
Page 3 of 14
d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their
property to influence their participation in the bidding process or affect the execution of the
Contract.
3. Prequalification
The Bidder acknowledges that the following work types must be performed only by prequalified contractors and
subcontractors:
a. Water Distribution, Urban/Renewal, 12-inch diamter and smaller
b. Sewer Collection System, Urban/Renewal, 8-inches and smaller
c. Sewer Pipe Enlargement, 12-inches and smaller
d. Asphalt Paving Construction/Reconstruction (Less than 15,000 Square Yards)
4. Time of Completion
4.1. The Work will be complete for Final Acceptance within 600 days after the date when the
the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete
the Work {and/or achievement of Milestones) within the times specified in the Agreement.
5. Attached to this Bid
The following documents are attached to and made a part of this Bid:
a. This Bid Form, Section 00 41 00
b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph
5.01 of the General Conditions.
c. Proposal Form, Section 00 42 43
d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37
e. MWBE Forms (optional at time of bid)
f. Prequalification Statement, Section 00 45 12
g. Conflict of Interest Affidavit, Section 00 35 13
'If necessary, CIQ or CIS forms are to be provided directly to City Secretary
h. Any additional documents that may be required by Section 12 of the Instructions to Bidders
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ADDENDUM No. 1
Revised 9/30/2021 Contract 2020 WSM-K — 00 41 00 Bid Proposal Workbook Addendum 5
0041 00
BID FORM
Page 4 of 14
6. Total Bid Amount
6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In
the space provided below, please enter the total bid amount for this project. Only this figure will be read
publicly by the City at the bid opening.
6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is
subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective
estimated quantities shown in this proposal and then totaling all of the extended amounts.
6.3. Evaluation of Alternate Bid Items <use this if applicable, otherwise delete>
Total Base Bid <use this if applicable, otherwise delete
Alternate Bid <use this if applicable, otherwise delete>
Deductive Alternate<use this if applicable, otherwise
Additive Alternate <use this if applicable, otherwise
Total Bid
7. Bid Submittal
This Bid is submitted on
Respectfullyyssubmitted,
('nature)
Trov L. Jackson
(Printed Name)
Title: President
Company: Jackson Construction, Ltd.
Address: 5112 Sun Valley Drive
Fort Worth, Texas 76119
State of Incorporation: Texas
Email: office@jacksontx.net
Phone: 817-572-3303
END OF SECTION
$ 10) 2'T I, 1 &z. oo
by the entity named below.
Receipt is acknowledged of the Initial
following Addenda:
Addendum No. 1:
x
Addendum No. 2:
X
Addendum No. 3:
X
Addendum No. 4:
X
Addendum No. 5:
X `
Addtr,dvvv, N. (p-,
Corporate Seal:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ADDENDUM No. 1
Revised 9/30/2021 Contract 2020 WSM-K — 00 4100 Bid Proposal Workbook Addendum 5
00 42 43
BID PROPOSAL
Page 1 of 6
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Information
I
Bidder's Proposal
Unit 1 - Water
Bidlist Item
Description
Specification
Unit of
Bid
Unit Price
Bid Value
No.
Section No.
Measure
Quantity
1
3311.0461 12" PVC Water Pipe
33 11 12
LF
3,036
$
144.00
$
437,184.00
3311.0261 8" PVC Water Pipe
33 11 12
LF
10,227
$
92.00
$
940,884.00
3
E2
3311.0161 6" PVC Water Pipe
33 11 12
LF
373
$
99.00
$
36,927.00
4
3312.3005 12" Gate Valve
33 1220
EA
7
$
4,700.00
$
32,900.00
3312.3003 8" Gate Valve
33 1220
EA
30
$
2,600.00
$
78,000.00
6
E5
3312.3002 6" Gate Valve
33 1220
EA
27
$
1,800.00
$
it
48,600.00
7
0241.1001 Water Line Grouting
0241 14
CY
24
$
650.00
$
15,600.00
8
0241.1218 4%12" Water Abandonment Plug
0241 14
EA
25
$
500.00
$
12,500.00
9
0241.1302 Remove 6" Water Valve
0241 14
EA
11
$
75.00
$
825.001
10
0241.1303 Remove 8" Water Valve
0241 14
EA
6
$
100.00
$
600.001
0241.1304 Remove 10" Water Valve
0241 14
EA
1
$
125.00
$
125.00
E11
12
0241.1305 Remove 12" Water Valve
0241 14
EA
2
$
150.00
$
300.001
13
0241.1510 Salvage Fire Hydrant
0241 14
EA
8
$
750.00
$
6,000.00
0241.1511 Salvage 3/4" Water Meter
0241 14
EA
127
$
125.00
$
15,875.00
E14
15
0241.1512 Salvage I" Water Meter
0241 14
EA
75
$
125.00
$
9,375.001
16
0241.1513 Salvage 1 1/2" Water Meter
0241 I4
EA
13
$
150.00
$
1,950.00
17
0241.1514 Salvage 2" Water Meter
0241 14
EA
2
$
150.00
$
300.00
18
3125.0101 SWPPP > 1 acre
31 25 00
LS
1
$
5,000.00
$
5,000.00
19
3201.0400 Temporary Asphalt Pvmt Repair, Residential
3201 18
LF
13,643
$
37.00
$
504,791.00
(4' Wide) (2" HMAC on 8" Flexbase)
20
3201.0400 Temporary Asphalt Pvmt Repair, Residential
3201 18
LF
1,548
$
41.00
$
63,468.00
(2' Wide) (2" HMAC on 8" Flexbase)
21
3201.0111 4' Wide Asphalt Pvmt Repair, Residential
3201 17
LF
150
$
180.00
$
27,000.00
22
3201,0201 Asphalt Pvmt Repair Beyond Defined Width, Residential
3201 17
SY
200
$
121.00
$
24,200.00
3201.0614 Conc Pvmt Repair, Residential (Full Panel Replacement)
3201 29
SY
270
$
247.00
$
66,690.00
E23
24
3292.0400 Seeding, Hvdromulch
3292 13
SY
624
$
10.00
$
6,240.00
25
3304.0101 Temporary Water Services
33 04 30
LS
1
$
450,000.00
$
450,000.00
26
3305.0202 Imported EmbedmentBackfill, CSS
3305 10
CY
50
$
200.00
$
10,000.00
27
3305.0109 Trench Safety
3305 10
LF
5,992
$
2.00
$
11,984.00
28
3311.0001 Ductile Iron Water Fittings w/ Restraint
33 11 11
TN
11
$
19,900.00
$
218,900.00
29
3312.0117 Connection to Existing 4"-12" Water Main
33 1225
EA
30
$
3,700.00
$
111,000.00
30
3312.0001 Fire Hydrant
33 1240
EA
16
$
6,000.00
$
156,000.00
3312.2004 1" Private Water Service
33 12 10
LF
250
$
35.00
$
8,750.00 1
E31
32
3312.2104 1 1/2" Private Water Service
33 12 10
LF
20
$
86.00
$
1,720.00
33
3312.2001 1" Water Service, Meter Reconnection
33 1210
EA
202
$
540.00
$
109,080.00
3312.2003 1" Water Service
33 12 10
EA
202
$
2,050.00
$
414,100.00
E34
35
3312.2101 1 1/2" Water Service, Meter Reconnection
33 12 10
EA
13
$
880.00
$
it
11,440.00
36
3312.2103 1 1/2" Water Service
33 12 10
EA
13
$
3,400.00
$
44,200.00
3312.2201 2" Water Service, Meter Reconnection
33 12 10
EA
2
$
1,425.00
$
2,850.00
E37
38
3312.2203 2" Water Service
33 12 10
EA
2
$
4,700.00
$
9,400.00
39
3305.0108 Utility Adjustment (50150)
3305 14
LS
1
$
6,250.00
$
6,250.00
0241.1300 Remove Existing Concrete Curb and Gutter (50150)
0241 14
LF
3,150
$
10.00
$
31,500.00
E40
41
3216.0102 6" Concrete Curb and Gutter (50150)
32 16 13
LF
3,150
$
75.00
$
236,250.00
42
0241.0401 Remove Existing Concrete Driveway (50150)
SF
2,758
$
3.00
$
8,274.00
3213.0451 Remove & Replace 6-Inch Exposed Aggregate Driveway
43
SF
30
$
25.00
$
750.00
(50150)
I! 44
3213.0401 Install New 6-Inch Concrete Driveway (50150)
SF
2,758
$
19.00
$
52,402.00
45
0241.0100 Remove Concrete Sidewalk (50150)
SF
125
$
3.00
$
375.00
46
3213.0322 Concrete Curb, Back of Sidewalk (50150)
LF
13
$
24.00
$
312.00
CITY OF FORT WORTH Addendum #6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WATER SANITARY SEWER REPLACEMENTS: WSM-K
Revised 9/30/2021 City Project # 103421
UNIT PRICE BID
SECTION 00 42 43
PROPOSALFORM
Project Item Information
47 3213.0351 Remove & Replace 4-Inch Exposed Aggregate
SidewalkWalk (50150)
48 3213.0301 4" Concrete Sidewalk adjacent to curb (50/50)
49 0241,0300 Remove Existing Wheelchair Ramp (50150)
50 9999.0002 Install New ADA Wheelchair Ramp (w/ detectable
warning dome -tile surface) (50/50)
51 0241.1400 Remove Existing Concrete Valley Gutter (50150)
52 3216.0302 7" Concrete Valley Gutter (50150)
53 0241.1700 11-Inch Pavement Pulverization (50150)
54 3211.3300 Cem Lime Stabilization a, 32 Lbs SY (50150)
55 3123.0101 Unclassified Street Excavation (50150)
56 3212.0303 3-Inch Surface Course Asphalt, Type "D" (50150)
57 3217.0001 4" Solid White Thermoplastic Hot Applied Spray (HAS)
58 3217.0002 4" Solid Yellow Thermoplastic Hot Applied Spray (HAS)
59 3217.0101 6" SLD Pvmt Marking HAS (Y) (50150)
60 3217.0102 6" SLD Pvmt Marking HAS (Y) (50150)
61 3217.2103 REFL Raised Marker TY II -A -A (50150)
62 3217.0101 6" Skip, SLD Pvmt Marking HAS (Y) (50150)
63 3217,0108 6" DOT Pvmt Marking HAS (Y) (50150)
64 3217.05012 4" SLD Pvmt Marking HAE (W) (50150)
65 3305.0111 Water Valve Box Adjustment with Concrete Collar (50150)
66 3217.5001 Painting Curb Addresses (50150)
67 3291.0100 Topsoil (50150)
68 3292.0100 Block Sod Replacement (50150)
69 3212.0404 HMAC Transition (50150)
70 3346.0008 4" Pipe Underdrain, Type 8 (50150)
71 9999.0005 Concrete Median (50150)
72 3471.0001 Traffic Control
73 9999.0002 Water Construction Allowance
74 0171.0101 Construction Staking
75 0171.0102 As -Built Survey
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 9/30/2021
00 42 43
BID PROPOSAL
Page 2 of 6
Bidder's Application
Bidder's Proposal
SF
13
$
22.00
$
286.00
SF
125
$
21.00
$
2,625.00
EA
1
$
500.00
$
500.00
EA
1
$
3,800.00
$
3,800.00
SY
25
$
78.00
$
1,950.001
SY
25
$
178.00
$
4,450.00
SY
10,800
$
11.00
$
118,800.00
TN
173
$
400.00
$
69,200.00
CY
25
$
65.00
$
1,625.00
SY
10,800
S
25.00
$
270,000.00
LF
625
$
1.50
$
937.50
LF
650
$
1.50
$
975.00
FT
650
$
2.50
$
1,625.001
FT
1,289
$
2.50
$
3,222.501
EA
24
$
6.00
$
144.001
FT
5
$
2.50
$
12.50
FT
30
$
2.50
$
75.00
FT
16
$
17.00
$
272.00
EA
31
$
900.00
$
27,900.00
EA
21
$
90.00
$
1,890.00
CY
52
$
90.00
$
4,680.00
SY
1,450
$
10.00
$
14,500.00
TN
12
$
400.00
$
4,800.00
LF
50
$
52.00
$
2,600.001
SY
50
$
146.00
$
7,300.001
3471 13
MO
9
$
5,000.00
$
45,000.001
99 99 00
LS
1
$
150,000.00
$
150,000.00
017123
LS
1
$
19,000.00
$
19,000.00
017123
LS
1
$
4,700.00
$
4,700.00
Sub -Total Unit
1 - Water
$
4,993,740.50
Addendum #6
WATER SANITARY SEWER REPLACEMENTS: WSM-K
City Project # 103421
UNIT PRICE BID
SECTION 00 42 43
PROPOSALFORM
Project Item Inlonnation
Unit 2 - Sanitary Sewer
IBidlist Item Description
I+ No.
1 3331.4119 8" DIP Sewer Pipe (with Protecto 401)
I 2 3331.1102 6" to 8" Pipe Enlargement (DR 17 HDPE)
3 3331.4115 8" Sewer Pipe (ASTM D2241 Pressure Pipe SDR-26
PVC)
4 3331.4115 8" Sewer Pipe (ASTM D3034 SDR-26 PVC)
00 42 43
BID PROPOSAL
Page 3 of 6
Bidder's Application
Specification
Unit of
Bid
Section No.
Measure
Quantity
33 11 10
LF
194 $
33 31 23
LF
3,596 $
33 11 10,
3331 12,
LF
20 $
3331 20
33 11 10,
3331 12,
LF
4,739 $
3331 20
33 11 10
Bidder's Proposal
Unit Price Bid Value
264.00 $ 51,216.00
119.00 $ 427,924.00
96.00 $ 1,920.00 '
96.00 $ 454,944.00
5 3331.4116 8" Sewer Pipe (ASTM D3034 SDR-26 PVC), CSS 33 31 12, LF 40 $ 205.00 $ 8,200.00
Backfill 33 31 20
6 3331 3105 4" Private Sewer Service (ASTM D3034 SDR-26 PVC 3331 50
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
1 32
LF
2,332
$
60.00 $
139,920.00
with 2-way cleanoutl)
33 31 20
0241.2001 Sanitary Line Grouting
I 0241 14
CY
17
$
600.00
$ 10,200.00
0241.2102 6" Sewer Abandonment Plug
li 0241 14
EA
2
$
1,300.00
$ 2,600.00
'0241.2103 8" Sewer Abandonment Plug
0241 14
EA
4
$
1,300.00
$ 5,200.00
0241.2201 Remove 4' Sewer Manhole
I 0241 14
EA
23
$
900.00
$ 20,700.00
0241.5001 Abandon Manhole
0241 14
EA
3
$
1,100.00
$ 3,300.00
0241.0500 Remove Fence
0241 13
LF
490
$
17.00
$ 8,330.00
3110.0102 6"-12" Tree Removal
31 1000
EA
4
$
1,000.001
$ 4,000.00
3110.0103 12%18" Tree Removal
1 31 1000
EA
1
$
1,400.001
$ 1,400.00
3125.0101 SWPPP > 1 acre
31 25 00
LS
1
$
5,000.001
$ 5,000.00
3201.0400 Temporary Asphalt Pvmt Repair, Residential
I 3201 18
LF
3,774
$
37.00
$ 139,638.00
0 Wide) (2 HMAC on 8 Flexbase)
3201.0400 Temporary Asphalt Pvmt Repair, Residential
(2' Wide) (2" HMAC on 8" Flexbase)
3201 18
LF
I3201.0111 4' Wide Asphalt Pvmt Repair, Residential
3201 17
LF
I3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Residential
3201 17
SY
I3201.0614 Conc Pvmt Repair, Residential (Full Panel Replacement)
32 01 29
SY
13231.0412 6' Fences, Wood
32 31 29
LF 1
13231.0413 8' Fences, Wood
32 31 29
LF
13231.0111 4' Chain Link, Steel
3231 13
LF
13231.0112 5' Chain Link, Steel I
3231 13
LF
13292.0400 Seeding, Hvdromulch
3292 13
SY
13301.0101 Manhole Vacuum Testing
3301 30
EA
�3305.0109 Trench Safety
3305 10 I
LF
3331.0102 6" Sewer Pipe, Point Repair
33 31 23
LF
3331.3311 4" Sewer Service, Reconnection (for open cut services
0
3331 50,
including ASTM D3034 SDR-26 PVC pipe per plans with 2-way
I
3331
I
EA
cleanout)
3331.3311 4" Sewer Service, Reconnection (for open cut services
3331 50,
including ASTM D2241 SDR-26 PVC pressure pipe per plans with 2-
I
EA
way cleanout)
33 31 20
4" Sewer Service, Reconnection (for pipe enlargement
I3331.3311
services including ASTM D3034 SDR-26 PVC pipe per plans with 2-
3331 50,
EA
way cleanout)
33 31 20
13339.0001 Epoxv Manhole Liner I
33 39 60 1
VF
383 $ 41.00 $ 15,703.00
100
$ 180.00I
$ 18,000,00
200
$ 121.00I
$ 24,200.00
9
$ 247.00
$ 2,223.00
140
$ 147.00
$ 20,580.00
50
$ 153.00
$ 7,650.00
290
$ 103.00
$ 29,870.00
10
$ 109.00
$ 1,090.00
216
$ 10.00
$ 2,160.00
49
$ 300.001
$ 14,700,00
5,376
$ 2.001
$ 10,752.001
268 $ 136.001 $ 36,448.00
35 $ 2,700.001 $ 94,500.00
1 $ 2,700.001 $ 2,700.00
74 $ 2,100.001 $ 155,400.00
36 $ 540.001 $ 19,440.001
CITY OF FORT WORTH Addendum #6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WATER SANITARY SEWER REPLACEMENTS: WSM-K
Revised 9/30/2021 City Project #103421
SECTION 00 42 43
PROPOSALFORM
UNIT PRICE BID
Project Item Information
33 3339,1001 4' Manhole
34 3339.1002 4' Drop Manhole
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
3339.1003 4' Extra Depth Manhole
3305.0112 Concrete Collar for Manhole
3305,0108 Utilitv Adjustment (50150)
0241.1300 Remove Existing Concrete Curb and Gutter (50150)
3216.0102 6" Concrete Curb and Gutter (50150)
0241.0401 Remove Existing Concrete Driveway (50150)
3213.0451 Remove & Replace 6-Inch Exposed Aggregate Driveway
(50150)
3213.0401 Install New 6-Inch Concrete Drivewav (50150)
0241.0100 Remove Concrete Sidewalk (50/50)
3213.0322 Concrete Curb, Back of Sidewalk (50/50)
3213.0351 Remove & Replace 4-Inch Exposed Aggregate
SidewalkWalk (50150)
3213.0301 4" Concrete Sidewalk adjacent to curb (50150)
0241.0300 Remove Existing Wheelchair Ramp (50/50)
9999.0002 Install New ADA Wheelchair Ramp (w/ detectable
warning dome -tile surface) (50150)
0241.1400 Remove Existing Concrete Valley Gutter (50150)
3216.0302 7" Concrete Valley Gutter (50150)
0241.1700 I ]-Inch Pavement Pulverization (50/50)
3211,3300 Cern Lime Stabilization (@ 32 Lbs SY (50150)
3123.0101 Unclassified Street Excavation (50/50)
3212.0303 3-Inch Surface Course Asphalt, Tvpe "D" (50150)
3217.0001 4" SoIid White Thermoplastic Hot Applied Spray (HAS)
3217.0002 4" Solid Yellow Thermoplastic Hot Applied Spray (HAS)
3217.0101 6" SLD Pvmt Marking HAS (Y) (50150)
3217.0102 6" SLD Pvmt Marking HAS (Y) (50/50)
3217.2103 REFL Raised Marker TY II -A -A (50/50)
3217.0101 6" Skip, SLD Pvmt Marking HAS (Y) (50150)
3217.0108 6" DOT Pvmt Marking HAS (Y) (50150)
3217.05012 4" SLD Pvmt Marking HAE (W) (50150)
3305.0107 Manhole Adjustment With Concrete Collar (50150)
3217.5001 Painting Curb Addresses (50150)
3291,0100 Topsoil (50150)
3292.0100 Block Sod Replacement (50150)
3212.0404 HMAC Transition (50150)
3346.0008 4" Pipe Underdrain, Tvpe 8 (50150)
9999.0005 Concrete Median (50/50)
9999.0020 Remove and Replace Inlet Top (50/50)
3471.0001 Traffic Control
0171.0101 Construction Staking
0171.0102 As -Built Survev
3301.0001 Pre -CCTV Inspection
3301.0002 Post -CCTV Inspection
9999.0007 Bypass Pumping (L-2841)
9999.0008 Sewer Construction Allowance
00 42 43
BID PROPOSAL
Page 4 of 6
Bidder's Application
Bidder's Proposal
33
39 10,
EA
48
$ 8,300.00
$
398,400.00
33
39 20
33
39 10,
EA
1
$ 13,000.00
$
13,000.00
33
39 20
3339
10,
VF
40
$ 200.00
$
8,000.00
33
39 20
3305
17
EA
52
$ 1,000.00
$
52,000.00
LS
1
$ 6,250.00
$
6,250.00
LF
3,150
$ 10.00
$
31,500.00
LF
3,150
$ 75.00
$
236,250.00
SF
2,758
$ 3.00
$
8,274.001
SF
30
$ 25.00
$
750.00
SF
2,758
$ 19.00
$
52,402,00
SF
125
$ 3.00
$
375.00
LF
12
$ 24.00
$
288.00
SF
12
$ 22.00
$
264.00
SF
125
$ 21.00
$
2,625.001
EA
1
$ 500.00
$
500,00
EA
1
$ 3,800.00
$
3,800.00
SY
25
$ 78.00
$
1,950.00
SY
25
$ 178.00
$
4,450.001
SY
10,800
$ 11.00
$
118,800.00
TN
173
$ 400.00
$
69,200.00
CY
25
$ 65.00
$
1,625.00
SY
10,800
$ 25.00
$
270,000.001
LF
625
$ 1.50
$
937.50
LF
650
$ 1.50
$
975.001
FT
650
$ 2.50
$
1,625,00
FT
1.289
$ 2.50
$
3,222.50
EA
24
$ 6.00
$
144.00
FT
5
$ 2.50
$
12,50
FT
30
$ 2.50
$
75.001
FT
16
$ 17.00
$
272.001
EA
9
$ 1,500.00
$
13,500.00
EA
21
$ 90.00
$
1,890.00
CY
26
$ 90.00
$
2,340.00
SY
725
$ 10.00
$
7,250,001
TN
13
$ 400.00
$
5,200,001
LF
50
$ 52.00
$
2,600.001
SY
50
$ 146.00
$
7,300.00
EA
1
$ 11,000.00
$
11,000.00
3471
13
MO
6
$ 5,000.00
$
30,000.00
01
7123
LS
1
$ 19,000.00
$
19,000.001
017123
LS
1
$ 4,700.00
$
4,700.001
3301
31
LF
5,122
$ 6.00
$
30,732.00
3301
31
LF
7,590
$ 6.00
$
45.540.00
LS
1
$ 100,000.00
$
100,000.00
LS
1
$ 150,000.00
$
150,000.00
Sub -Total Unit
2 - Sanitary Sewer
$
3,458,926.50
CITY OF FORT WORTH Addendum #6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WATER SANITARY SEWER REPLACEMENTS: WSM-K
Revised 9/30/2021 City Project # 103421
00 42 43
BID PROPOSAL
Page 5 of 6
SECTION 00 42 43
PROPOSALFORM
UNIT PRICE BID
Bidder's Application
Project Item Information
Bidder's
Proposal
Unit 3 - Paving
IBidlist Item
Description
Specification Unit of
Bid
Unit Price
Bid Value
No.
Section No. Measure
Quantity
I!I
1
3305.0108 Utilitv Adjustment (50/50)
LS
1
$ 12,500.00
$ 12,500.00
2
0241.1300 Remove Existing Concrete Curb and Gutter (50/50)
LF
6,300
$ 10.00
$ 63,000.00
3
3216.0102 6" Concrete Curb and Gutter (50150)
LF
6,300
$ 75.00
$ 472,500.00
4
0241.0401 Remove Existing Concrete Drivewav (50150)
SF
5,516
$ 3.00
$ 16,548.00
5
3213.0451 Remove & Replace 6-Inch Exposed Aggregate Driveway
SF
60
$ 25.00
$ 1,500.00
(50150)
6
3213.0401 Install New 6-Inch Concrete Drivewav (50150)
SF
5,516
$ 19.00
$ 104,804.00
7
024 1.0 100 Remove Concrete Sidewalk (50150)
SF
250
$ 3.00
$ 750.00
8
3213.0322 Concrete Curb, Back of Sidewalk (50150)
LF
25
$ 24.00
$ 600.00
9
3213.0351 Remove & Replace 4-Inch Exposed Aggregate
SF
25
$ 22.00
$ 550.00
SidewalkWalk (50/50)
10
3213.0301 4" Concrete Sidewalk adjacent to curb (50/50)
SF
250
$ 21.00
$ 5,250.00
11
0241.0300 Remove Existing Wheelchair Ramp (50150)
EA
2
$ 500.00
$ 1,000.00
12
9999.0002 Install New ADA Wheelchair Ramp (w/ detectable
EA
2
$ 3,800.00
$ 7,600.00
warning dome -tile surface) (50/50)
13
0241.1400 Remove Existing Concrete Vallev Gutter (50150)
SY
50
$ 78.00
$ 3,900.00
14
3216.0302 7" Concrete Valley Gutter (50150)
SY
50
$ 178.00
$ 8,900.00
15
0241.1700 11-Inch Pavement Pulverization (50150)
SY
21,600
$ 11.00
$ 237,600.00
16
3211.3300 Cem Lime Stabilization (&,, 32 Lbs SY (50150)
TN
345
$ 400.00
$ 138,000.00
17
3123.0101 Unclassified Street Excavation (50150)
CY
50
$ 65.00
$ 3,250.00
18
3212.0303 3-Inch Surface Course Asphalt, Tyne "D" (50150)
SY
21,600
$ 25.00
$ 540,000.00
19
9999.0001 Remove Speed Cushion w/ Striping (50150)
EA
1
$ 100.00
$ 100.001
20
3217.0001 4" Solid White Thermoplastic Hot Applied Spray (HAS)
LF
1,250
$ 1.50
$ 1,875.00
Lane Lines (50150)
21
3217.0002 4" Solid Yellow Thermoplastic Hot Applied Spray (HAS)
LF
1,300
$ 1.50
$ 1,950.00
Centerline (s) (50/50)
22
3217.0101 6" SLD Pvmt Marking HAS (Y) (50150)
FT
1,301
$ 2.50
$ 3,252.50
23
3217.0102 6" SLD Pvmt Marking HAS (Y) (50150)
FT
2,599
$ 2.50
$ 6,497.50
24
3217.2103 REFL Raised Marker TY II -A -A (50150)
EA
46
$ 6.00
$ 276.00
25
3217.0101 6" Skip, SLD Pvmt Marking HAS (Y) (50150)
FT
10
$ 2.50
$ 25.00
26
3217.0108 6" DOT Pvmt Marking HAS (Y) (50150)
FT
60
$ 2.50
$ 150.00
27
3217.05012 4" SLD Pvmt Marking HAE (W) (50150)
FT
31
$ 17.00
$ 527.00
28
3305.0111 Water Valve Box Adjustment with Concrete Collar (50150)
EA
30
$ 900.00
$ 27,000.00
29
3305.0107 Manhole Adjustment With Concrete Collar (50150)
EA
8
$ 1,500.00
$ 12,000.001
30
3217.5001 Painting Curb Addresses (50150)
EA
40
$ 90.00
$ 3,600.001
31
329 1.0 100 Topsoil (50150)
CY
26
$ 90.00
$ 2,340.001
32
3292.0100 Block Sod Replacement (50/50)
SY
725
$ 10.00
$ 7,250.001
33
9999.0020 Remove and Replace Inlet Top (50150)
EA
2
$ 11,000.00
$ 22,000.00
34
3471.0001 Traffic Control
MO
5
$ 5,000.00
$ 25,000.00
35
3125.0101 SWPPP > 1 acre
LS
1
$ 5.000.00
$ 5,000.00
36
3212.0404 HMAC Transition (50/50)
TN
25
$ 400.00
$ 10,000.00
37
3346.0008 4" Pipe Underdrain, Type 8 (50150)
LF
100
$ 52.00
$ 5,200.00
38
9999.0004 Install Speed Cushion (50150)
EA
1
$ 1,600.00
$ 1,600.00
39
9999.0005 Concrete Median (50150)
SY
100
$ 146.00
$ 14,600.00
40
9999.0006 Paving Construction Allowance
LS
I
$ 50,000.00
$ 50,000.00
Sub -Total Unit 3 - Paving
$
1,818,495.00
CITY OF FORT WORTH Addendum #6
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WATER SANITARY SEWER REPLACEMENTS: WSM-K
Revised 9/30/2021 City Project #103421
UNIT PRICE BID
SECTION 00 42 43
PROPOSAL FORM
Project Item Information
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 9/30/2021
00 42 43
BID PROPOSAL
Page 6 of 6
Bidder's Application
Bidders Proposal
Sub -Total Unit I - Water $4,993,740.50
Sub -Total Unit 2 - Sanitary Sewer $3,458,926.50
Sub -Total Unit 3 - Paving $1,818,495.00
Total Bid $10,271,162.00
I0101IXIII&I01 Y 18101
Addendum #6
WATER SANITARY SEWER REPLACEMENTS: WSM-K
City Project # 103421
Bid Bond
CONTRACTOR:
(, wire. legal sitints mid (ddrec►)
Jackson Construction, Ltd
5112 Sun Valley Drive
Fort Worth, TX 76119
OWNER:
(Name. k qal slaters nerd adiirm)
City of Fort Worth
200 Texas Street
Fort Worth, TX 76102
BOND AMOUNT: $ 5%
Document A310 TM - 2010
Conforms with The American Institute of Architects AIA Document 310
SURETY:
(Xiane, legal males curd principal pkice r f hiarines.►)
The Hanover Insurance Company
440 Lincoln Street
Worcester, MA 01653
Five Percent of Amount Bid
PROJECT:
fXanw, location or address mid 1)injecl number, if aitt j
Water & Sanitary Sewer Replacements Contract 2020 WSM-K
CPN 103421
This document has Important
legal consequences. Consultation
with an attorney is encouraged
with respect to its completion or
modification.
Any singular reference to
Contractor, Surety, Owner or
other party shall be considered
plural where applicable.
The Contractor and Surety arc bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind
themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, as provided herein. The conditions of this
Bond arc such that if the Owner accepts the bid of the Contractor within the tine specified in the bid documents, or ►►ithin such tine period
as may be agreed to by the Ouaicr and Contractor, and the Contractor either (1) enters into a contract with the O►rner in accordance with
the ternns of such bid, and gives such bond or bonds as may be specificd in the bidding or Contract Documents, with a surety admitted in
the jurisdiction of the 1'roiect and otherntise acceptable to the Oancr, for the faithful performance of such Contract and for the prompt
payment of labor and material furnished in the prosecution thereof. or (2) pays to the Owner the difference, not to exceed the amount of
this Bond, between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another
party to perlorin the work covered by.said bid, then this obligation .shall be null and void, otherwise to remain in f ull force and ellect. The
Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the O►4ncr may accept the
hid. i'aiwerul'nolice by the Surety shall not apply to any extension execeding sixty (60) days in the aggregate beyond the time tier
acceptance ol'bids specified in the bid document, and the O►w ierand Contractor shall obtain the Surety's consent fior an extension beyond
sixty (60) days.
If this Bond is issued in connection ►with a subcontractors bid ton Contractor, the tenn Contractor in this Bond shall be deemed to be
Subcontractor and the term Owner shall be deemed to be Contractor.
When this Bond has been lumished to comply with a statutory or other legal requirement in the location ollhc Project, any provision in
this Bond conflicting with said statutory or legal requirement shall be deemed deleted herei'rom and provisions confi rniing to such
statutory or other legal requirement shall be deemed incorporated herein. When so 1'umished, the intent is that this Bond shall be construed
as a statutory bird and not as u common la►v bond.
Signed and scaled this 5th day of October, 2023
Jackson Construction, Ltd.
i (Principal) (Segal)
!IJ'iniessl �u,)AyJ rYl�Gatic hGn _ By:
ems/ 1 Y
(Pfl )
The H er Ins nce Company
�� 1 �) � (Si •n) /� (Seed)
(it'(tuc.rwj
Y:
(7711 aurie - ug ttor ey-in-Fact
S-00541AS 8t10
THE HANOVER INSURANCE COMPANY
MASSACHUSETTS BAY INSURANCE COMPANY
CITIZENS INSURANCE COMPANY OF AMERICA
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.
KNOW ALL PERSONS BY THESE PRESENTS:
That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing underthe
laws ofthe State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing underthe laws of the State of
Michigan, (hereinafter individually and collectively the "Company") does hereby constitute and appoint,
Jack M. Crowley, Laurie Pflug and/or Holly Clevenger
Of Willis Towers Watson Insurance Services West, Inc of Dallas, TX each individually, ifthere be more than one named, as its true and lawful attomey(s)-in-fact
to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, any and all surety bonds,
recognizances, undertakings, or other surety obligations. The execution of such surety bonds, recognizances, undertakings or surety obligations, in pursuance of
these presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company, in their own
proper persons. Provided however, that this power of attorney limits the acts of those named herein, and they have no authority to bind the Company except in the
manner stated and to the extent of any limitation stated below.
Any such obligations in the United States, not to exceed Thirty Five Million and No/100 ($35,000,000) in any single instance
That this power is made and executed pursuant to the authority ofthe following Resolutions passed by the Board ofDirectors of said Company, and said Resolutions
remain in full force and effect:
RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to
appoint Attorneys -in -fact of the Company, in its name and as it acts, to execute and acknowledge for and on its behalf as surety, any and all bonds,
recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with powerto attach thereto the seal ofthe
Company. Any such writings so executed by such Attorneys -in -fact shall be binding upon the Company as if they had been duly executed and
acknowledged by the regularly elected officers of the Company in their own proper persons.
RESOLVED: That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and
executed by the President or Vice President in conjunction with any Vice President ofthe Company, shall be binding on the Company to the same extent
as if all signatures therein were manually affixed, even though one or more ofany such signatures thereon may be facsimile. (Adopted October 7, 1981 -
The Hanover Insurance Company; Adopted April 14, 1982 - Massachusetts Bay Insurance Company; Adopted September 7, 2001- Citizens Insurance
Company of America and affirmed by each Company on March 24, 2014)
IN WITNESS WHEREOF, THE HANOVER INSU RANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANYand CITIZENS INSURANCE COMPANY
OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by two Vice Presidents, this 23rd day of August, 2022.
THE HANOVER IN ni
COMPANY
MASSACHUSETTCOMPANY COMPANY
CITIZENS INSURAPANY OF AMERICA
Vice President
THE COMMONWEALTH OF MASSACHUSETTS )
COUNTY OF WORCESTER ) ss.
THE HANOVER INSURANCE COMPANY
MASSACHUSETTS BAY INSURANCE COMPANY
CITIII NS INSURANCE COMPANY OF AMERICA
J Vice President
;H.swiecki,
On this 23'd day of August, 2022 before me came the above named Executive Vice President and Vice President of The Hanover Insurance Company,
Massachusetts Bay Insurance Company and Citizens Insurance Company ofAmedca, to me personally known to be the individuals and officers described herein,
and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay Insurance
Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and
subscribed to said instrument by the authority and direction of said Corporations.
ARLEEN V. SIMON$ '/ .
14')
Notary Public!COWAONAEMTH Of USSACHUSMS
My Commission Expires An"Simoota; P olio~~
June 15, 2023 My Commission Expires June 15, 2023
I, the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America,
hereby certify that the above and foregoing is a full, true and correct copy ofthe Original Power ofAttorney issued by said Companies, and do hereby further certify
that the said Powers of Attomey are still in force and effect.
GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this 5th day of October 2023.
CERTIFIED COPY
THE HANOVER INSURANCE COMPANY
f?A HUSET75 BAY INSURANCE COMPANY
[/�S.EC OL/PA NY OF AMERICA
Jo n A. Rowedder, Vice PM51deat
Hathr
nover The Hanover insurance Company 1 440 Lincoln street Worcester, MA 01653
Insurance Group® CAiaens Insurance Company of America 1 645 West Grand River Avenue Howell, MI 48843 Texas Complaint Notice
IMPORTANT NOTICE AVISO IMPORTANTE
To obtain information or make a complaint:
You may call The Hanover Insurance Company/Citizens
Insurance Company of America's toll -free telephone
number for information or to make a complaint at:
1-800-608-8141
Para obtener informacion o para someter una queja:
Usted puede Ilamar al numero de telefono gratis de The
Hanover Insurance Company/Citizens Insurance Company
of America's para information o para someter una queja al:
1-800-608-8141
You may also write to The Hanover Insurance Company/ Usted tambien puede escribir a The Hanover Insurance
Citizens Insurance Company of America at: Company/Citizens Insurance Company of America al:
440 Lincoln Street
Worcester, MA 01615
You may contact the Texas Department of Insurance to
obtain information on companies, coverages, rights or
complaints at:
1-800-252-3439
You may write the Texas Department of Insurance:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: httpJ/www.tdi.texasgov
E-mail: ConsumerProtection@tdi.state.tx.us
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your premium or
about a claim you should contact the agent or the com-
pany first. If the dispute is not resolved, you may contact
the Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR POLICY: This notice is
for information only and does not become a part or con-
dition of the attached document
440 Lincoln Street
Worcester, MA 01615
Puede comunicarse con el Departamento de Seguros de
Texas para obtener informacion acerca de companias,
coberturas, derechos o quejas al:
1-800-252-3439
Puede escribir al Departamento de Seguros de Texas:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: httpJ/www.tdi.texas.gov
E-mail: ConsumerProtection@tdi.state.tx.us
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiene una disputa concerniente a su prima o a un rec-
lamo, debe comunicarse con el agente o la compania
primero. Si no se resuelve la disputa, puede entonces
comunicarse con el departamento (fDI).
UNA ESTE AVISO A SU POLIZA: Este aviso es solo para
proposito de informacion y no se convierte en parte o
condition del documento adjunto.
181-1457 (W2)
00 43 37
VENDOR COMPLIANCE TO STATE LAW
Page 13 of 14
SECTION 00 43 37
VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER
Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law
provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors
whose corporate offices or principal place of business are outside the State of Texas) bid projects for
construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident
bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in
order to obtain a comparable contract in the State which the nonresident's principal place of business is located.
The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet
specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident
bidders must check the box in Section B.
A. Nonresident bidders in the State of , our principal place of business,
are required to be percent lower than resident bidders by State Law. A copy of the
statute is attached.
Nonresident bidders in the State of our principal place of business,
are not required to underbid resident bidders.
B. The principal place of business of our company or our parent company or majority owner is
in the State of Texas. P
BIDDER:
Jackson Construction, Ltd.
5112 Sun Valley Drive
Fort Worth, Texas 76119
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 9/30/2021
By: Troy L. Jackson
Y(gett4l��4
Title: President
Date: 10/26/2023
Contract 2020 WSM-K -- 00 41 00 Bid Proposal Workbook Addendum 5
004511 -1
BIDDERS PREQUALIFICATIONS
Page I of 3
1 SECTION 00 45 11
2 BIDDERS PREQUALIFICATIONS
4 1. Summary. A Bidder or their designated subcontractors are required to be prequalified or
5 have applied for prequalification by the City for the work types requiring prequalification
6 prior to submitting bids. To be considered for award of contract the Bidder must submit
7 Section 00 45 12, PREQUALIFICATION STATEMENT for the work type(s) listed with
8 their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed
9 must submit Section 00 45 13, PREQUALIFICATION APPLICATION in accordance with
10 the requirements below. The information must be submitted seven (7) days prior to the
11 date of the opening of bids. Subcontractors must follow the same timelines as contractors
12 for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at
13 the time bids are opened and reviewed may cause the bid to be rejected.
14
15
16 The prequalification process will establish a bid limit based on a technical evaluation and
17 financial analysis of the contractor. For example, a contractor wishing to submit bids on
18 projects to be opened on the 7th of April must file the information by the 31st day of March
19 in order to eligible to work on these projects. In order to facilitate the approval of a Bidder's
20 Prequalification Application, the following must accompany the submission.
21 a. A complete set of audited or reviewed financial statements.
22 (1) Classified Balance Sheet
23 (2) Income Statement
24 (3) Statement of Cash Flows
25 (4) Statement of Retained Earnings
26 (5) Notes to the Financial Statements, if any
27 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles
28 of Incorporation, Articles of Organization, Certificate of Formation, LLC
29 Regulations, and Certificate of Limited Partnership Agreement).
30 c. A completed Bidder Prequalification Application.
31 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas
32 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification
33 number visit the Texas Comptroller of Public Accounts online at the
34 following web address www.window.state.tx.us/taxpermit/ and fill out the
35 application to apply for your Texas tax ID.
36 (2) The firm's e-mail address and fax number.
37 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number
38 is used by the City for required reporting on Federal Aid projects. The DUNS
39 number may be obtained at www.dnb.com.
40 d. Resumes reflecting the construction experience of the principles of the firm for firms
41 submitting their initial prequalification. These resumes should include the size and
42 scope of the work performed.
43 e. Other information as requested by the City.
44
45 2. Prequalification Requirements
46 a. Financial Statements. Financial statement submission must be provided in
47 accordance with the following:
48 (1) The City requires that the original Financial Statement or a certified copy
49 be submitted for consideration.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENT'S: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised August 13, 2021
004511 -2
BIDDERS PREQUALIFICAT IONS
Page 2 of 3
1
(2)
To be satisfactory, the financial statements must be audited or reviewed
2
by an independent, certified public accounting firm registered and in
3
good standing in any state. Current Texas statues also require that
4
accounting firms performing audits or reviews on business entities within
5
the State of Texas be properly licensed or registered with the Texas State
6
Board of Public Accountancy.
7
(3)
The accounting firm should state in the audit report or review whether
8
the contractor is an individual, corporation, or limited liability company.
9
(4)
Financial Statements must be presented in U.S. dollars at the current rate
10
of exchange of the Balance Sheet date.
11
(5)
The City will not recognize any certified public accountant as
12
independent who is not, in fact, independent.
13
(6)
The accountant's opinion on the financial statements of the contracting
14
company should state that the audit or review has been conducted in
15
accordance with auditing standards generally accepted in the United
16
States of America. This must be stated in the accounting firm's opinion.
17
It should: (1) express an unqualified opinion, or (2) express a qualified
18
opinion on the statements taken as a whole.
19
(7)
The City reserves the right to require a new statement at any time.
20
(8)
The financial statement must be prepared as of the last day of any month,
21
not more than one year old and must be on file with the City 16 months
22
thereafter, in accordance with Paragraph 1.
23
(9)
The City will determine a contractor's bidding capacity for the purposes
24
of awarding contracts. Bidding capacity is determined by multiplying the
25
positive net working capital (working capital= current assets —current
26
liabilities) by a factor of 10. Only those statements reflecting a positive
27
net working capital position will be considered satisfactory for
28
prequalification purposes.
29
(10)
In the case that a bidding date falls within the time a new financial
30
statement is being prepared, the previous statement shall be updated with
31
proper verification.
32
b. Bidder Prequalification Application. ABidder Prequalification Application must be
33
submitted along with audited or reviewed financial statements by firms wishing to be
34
eligible to bid on all classes of construction and maintenance projects. Incomplete
35
Applications will be rejected.
36
(1)
In those schedules where there is nothing to report, the notation of
37
"None" or "N/A" should be inserted.
38 (2) A minimum of five (5) references of related work must be provided.
39 (3) Submission of an equipment schedule which indicates equipment under
40 the control of the Contractor and which is related to the type of work for
41 which the Contactor is seeking prequalification. The schedule must
42 include the manufacturer, model and general common description of
43 each piece of equipment. Abbreviations or means of describing
44 equipment other than provided above will not be accepted.
45
46 3. Eligibility for Award of Contract
47 a. The City shall be the sole judge as to a contractor's prequalification.
48 b. The City may reject, suspend, or modify any prequalification for failure by the
49 contractor to demonstrate acceptable financial ability or performance.
50 c. The City will issue a letter as to the status of the prequalification approval.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised August 13, 2021
004511 -3
BIDDERS PREQUALIFICATIONS
Page 3 of 3
d. If a contractor has a valid prequalification letter, the contractor will be eligible to
perform the prequalified work types until the expiration date stated in the letter.
END OF SECTION
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised August 13, 2021
00 45 12
PREQUALIFICATION STATEMENT
Page 14 of 14
SECTION 00 45 12
PREQUALIFICATION STATEMENT
Each Bidder for a City procurement is required to complete the information below by identifying the prequalified
contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed.
Major Work Type
Water Distribution,
Urban/Renewal, 12-inch
diamter and smaller
Sewer Collection System,
Urban/Renewal, 8-inches and
smaller
Contractor/Subcontractor Company Name
Jackson Construction, Ltd.
Jackson Construction, Ltd.
Sewer Pipe Enlargement, 12- Excel 4 Vo h%84'(o tt'oYN I L L C
inches and smaller
mspi edit r-dvrr iy
Construction/Reconstruction
(Less than 15,000 Square
Yorrlel
Prequalification
Expiration Date
4/30/2024
4/30/2024
IO/'��Z3
-eyno� aIS A� P�"l I� qrd Cons+rvt�('ch 5'r�0'%Z�
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are
currently prequalified for the work types listed.
BIDDER:
Jackson Construction, Ltd.
5112 Sun Valley Drive
Fort Worth, Texas 76119
0
By: Troy L. Jackson
��Ignature
Title: President
Date: Z ( Zo 2_
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 09/30/2021
Contract 2020 WSM-K -- 00 4100 Bid Proposal Workbook Addendum 5
FORTWORTH.
SECTION 00 45 13
PREQUALIFICATION APPLICATION
Date of Balance Sheet
Name under which you wish to qualify
Post Office Box
Street Address (required)
Telephone
Mark only one:
Individual
Limited Partnership
General Partnership
Corporation
Limited Liability Company
City State
City State
Fax Email
Texas Taxpayer Identification No.
Federal Employers Identification No.
DUNS No. (if applicable)
Zip Code
Zip Code
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 Dept - Water/sewer Work Category- TPW Paving Work Category- TPW Ped/Rdwy Lighting
i ohn.kasavich(a-%FortWorthTexas. aov Al icia.Garcia(a),fortworthtexas. eov cl int.hoover(-4ortworthtexas. Qov
Fort Worth Water Department Engineering and City of Fort Worth Transportation and Public City of Fort Worth TPW Transportation
Fiscal Services Division 200 Texas St. Fort Works Dept. 3741 SW Loop 820, Fort Worth, Management Attn: Clint Hoover, P.E. 5001
Worth, TX 76102 Texas 76133 Attn: Alicia Garcia James Ave. Fort Worth, TX 76115
*Financial Statements must be mailed. Mark the envelope: "Bidder Prequalification Application"
004513-2
BIDDER PREQUALIFICATION APPLICATION
Page 2 of 8
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 — 66" and greater, 350 LF and greater
_ Tunneling — 66" and greater, 350 LF or Less
_ 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
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised August 13, 2021
004513-3
BIDDER PREQUALIFICATION APPLICATION
Page 3 of
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
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised August 13, 2021
0045 13 - 4
BIDDER PREQUALIFICATION APPLICATION
Page 4 of 8
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
had:
(a) As a General Contractor:
construction work has your organization
(b) As a Sub -Contractor:
4. *What projects has your organization completed in Texas and elsewhere?
CLASS LOCATION
CONTRACT OF DATE CITY -COUNTY -
AMOUNT WORK COMPLETED STATE
*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?
NAME AND DETAILED
ADDRESS OF OFFICIAL TO
WHOM YOU REFER
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.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project 9103421
Revised August 13, 2021
004513-5
BIDDER PREQUALIFICATION APPLICATION
Page 5 of 8
8. In what other lines of business are you financially interested?
9. Have you ever performed any work for the City?
If so, when and to whom do you refer?
10. State names and detailed addresses of all producers from whom you have purchased principal
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?
PRESENT MAGNITUDE
POSITION OR YEARS OF AND TYPE OF IN WHAT
NAME OFFICE EXPERIENCE WORK 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.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised August 13, 2021
CORPORATION BLOCK
If a corporation:
Date of Incorporation
Charter/File No.
President
Vice Presidents
Secretary
Treasurer
LIMITED LIABILITY COMPANY BLOCK
If a corporation:
State of Incorporation
Date of organization
File No.
Officers or Managers (with titles, if any)
004513-6
BIDDER PREQUALIFICATION APPLICATION
Page 6 of 8
PARTNERSHIP BLOCK
If a partnership:
State of Organization
Date of organization
Is partnership general, limited, or registered limited
liability partnership?
File No. (if Limited
Partnership)
General Partners/Officers
Limited Partners (if applicable)
Individuals authorized to sign for Partnership
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 13, 2021
WATER & SANITARY SEWER REPLACEMENTS: WSM-K
City Project #103421
004513-7
BIDDER PREQUALIFICATION APPLICATION
Page 7 of 8
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
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ITEM DESCRIPTION
Various -
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 13, 2021
BALANCE SHEET
VALUE
TOTAL
WATER & SANITARY SEWER REPLACEMENTS: WSM-K
City Project #103421
0045 13 - 8
BIDDER PREQUALIFICATION APPLICATION
Page 8 of 8
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.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised August 13, 2021
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00 45 26 - 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of I
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No. 103421. Contractor further certifies that, pursuant to Texas Labor Code, Section
406,096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
worker's compensation coverage.
CONTRACTOR:
Jackson Construction, LTD By:
Company
�3 LMO -Alaf.L. Di/ ' Signature:
Address J
i V (/ Title:
City/State/ ip T
THE STATE OF TEXAS §
COUNTY OF TARRANT §
Troy L. Jackson
(Please Print)
Preside t
(Please Print)
BEFORE ME, the undersigned authority, on this day personally appeared
Troy L. Jackson , known to me to be the person whose name is
subscribed to the foregoing instrument and acknowledged to me that he/she executed the same as
the act and deed of President for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AN SEAL OF OFFICE this ► I J4 day of
�, , 20 :
Nicole McCollum • y CPA
My Co 0/30/20 Expires
10130/2026
Notary ID129952648 4)taryv Public in and for the State of Texas
END OF SECTION
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
00 45 40 - 1
Business Equity Goal
Pagel of 2
SECTION 00 45 40
Business Equity Goal
4 APPLICATION OF POLICY
5 If the total dollar value of the contract is $100,000 or more, then a Business Equity goal is applicable.
6 A Business Equity Firm refers to certified Minority-, and/or Women-, owned Business Enterprises
7 (M/WBEs).
9 POLICY STATEMENT
10 It is the policy of the City of Fort Worth to ensure the full and equitable participation of Business Equity
I 1 Firms when applicable, in the procurement of all goods and services. All requirements and regulations
12 stated in the City's Business Equity Ordinance. No.25165-10-2021, (replacing Ordinance No. 24534-11-
13 2020 (codified at: httvs://codelibrarv.amleaal.com/codes/ftworth/latest/ftworth tx/0-0-0-22593) apply to
14 this bid.
15
16 BUSINESS EOUITY PROJECT GOAL
17 The City's Business Equity goal on this project is 8% of the total bid value of the contract (Base bid
18 applies to Parks and Community Services).
19
20 METHODS TO COMPLY WITH THE GOAL
21 On City contracts where a Business Equity Goal is applied, offerors are required to comply with the City's
22 Business Equity Ordinance by meeting or exceeding the above stated goal or otherwise comply with the
23 ordinance through one of the following methods: 1. Commercially useful services performed by a
24 Business Equity prime contractor, 2. Business Equity subcontracting participation, 3. Combination
25 of Business Equity prime services and Business Equity subcontracting participation, 4. Business
26 Equity Joint Venture/Mentor-Prot6g6 participation, 5. Good Faith Effort documentation, or 6.
27 Prime contractor Waiver documentation.
28
29 SUBMITTAL OF REOUIRED DOCUMENTATION
30 Applicable documents (listed below) must be received by the Purchasing Division, OR the offeror shall
31 EMAIL the Business Equity documentation to the assigned City of Fort Worth Project Manager or
32 Department Designee. Documents are to be received no later than 2:00 p.m., on the third City
33 business day after the bid opening date, exclusive of the bid opening date.
34
35 The Offeror must submit one or more of the following documents:
36 1. Utilization Form and Letter(s) of Intent, if the goal is met or exceeded;
37 2. Good Faith Effort Form and Utilization Form, including supporting documentation, if
38 participation is less than stated goal, or no Business Equity participation is accomplished;
39 3. Prime Contractor Waiver Form, including supporting documentation, if the Offeror will perform
40 all subcontracting/supplier opportunities; or
41 4. Joint Venture/Mentor-Prot6g6 Form, if goal is met or exceeded with a Joint Venture or Mentor-
42 Prot6g6 participation.
43
44 These forms can be found at:
45 Business Equity Utilization Form and Letter of Intent
46 htt)s://avvs.fortworthtexas.Qov/ProiectResources/ResourcesP/60 - MWBE/Business Equity Utilization
47 Form DVIN 2022 220324.vdf
48
49 Letter of Intent
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WATER & SANITARY SEWER REPLACEMENTS: WSM-K
Revised October 27, 2021 City Project #10342I
004540-2
Business Equity Goal
Page 2 of 2
1 httns://avDs.fortworthtexas.L_ ov/Pro_iectResources/ResourcesP/60 - MWBE/Letter of Intent_DVIN
2 2021.Ddf
3
4 Business Equity Good Faith Effort Form
5 httvs://aDDs.fortworthtexas.gov/ProiectResources/ResourcesP/60 - MWBE/Good Faith Effort
6 Form DVIN 2022.ndf
7 _
8 Business Equity Prime Contractor Waiver Form
9 httvs://aDDS.fortworthtexas.eov/ProiectResources/ResourcesP/60 - MWBE/MWBE Prime Contractor
10 Waiver-220313.D_ df
I
12 Business Equity Joint Venture Form
13 httvs://avvs.fortworthtexas.gov/ProiectResources/ResourcesP/60 - MWBE/MWBE Joint
14 Venture 220225.Ddf
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FAILURE TO ACHIEVE THE GOAL OR OTHERWISE COMPLY WITH THE ORDINANCE WILL
RESULT IN THE BIDDER/OFFEROR BEING DECLARED NON -RESPONSIVE AND THE BID
REJECTED.
FAILURE TO SUBMIT THE REOUIRED BUSINESS EOUTY DOCUMENTATION OR OTHERWISE
COMPLY WITH THE ORDINANCE WILL RESULT IN THE BID BEING DECLARED NON-
RESPONSIVE, THE BID REJECTED AND MAY SUBJECT THE BIDDER/OFFEROR TO SANCTIONS
AS DESCRIBED IN SEC. 20-373 OF THE ORDINANCE.
For Questions, Please Contact The Business Equity Division of the Department of Diversity and
Inclusion at (817) 392-2674.
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WATER & SANITARY SEWER REPLACEMENTS: WSM-K
Revised October 27, 2021 City Project #103421
PART 1 - SECTION 00 52 43
AGREEMENT
00 52 43 - 1
Agreement
Page 1 of 6
THIS AGREEMENT, authorized on 12)1 Z- / �3 , is made by and between the City of Fort
Worth, a Texas hofne rule municipality, acting b and thf'ou h its duly authorized City Manager,
("City"), and Jackson Construction, My
authorized to do business in Texas, acting by and through its duly authorized representative,
("Contractor"). City and Contractor may jointly be referred to as Parties.
City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows:
Article 1. WORK
Contractor shall complete all Work as specified or indicated in the Contract Documents for the
Project identified herein.
Article 2. PROJECT
The project for which the Work under the Contract Documents may be the whole or only a part is
generally described as follows:
WATER & SANITARY SEWER IMPROVEMENTS: CONTRACT 2020 WSM-K
PROJECT NO. 103421
Article 3. CONTRACT PRICE
City agrees to pay Contractor for performance of the Work in accordance with the Contract
Documents an amount, in current fiends, of ten million. two hundred seventy-one thousand, one hundredswy-two Dollars
($ 101271,162,00 1. Contract price may be adjusted by change orders duly authorized by
the Parties.
Article 4. CONTRACT TIME
4.1 Final Acceptance.
The Work shall be complete for Final Acceptance within 600 days after the date when the
Contract Time commences to run, as provided in Paragraph 2.02 of the General Conditions,
plus any extension thereof allowed in accordance with Article 12 of the General Conditions.
4.2 Liquidated Dainages
Contractor recognizes that tithe is of the essence for completion of Milestones, if any, and
to achieve Final Acceptance of the Work and City and the public will suffer from loss of
use if the Work is not completed within the time(s) specified in Paragraph 4.1 above. The
Contractor also recognizes the delays, expense and difficulties involved in proving in a
legal proceeding, the actual loss suffered by the City if the Work is not completed on time.
Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated
damages for delay (but not as a penalty), Contractor shall pay City Eight Hundred Forty
Dollars ($840.00) for each day that expires after the time specified in Paragraph 4.1 for
Final Acceptance until the City issues the Final Letter of Acceptance.
CITY Or FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project V103421
Revised 8/22/2021
005243-2
Agreement
Page 2 of 6
Article 5. CONTRACT DOCUMENTS
5.1 CONTENTS:
A.The Contract Documents which comprise the entire agreement between City and
Contractor concerning the Work consist of the following:
1. This Agreement.
2. Attachments to this Agreement:
a. Bid Form
1) Proposal Form
2) Vendor Compliance to State Law Non -Resident Bidder
3) Prequalification Statement
4) State and Federal documents (project spec f c)
b. Current Prevailing Wage Rate Table
c. Insurance ACORD Form(s)
d. Payment Bond
e. Performance Bond
f. Maintenance Bond
g. Power of Attorney for the Bonds
h. Worker's Compensation Affidavit
i. MBE and/or SBE Utilization Form
3. General Conditions.
4. Supplementary Conditions.
5. Specifications specifically made a part of the Contract Documents by attachment or,
if not attached, as incorporated by reference and described in the Table of Contents
of the Project's Contract Documents,
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award,
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance,
Article 6. INDEMNIFICATION
6.1 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 anv 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.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project 4103421
Revised 8/22/2021
00 52 43 - 3
Agreement
Page 3 of 6
6.2 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 snecifically 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.
Article 7. MISCELLANEOUS
7.1 Terms.
Terms used in this Agreement which are defined in Article 1 of the General Conditions will
have the meanings indicated in the General Conditions.
7.2 Assignment of Contract.
This Agreement, including all of the Contact Documents may not be assigned by the
Contractor without the advanced express written consent of the City.
7.3 Successors and Assigns.
City and Contractor each binds itself, its partners, successors, assigns and legal
representatives to the other party hereto, in respect to all covenants, agreements and
obligations contained in the Contract Documents.
7.4 Severability/Non-Waiver of Claims.
Any provision or part of the Contact Documents held to be unconstitutional, void or
unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
remaining provisions shall continue to be valid and binding upon City and Contractor.
The failure of City or Contractor to insist upon the performance of any term or provision of
this Agreement or to exercise any right granted herein shall not constitute a waiver of City's
or Contractor's respective right to insist upon appropriate performance or to assert any such
right on any future occasion.
7.5 Governing Law and Venue.
This Agreement, including all of the Contract Documents is performable in the State of
Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
Northern District of Texas, Fort Worth Division.
7.6 Authority to Sign.
Contractor shall attach evidence of authority to sign Agreement if signed by someone other
than the duly authorized signatory of the Contractor.
7.7 Non -appropriation of Funds.
In the event no funds or insufficient funds are appropriated by City in any fiscal period for
any payments due hereunder, City will notify Vendor of such occurrence and this Agreement
shall terminate on the last day of the fiscal period for which appropriations were received
without penalty or expense to City of any kind whatsoever, except as to the portions of the
payments herein agreed upon for which funds have been appropriated.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised 8/22/2021
005243-4
Agreement
Page 4 of 6
7.8 Prohibition On Contracts With Companies Boycotting Israel.
Contractor, unless a sole proprietor, acknowledges that in accordance with Chapter 2271 of
the Texas Government Code, if Contractor has 10 or more full time -employees and the
contract value is $100,000 or more, the City is prohibited from entering into a contract with
a company for goods or services unless the contract contains a written verification from the
company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of
the contract. The terms "boycott Israel" and "company" shall have the meanings ascribed to
those terms in Section 808.001 of the Texas Government Code. By signing this contract,
Contractor certifies that Contractor's signature provides written verification to the
City that if Chapter 2271, Texas Government Code applies, Contractor: (1) does not
boycott Israel; and (2) will not boycott Israel during the term of the contract.
7.9 Prohibition on Boycotting Energy Companies.
Contractor acknowledges that in accordance with Chapter 2274 of the Texas Government
Code -(as added by Acts 2021, 87th Leg., R.S., S.B. 13, § 2), the City is prohibited from
entering into a contract for goods or services that has a value of $100,000 or more, which
will be paid wholly or partly from public funds of the City, with a company (with 10 or more
full-time employees) unless the contract contains a written verification from the company
that it: (1) does not boycott energy companies; and (2) will not boycott energy companies
during the term of the contract. The terms "boycott energy company" and "company" have
the meaning ascribed to those terms by Chapter 2274 of the Texas Government Code (as
added by Acts 2021, 87th Leg., R,S., S.B. 13, § 2). To the extent that Chapter 2274 of the
Government Code is applicable to this Agreement, by signing this Agreement,
Contractor certifies that Contractor's signature provides written verification to the
City that Contractor: (1) does not boycott energy companies; and (2) will not boycott
energy companies during the term of this Agreement.
7.10 Prohibition on Discrimination Against Firearm and Ammunition Industries.
Contractor acknowledges that except as otherwise provided by Chapter 2274 of the Texas
Government Code (as added by Acts 2021, 87th Leg., R.S., S.B. 19, § 1), the City is
prohibited from entering into a contract for goods or services that has a value of $100,000 or
more which will be paid wholly or partly from public funds of the City, with a company (with
10 or more full-time employees) unless the contract contains a written verification from the
company that it: (1) does not have a practice, policy, guidance, or directive that discriminates
against a firearm entity or firearm trade association; and (2) will not discriminate during the
term of the contract against a firearm entity or firearm trade association. The terms
"discriminate," "firearm entity" and "firearm trade association" have the meaning ascribed
to those terms by Chapter 2274 of the Texas Government Code (as added by Acts 2021, 87th
Leg., R.S., S.B. 19, § 1). To the extent that Chapter 2274 of the Government Code is
applicable to this Agreement, by signing this Agreement, Contractor certifies that
Contractor's signature provides written verification to the City that Contractor: (1)
does not have a practice, policy, guidance, or directive that discriminates against a
firearm entity or firearm trade association; and (2) will not discriminate against a
firearm entity or firearm trade association during the term of this Agreement.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project 11103421
Revised 8/22/2021
00 52 43 - 5
Agreement
Page 5 of6
7.11 Immigration Nationality Act.
Contractor shall verify the identity and employment eligibility of its employees who perform
work under this Agreement, including completing the Employment Eligibility Verification
Fond (I-9). Upon request by City, Contractor shall provide City with copies of all I-9 forms
and supporting eligibility documentation for each employee who performs work under this
Agreement. Contractor shall adhere to all Federal and State laws as well as establish
appropriate procedures and controls so that no services will be performed by any Contractor
employee who is not legally eligible to perform such services. CONTRACTOR SHALL
INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES,
LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY
CONTRACTOR, CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS,
AGENTS, OR LICENSEES. City, upon written notice to Contractor, shall have the right
to immediately terminate this Agreement for violations of this provision by Contractor.
7.12 No Third -Party Beneficiaries.
This Agreement gives no rights or benefits to anyone other than the City and the Contractor
and there are no third -party beneficiaries.
7.13 No Cause of Action Against Engineer.
Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their
sureties, shall maintain no direct action against the Engineer, its officers, employees, and
subcontractors, for any claim arising out of, in connection with, or resulting fiom the engineering
services performed. Only the City will be the beneficiary of any undertaking by the Engineer.
The presence or duties of the Engineer's personnel at a construction site, whether as on -site
representatives or otherwise, do not make the Engineer or its personnel in any way
responsible for those duties that belong to the City and/or the City's construction contractors
or other entities, and do not relieve the construction contractors or any other entity of their
obligations, duties, and responsibilities, including, but not limited to, all construction
methods, means, techniques, sequences, and procedures necessary for coordinating and
completing all portions of the construction work in accordance with the Contract Documents
and any health or safety precautions required by such construction work. The Engineer and
its personnel have no authority to exercise any control over any construction contractor or
other entity or their employees in connection with their work or any health or safety
precautions.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised 8/22/2021
005243-6
Agreement
Page 6 of 6
IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective
as of the date subscribed by the City's designated Assistant City Manager ("Effective Date").
Contractor:
Jackson Construction, LTD
By:
S' natur/e
Troy L. Jackson
(Printed Name)
President
Title
City of Fort Worth
Dana Burghdoff,
Assistant City Manager
Jan 10, 2024
Date
Attest:
t5l i s SLAn Valli
.
Address J nnette Goodall, City Secretary
AIA
City/State/Zip J (Seal)
I0a I a M&C: 23-1081
Date Date: 12/ 12/23
Form 1295 No.: 2023-1089189
FFFLRECORD
CRETARY
FT. WORTH, TX
Contract Compliance Manager:
By signing, I acknowledge that I am the
person responsible for the monitoring and
administration of this contract, including
ensuring all performance and reporting
requirements.
0—d 0_2
Brenda Oropeza, P.E.
Project Manager
Approved as to Form and Legality:
9C�a�
Douglas W. Black
Sr. Assistant City Attorney
APPROVAL RECOMMENDED:
chti(GOl hel- fi (fk2Y
Ch,,rt pher Hard jJa 5,202409:01 CST)
Christopher P. Harder, Director
Water Department
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project 4103421
Revised 8/22/2021
0061 13 - 1
PERFORMANCE BOND
Page 1 of 2
Bond #1103997
1 SECTION 00 61 13
2 PERFORMANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7
8 That we Jackson Construction, Ltd. , known as
9 "Principal" herein and The Hanover Insurance Company , a corporate
10 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as
11 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a
12 municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal
Ten Million Two Hundred Seventy One Thousand
13 sum of, One Hundred Sixty Two & 00/100 Dollars
14 (S 10,271,162.00 ), lawful money of the United States, to be paid in Fort Worth,
15 Tarrant County, Texas for the payment of which sum well and truly to be made, we bind
16 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,
17 firmly by these presents.
18 WHEREAS, the Principal has entered into a certain written contract with the City
19 awarded the day of - C6 _1 ✓ 20_aXhich Contract is hereby referred to and
20 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment
21 labor and other accessories defined by law, in the prosecution of the Work, including any Change
22 Orders, as provided for in said Contract designated as WATER & SANITARY SEWER
23 REPLACEMENTS: CONTRACT 2020 WSM-K, City Project No. 103421.
24 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
25 shall faithfully perform it obligations under the Contract and shall in all respects duly and
26 faithfully 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.
30 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
31 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
32 Worth Division.
CITY OF FORT WORTH WATER & SANrrARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
006113-2
PERFORMANCE BOND
Page 2 of 2
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
5 this instrument by duly authorized agents and officers on this the I Z `day of
6 Decoh b«o .2;
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
ATTEST::
0TE1 A
(Principal) Secretary
1� At�t ML
Witness as to Principal
Witness as to Surety MK C wley
PRINCIPAL:
Jackson Construction, Ltd.
BY:�s z/,4�
Signdture l
Troy L Jackson, President
Name and Title
Address: 5112 Sun Valley Drive
Fort Worth, TX 76119
SURETY:
The Hanover Insurance Comp ny
BY:
tune
Jack M Crowley, Attorney in Fact
Name and Title
Address: 500 N Akard Street, #4300
Dallas, TX 75201
Telephone Number: 972-385-9800
*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 different from 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 WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project 4103421
Revised July 1, 2011
0061 14 - 1
PAYMENT BOND
Page 1 of 2
1 SECTION 00 6114 Bond #1103997
2 PAYMENT BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7
Jackson Construction, Ltd.
8 That we, .known as
9 "Principal" herein, and The Hanover Insurance Company
.a
10 corporate surety (sureties), duly authorized to do business in the State of Texas, known as
11 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a
12 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein,
Ten Million Two Hundred Seventy One Thousand
13 in the penal sum of One Hundred Sixty Two & 00/100 Dollars
14 (S 10,271,162.00 ), lawful money of the United States, to be paid in Fort Worth,
15 Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves,
16 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these
17 presents:
18 WHEREAS, Principal has entered into a certain written Contract with City, awarded the
19 day of _D C '� %i�ii✓ , 20_a which Contract is hereby referred to and
20 made a part hereof for all purposes as if fully set forth herein, to fiunish all materials, equipment,
21 labor and other accessories as defined by law, in the prosecution of the Work as provided for in
22 said Contract and designated as WATER & SANITARY SEWER REPLACEMENTS:
23 CONTRACT 2020 WSM-K, City Project No. 103421.
24 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
25 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
26 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
27 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
28 force and effect.
29 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
30 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
31 accordance with the provisions of said statute.
32
CrrY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
00 61 14 - 2
PAYMENT BOND
Page 2 of 2
1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
2 this instrument by duly authorized agents and officers on this the day of
3 ,eC�.20
4
5
6
7
8
9
10
11
12
ATTEST:
(Principal) Secretary
L
the is as to Principal
ATTEST:
rIA4 ( .,
(Surety) Spy
Witness to Surety MK Crgrley
PRINCIPAL:
Jackson Construction, Ltd.
BY -
Troy L Jackson, President
Name and Title
Address: 5112 Sun Valley Drive
Fort Worth, TX 76119
SURETY:
The Hanover Insurance Company
BY:
Sign
Jack M Crowley, Attorney in Fact
Name and Title
Address: 500 N Akard Street, #4300
Dallas, TX 75201
Telephone Number. 972-385-9800
Note: If signed by an officer of the Surety, there must be on file a certified extract from 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.
The date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
CITY OF FORT WORTH WATER dt SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City PtoiM #103421
Revised July 1, 2011
00 61 19 - 1
MAINTENANCE BOND
Page 1 of 3
Bond #1103997
1
SECTION 00 6119
2
MAINTENANCE BOND
3
4 THE STATE OF TEXAS
§
5
§ KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT
§
7
8 That we Jackson Construction, Ltd. , known as
9 "Principal" herein and The Hanover Insurance Company , a corporate surety
10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as
11 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a
12 municipal corporation created ursuant to the laws of the State of Texas, known as "City"herein,
Ten Million Two Hundred Seventy One Thousand
13 in the sum of One Hundred Sixty Two & 00/100 Dollars
14 ($ 10,271,162.00 ), lawful money of the United States, to be paid in Fort Worth,
15 Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its
16 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly
17 and severally, firmly by these presents.
18
19 WHEREAS, the Principal has entered into a certain written contract with the City awarded
20 the day of �L�iLI' Irl� .20 _gvhich Contract is hereby
21 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all
22 materials, equipment labor and other accessories as defined by law, in the prosecution of the
23 Work, including any Work resulting from a duly authorized Change Order (collectively herein,
24 the "Work") as provided for in said contract and designated as WATER & SANITARY SEWER
25 REPLACEMENTS: CONTRACT 2020 WSM-K, City Project No. 103421; and
26
27 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
28 accordance with the plans, specifications and Contract Documents that the Work is and will
29 remain free from defects in materials or workmanship for and during the period of two (2) years
30 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
31
32 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
33 upon receiving notice from the City of the need therefor at any time within the Maintenance
34 Period.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1. 2011
006119-2
MAINTENANCE BOND
Page 2 of 3
1
2 NOW THEREFORE, the condition of this obligation is such that if Principal shall
3 remedy any defective Work, for which timely notice was provided by City, to a completion
4 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in
5 full force and effect.
6
7 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
8 noticed defective Work, it is agreed that the City may cause any and all such defective Work to
9 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and
10 the Surety under this Maintenance bond; and
11
12 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
13 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
14 Worth Division; and
15
16 PROVIDED FURTHER, that this obligation shall be continuous in nature and
17 successive recoveries may be had hereon for successive breaches.
18
19
20
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
006119-3
MAINTENANCE BOND
Page 3 of 3
IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
instrument by duly authorized agents and officers on this the ) Z day of
Ir . 20__L7
5
6
7
8
9
10
11 ATTEST:
12 OkA13
14 (Principal) Secretary
15
16
18
17 11 V l
19
20 itn s as to Principal
21
22
23
24
25
26
27
28
29 ATTEST:
PRINCIPAL:
Jackson Construction, Ltd.
BY://���
Sigfiature
Troy L Jackson, President
Name and Title
Address: 5112 Sun Valley Drive
Fort Worth, TX 76119
SURETY: The Hanover Insurance Company
BY:
Sign
Jack M Crowley, Attorney in F t
Name and Title
30
31 Address: 500 N Akard Street, #4300
32 (SuCn
'/
33 Uwas, i x i5zui
34 �C i�/, lam, 972-385-9800
35 Witness as to Surety MK owley Telephone Number.
36
37 *Note: If signed b an officer of the Surety Company, there must be on file a certified extract
38 from the by-laws showing that this person has authority to sign such obligation. If
39 Surety's physical address is different from its mailing address, both must be provided.
40 The date of the bond shall not be prior to the date the Contract is awarded.
41
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City ProjM #103421
Revised July 1, 2011
THE HANOVER INSURANCE COMPANY
MASSACHUSETTS BAY INSURANCE COMPANY
CITIZENS INSURANCE COMPANY OF AMERICA
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.
KNOW ALL PERSONS BY THESE PRESENTS:
ThatTHE HANOVER INSURANCE COMPANY and MASSACH USETTS BAY INSURANCE COMPANY, both being corporations organized and existing underthe
laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of
Michigan, (hereinafter individually and collectively the "Company') does hereby constitute and appoint,
Jack M. Crowley, Laurie Pflug , and/or Holly Clevenger
Of Willis Towers Watson Insurance Services West, Inc of Dallas, TX each individually, if there be more than one named, as its true and lawful attorney(s)-in-fact
to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, any and all surety bonds,
recognizances, undertakings, or other surety obligations. The execution of such surety bonds, recognizances, undertakings or surety obligations, in pursuance of
these presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company, in their own
proper persons. Provided however, that this power of attorney limits the acts of those named herein; and they have no authority to bind the Company except in the
manner stated and to the extent of any limitation stated below:
Any such obligations in the United States, not to exceed Fifty Million and No/100 ($50,000,000) in any single instance
Thatthis power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company, and said Resolutions
remain in full force and effect:
RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to
appoint Attorneys -in -fact of the Company, in its name and as it acts, to execute and acknowledge for and on its behalf as surety, any and all bonds,
recognizances, contracts of indemnity, waivers of citation and all otherwritings obligatory in the nature thereof, with powerto attach thereto the seal ofthe
Company. Any such writings so executed by such Attorneys -in -fact shall be binding upon the Company as if they had been duly executed and
acknowledged by the regularly elected officers of the Company in their own proper persons.
RESOLVED: That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and
executed by the President or Vice President in conjunction with any Vice President of the Company, shall be binding on the Companyto the same extent
as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile. (Adopted October7,1981—
The Hanover Insurance Company; Adopted April 14,1982 — Massachusetts Bay Insurance Company; Adopted September 7, 2001—Citizens Insurance
Company of America and affirmed by each Company on March 24, 2014)
IN WITN ESS WH EREOF, TH E HANOVER INSU RANCE COM PANY, MASSACH USETTS BAY INSURANC E COM PANY and CITIZENS INSURANCE COM PANY
OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by two Vice Presidents, this 12th day of September,
2023
tell ae' 6EAl�i
The Hanover Insurance Caaapaay
Massachosetts May Insurance Compaq
Citisem Insurance CompnaytfAmerica
—OAM4 444MiA
J17a K Kswkrckt, Vkv larvollcliont
STATE OFCONNECTICUT )
COUNTY OF HARTFORD ) ss.
7'be Hawwcr Insurance Company
hm"Is Mr lasuraaee Company
Insurance Company of Amerka
lien M. Mendosa, Vice President
On this 121h day of September, 2023 before me came the above named Executive Vice President and Vice President of The Hanover Insurance Company,
Massachusetts Bay Insurance Company and Citizens Insurance Company ofAmerica, to me personally known to be the individuals and officers described herein,
and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay Insurance
Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and
subscribed to said instrument by the authority and direction of said Corporations.
Wendy Latoumes -
N tpry Pick, &* of Connec6wt
IMW MY Chan E**3 July 31. 2025
Y1►l oup tesr iWitfy
My commission ex ifss July 31, 2025
I, the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America,
hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify
that the said Powers of Attorney are still in force and effect.
GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this day of
CERTIFIED COPY
iie�laarran��Anwla
ha
The
Hanover The Hanover Insurance Company 1440 Lincoln Street, Worcester, MA 01653
Insurance Group® Citizens Insurance Company of America 1 645 West Grand River Avenue, Howell, MI 48843 Texas Complaint Notice
IMPORTANT NOTICE AVISO IMPORTANTE
To obtain information or make a complaint:
You may call The Hanover Insurance Company/Citizens
Insurance Company of America's toll -free telephone
number for information or to make a complaint at:
1-800-608-8141
Para obtener informacion o para someter una queja:
Usted puede Ilamar al numero de telefono gratis de The
Hanover Insurance Company/Citizens Insurance Company
of America's para informacion o para someter una queja al:
1-800-608-8141
You may also write to The Hanover Insurance Company/ Usted tambien puede escribir a The Hanover Insurance
Citizens Insurance Company of America at: Company/Citizens Insurance Company of America al:
440 Lincoln Street
Worcester, MA 01615
You may contact the Texas Department of Insurance to
obtain information on companies, coverages, rights or
complaints at:
1-800-252-3439
You may write the Texas Department of Insurance:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://vwvw.tdi.texas.gov
E-mail: ConsumerProtection@tdi.state.tx.us
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your premium or
about a claim you should contact the agent or the com-
pany first. If the dispute is not resolved, you may contact
the Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR POLICY: This notice is
for information only and does not become a part or con-
dition of the attached document.
440 Lincoln Street
Worcester, MA 01615
Puede comunicarse con el Departamento de Seguros de
Texas para obtener informacion acerca de companias,
coberturas, derechos o quejas al:
1-800-252-3439
Puede escribir al Departamento de Seguros de Texas:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.texas.gov
E-mail: ConsumerProtection@tdi.state.b(.us
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiene una disputa concemiente a su prima o a un rec-
lamo, debe comunicarse con el agente o la compania
primero. Si no se resuelve la disputa, puede entonces
comunicarse con el departamento (TDI).
UNA ESTE AVISO A SU POLIZA: Este aviso es solo para
proposito de informacion y no se convierte en parte o
condicion del documento adjunto.
181-1457 (5/12)
STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 82'iJ I
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Page
Article l—Definitions and Terminology ----.---------.---------.----.—.-------..l
LOlDeffiedTerms ............................................................................................................................... l
1.02 Terminology -----'-----'----.—'-----'--'-----''.----.'—'''—''.'''—h
Article2—Preliminary Matters ......................................................................................................................... 7
2-01 Copies VfDocuments .................................................................................................................... 7
2.02 Commencement VfContract Time; Notice 1VProceed ................................................................ 7
2-03 Starting the Work .......................................................................................................................... 8
2-04 Before Starting
Construction ........................................................................................................ 0
2`85 [»recVostnuctioozConference .......................................................................................................... 8
2-06 Public Meeting .----'.''''.''—.''.---_''''---'---'.--''--''—'--'----'--8
Article 3—Contract Documents: Intent, Amending, Reuse ............................................................................ 0
3.01 lD1coL----''--'--'—..'--'--'''—''.—''.......'--'.—'--'—'—..--'---8
IO2Reference Standards ...................................................................................................................... 9
3.03 Reporting and Resolving Discrepancies ....................................................................................... 9
3.04 Amending and Supplementing
Contract Documents ................................................................. lO
3.05 Reuse VfDocuments ................................................................................................................... lO
Article 4—Availability mfLands; Subsurface and PHazardous Environmental
Conditions; Reference Points ........................................................................................................... ll
4`01 Availability ofLands .................................................................................................................. ll
4`02 Subsurface and Physical Conditions .---.----_—_----.-------------..l2
4`03 Differing Subsurface orPhysical Conditions ----.---.-.-----_—_-------.l2
4`04 Underground Facilities ............................................................................................................... l3
4`05 Reference Points ......................................................................................................................... l4
Article 5 —Bmods and Insurance -----.----''-.'---.—.'---'--'-''-'-''-'-'-_---.--_-'--.-'--. 16
5.81 Licensed Sureties and Insurers ................................................................................................... l6
5.02 Performance, Payment, and Maintenance Bonds ....................................................................... lh
5.83 Certificates ofInsurance ............................................................................................................. l6
5.04 Contractor's Insurance ................................................................................................................ l0
Article 6—Contractor's Responsibilities .---_—.—..__.'--_—_—.---.—..—_.--.—..----.l9
fiO/ Supervision and Superintendence -----''.—'—.---'—''--'-'--'—'—.---'--'—'.l9
CITY orFORT WORTH
STANDARD CONSTRUCTION xPEo/rm^rmw oncoMswro
602
Labor; FIouru--._—'----'--.'''—'--'----'—.—_—'--''---'-2O
603
Services, Materials, and Equipment........................................................................................... 2O
6.04
Project Schedule ..........................................................................................................................
2l
6.05
Substitutes and ^ ,,....................................................................................................... 2l
606
Concerning Subcontractors, Suppliers,and Others
.................................................................... 24
607
Wage Rates .—..'-''''—'''--'--'—'.'—'''--'—'.'--'_'.'_'.''.—'--'—'.'''''''25
6.08
Patent Fees and Royalties --.------'.—'—'.''.----''.—'—''.'.----'.'.''.---'.26
609
Pen -nits and Utilities ....................................................................................................................
27
610
Laws and Regulations -----.—.—'--.—'''—'--''.'—''—'--'--'--'—''.—'''27
6.11
Taxes ...........................................................................................................................................
28
6.12
Use ofSite and Other Areas .......................................................................................................
28
6.13
Record Documents ......................................................................................................................
29
614
Safety and Protection ..................................................................................................................
29
6.15
Safety Representative ..................................................................................................................
3O
6.16
Hazard Communication Programs ---.------------------------.--..3O
6.17
Emergenciesand/or Rectification ..----_---'----.—.----'—_---._—.--.3O
610
Submittals ....................................................................................................................................
3l
6`19
Continuing the Work .—.--_—'—''''''''--.'—'''-''''—'''-'''''.—'''—'''—'''''.---32
6.20
Contractor's General Warranty and Guarantee ..........................................................................
32
6.21
Indemnification ---------_—.-------.-----.---_.--.—_---._-33
6.22
Delegation ofProfessional DesignServices .............................................................................. 34
623
Right k)Audit ----._'—'''--'--'—'.'-----''—'.'--'_'''-''.'--'--_----34
624
Nondiscrimination ..-----.—'.'--'--'--''.—'--'--''--'_'''—'---'--'—'35
Article7—Other Work atthe Site ................................................................................................................... 35
7'01 Related Work utSite ................................................................................................................... 35
Article 0—Citv`uResponsibilities --------'--'--'----'---.—'—'.'—'—'--'--'—'36
0.01 Communications UnContractor ................................................................................................... 36
0.02 Furnish Data ................................................................................................................................ 36
8.03 Pay When Due ............................................................................................................................ 36
8.04 Lands and Easements; Reports and Tests ................................................................................... 36
0.05 Change Orders ............................................................................................................................. 36
8.06 Inspections,
Tests, and Approvals .---'-.—'—'''''—'—'''-.'.'--''''.''—''-''''-''—.3b
0.07 Limitations onCity,u Responsibilities ----_---_----___.—.—..—_--__'_...37
0.00 Undisclosed Hazardous Environmental Condition .................................................................... 37
0.09 Compliance
with Safety Program -----'--'—.---'----'--'--'—'.'--'--37
Article 9—City'u Observation Status During Construction ----.------._—.----..--.—.--.37
9.01 Citn,u Project
.....----'--'----''.'.-'.—'—'''--'--'--'----'37
9.02 Visits t0Site ................................................................................................................................ 37
9.03 Authorized Variations inWork .................................................................................................. 30
5iO4 Rejecting Defective Work .......................................................................................................... 38
9.05 Determinations for Work Performed .......................................................................................... 30
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 38
CITY OF FORT WORTH
STANDARD CONSTRUCTION macmnATmm DOcomnwrm
Article 10 - Changes in the Work; Claims; Extra Work ................................................................................ 38
10.01 Authorized Changes in the Work ............................................................................................... 38
10.02 Unauthorized Changes in the Work ........................................................................................... 39
10.03 Execution of Change Orders ....................................................................................................... 39
10.04 Extra Work .................................................................................................................................. 39
10.05 Notification to Surety .................................................................................................................. 39
10.06 Contract Claims Process ............................................................................................................. 40
Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ......................41
11.01 Cost of the Work .........................................................................................................................
41
11.02 Allowances ..................................................................................................................................
43
11.03 Unit Price Work .......................................................................................................................... 44
11.04 Plans Quantity Measurement ......................................................................................................
45
Article 12 - Change of Contract Price; Change of Contract Time .................................................................
46
12.01 Change of Contract Price ............................................................................................................
46
12.02 Change of Contract Time ............................................................................................................
47
12.03 Delays ..........................................................................................................................................
47
Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ......................
48
13.01 Notice of Defects ........................................................................................................................
48
13.02 Access to Work ...........................................................................................................................
48
13.03 Tests and Inspections ..................................................................................................................
48
13.04 Uncovering Work ........................................................................................................................
49
13.05 City May Stop the Work .............................................................................................................
49
13.06 Correction or Removal of Defective Work ................................................................................
50
13.07 Correction Period ........................................................................................................................
50
13.08 Acceptance of Defective Work ...................................................................................................
51
13.09 City May Correct Defective Work .............................................................................................
51
Article 14 - Payments to Contractor and Completion ....................................................................................
52
14.01 Schedule of Values ...................................................................................................................... 52
14.02 Progress Payments ......................................................................................................................
52
14.03 Contractor's Warranty of Title ...................................................................................................
54
14.04 Partial Utilization ........................................................................................................................
55
14.05 Final Inspection ...........................................................................................................................
55
14.06 Final Acceptance .........................................................................................................................
55
14.07 Final Payment ..............................................................................................................................
56
14.08 Final Completion Delayed and Partial Retainage Release ........................................................
56
14.09 Waiver of Claims .........................................................................................................................
57
Article 15 - Suspension of Work and Termination ........................................................................................ 57
15.01 City May Suspend Work ............................................................................................................. 57
15.02 City May Terminate for Cause ................................................................................................... 58
15.03 City May Terminate For Convenience ....................................................................................... 60
Article16 - Dispute Resolution ...................................................................................................................... 61
16.01 Methods and Procedures ............................................................................................................. 61
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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Articlel7—
Miscellaneous ..............................................................................................................................
62
17'01
Giving Notice ..............................................................................................................................
6%
17.02
Computation nf7bzu:n —.—..--'-''.'—'.'--'—'.'--'--'--'''—'----'-.----62
17.03
Cumulative Remedies .................................................................................................................
62
17.04
Survival of0bligations.—.—.—.__—_'—_---.-----'''---_.—'--.-_-..--..63
17.05
Headings ---..'--.'—_--_'--'--'--_''.—'_'---.'__'—'''_'.'-.-'--_'___63
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ARTICLE 1— DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below
have the meanings indicated which are applicable to both the singular and plural thereof, and
words denoting gender shall include the masculine, feminine and neuter. Said terms are generally
capitalized or written in italics, but not always. When used in a context consistent with the
definition of a listed -defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify,
correct, or change the Bidding Requirements or the proposed Contract Documents.
2. Agreement —The written instrument which is evidence of the agreement between City and
Contractor covering the Work.
3. Application for Payment —The form acceptable to City which is to be used by Contractor
during the course of the Work in requesting progress or final payments and which is to be
accompanied by such supporting documentation as is required by the Contract Documents.
4. Asbestos Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United States
Occupational Safety and Health Administration.
5. Award — Authorization by the City Council for the City to enter into an Agreement.
6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the
prices for the Work to be performed.
7. Bidder —The individual or entity who submits a Bid directly to City.
8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents
(including all Addenda).
9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid
security of acceptable form, if any, and the Bid Form with any supplements.
10. Business Day — A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
11. CalendarDay —A day consisting of 24 hours measured from midnight to the next midnight.
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12. Change Order —A document, which is prepared and approved by the City, which is signed
by Contractor and City and authorizes an addition, deletion, or revision in the Work or an
adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date
of the Agreement.
13. City— The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and
chartered under the Texas State Statutes, acting by its governing body through its City
Manager, his designee, or agents authorized under his behalf, each of which is required by
Charter to perform specific duties with responsibility for final enforcement of the contracts
involving the City of Fort Worth is by Charter vested in the City Manager and is the entity
with whom Contractor has entered into the Agreement and for whom the Work is to be
performed.
14. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or
his duly authorized representative.
15. City Council - The duly elected and qualified governing body of the City of Fort Worth,
Texas.
16. City Manager — The officially appointed and authorized City Manager of the City of Fort
Worth, Texas, or his duly authorized representative.
17. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of
Contract Price or Contract Time, or both, or other relief with respect to the terms of the
Contract. A demand for money or services by a third party is not a Contract Claim.
18. Contract —The entire and integrated written document between the City and Contractor
concerning the Work. The Contract contains the Agreement and all Contract Documents and
supersedes prior negotiations, representations, or agreements, whether written or oral.
19. Contract Documents —Those items so designated in the Agreement. All items listed in the
Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and
the reports and drawings of subsurface and physical conditions are not Contract Documents.
20. Contract Price —The moneys payable by City to Contractor for completion of the Work in
accordance with the Contract Documents as stated in the Agreement (subject to the provisions
of Paragraph 11.03 in the case of Unit Price Work).
21. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve
Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance.
22. Contractor —The individual or entity with whom City has entered into the Agreement.
23. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition.
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24. Damage Claims — A demand for money or services arising from the Project or Site from a
third party, City or Contractor exclusive of a Contract Claim.
25. Day or day— A day, unless otherwise defined, shall mean a Calendar Day.
26. Director of Aviation — The officially appointed Director of the Aviation Department of the
City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
27. Director of Parks and Community Services — The officially appointed Director of the Parks
and Community Services Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
28. Director of Planning and Development — The officially appointed Director of the Planning
and Development Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
29. Director of Transportation Public Works — The officially appointed Director of the
Transportation Public Works Department of the City of Fort Worth, Texas, or his duly
appointed representative, assistant, or agents.
30. Director of Water Department — The officially appointed Director of the Water Department
of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
31. Drawings —That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by Contractor.
Submittals are not Drawings as so defined
32. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes
effective, but if no such date is indicated, it means the date on which the Agreement is signed
and delivered by the last of the two parties to sign and deliver.
33. Engineer —The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the City.
34. Extra Work — Additional work made necessary by changes or alterations of the Contract
Documents or of quantities or for other reasons for which no prices are provided in the Contract
Documents. Extra work shall be part of the Work.
35. Field Order —A written order issued by City which requires changes in the Work but which
does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer.
Field Orders are paid from Field Order Allowances incorporated into the Contract by funded
work type at the time of award.
36. Final Acceptance — The written notice given by the City to the Contractor that the Work
specified in the Contract Documents has been completed to the satisfaction of the City.
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GENERAL CONDITION S
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37. Final Inspection — Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
38. General Requirements —Sections of Division 1 of the Contract Documents.
39. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs,
Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or
circumstances that may present a substantial danger to persons or property exposed thereto.
40. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or
possesses one or more hazardous characteristics as defined in the federal waste regulations,
as amended from time to time.
41. Laws and Regulations —Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
Jurisdiction.
42. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
43. Major Item — An Item of work included in the Contract Documents that has a total cost equal
to or greater than 5% of the original Contract Price or $25,000 whichever is less.
44. Milestone —A principal event specified in the Contract Documents relating to an intermediate
Contract Time prior to Final Acceptance of the Work.
45. Notice of Award —The written notice by City to the Successful Bidder stating that upon
timely compliance by the Successful Bidder with the conditions precedent listed therein, City
will sign and deliver the Agreement.
46. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the
Contract Time will commence to run and on which Contractor shall start to perform the Work
specified in Contract Documents.
47. PCBs —Polychlorinated biphenyls.
48. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard
conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square
inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and
oil mixed with other non -Hazardous Waste and crude oils.
49. Plans — See definition of Drawings.
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50. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor's plan to accomplish the Work within the Contract Time.
51. Project —The Work to be performed under the Contract Documents.
52. Project Manager —The authorized representative of the City who will be assigned to the
Site.
53. Public Meeting — An announced meeting conducted by the City to facilitate public
participation and to assist the public in gaining an informed view of the Project.
54. Radioactive Material —Source, special nuclear, or byproduct material as defined by the
Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time.
55. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
56. Samples —Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
57. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related construction
activities.
58. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions
of the Contract Price to various portions of the Work and used as the basis for reviewing
Contractor's Applications for Payment.
59. Site —Lands or areas indicated in the Contract Documents as being furnished by City upon
which the Work is to be performed, including rights -of -way, permits, and easements for access
thereto, and such other lands furnished by City which are designated for the use of Contractor.
60. Specifications —That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and certain
administrative requirements and procedural matters applicable thereto. Specifications may be
specifically made a part of the Contract Documents by attachment or, if not attached, may be
incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each
Project.
61. Subcontractor —An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
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STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS
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GENERAL CONDITION S
Page 6 of 63
62. Submittals —All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by Contractor
to illustrate some portion of the Work.
63. Substantial Completion — The stage in the progress of the Project when the Work is
sufficiently complete in accordance with the Contract Documents for Final Inspection.
64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City
makes an Award.
65. Superintendent— The representative of the Contractor who is available at all times and able
to receive instructions from the City and to act for the Contractor.
66. Supplementary Conditions —That part of the Contract Documents which amends or
supplements these General Conditions.
67. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a
direct contract with Contractor or with any Subcontractor to furnish materials or equipment
to be incorporated in the Work by Contractor or Subcontractor.
68. Underground Facilities All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasemerrts
containing such facilities, including but not limited to, those that convey electricity, gases,
steam, liquid petroleum products, telephone or other communications, cable television,
water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.
69 Unit Price Work —See Paragraph 11.03 of these General Conditions for definition.
70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
71. Work —The entire construction or the various separately identifiable parts thereof required to
be provided under the Contract Documents. Work includes and is the result of performing or
providing all labor, services, and documentation necessary to produce such construction
including any Change Order or Field Order, and furnishing, installing, and incorporating all
materials and equipment into such construction, all as required by the Contract Documents.
72. Working Day — A working day is defned as a day, not including Saturdays, Sundays, or legal
holidays authorized by the City for contract purposes, in which weather or other conditions
not under the control of the Contractor will permit the performance of the principal unit of
work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.13 through E are not defned but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Intent of Certain Terms or Adjectives:
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GENERAL CONDITION S
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1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as
directed" or terms of like effect or import to authorize an exercise of judgment by City. In
addition, the adjectives "reasonable," "suitable," "acceptable," `proper," "satisfactory," or
adjectives of like effect or import are used to describe an action or determination of City as to
the Work. It is intended that such exercise of professional judgment, action, or determination
will be solely to evaluate, in general, the Work for compliance with the information in the
Contract Documents and with the design concept of the Project as a functioning whole as
shown or indicated in the Contract Documents (unless there is a specific statement indicating
otherwise).
C. Defective:
1. The word "defective," when modifying the word "Work," refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City's written acceptance.
D. Furnish, Install, Perform, Provide:
1. The word "Furnish" or the word `Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
ARTICLE 2 — PRELIMINARY MATTERS
2.01 Copies ofDocuments
City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the
Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be
furnished upon request at the cost of reproduction.
2.02 Commencement of Contract Time; Notice to Proceed
The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to
Proceed may be given no earlier than 14 days after the Effective Date of the Agreement, unless agreed
to by both parties in writing.
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GENERAL CONDITION S
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2.03 Starting the Work
Contractor shall start to perform the Work on the date when the Contract Time commences to run.
No Work shall be done at the Site prior to the date on which the Contract Time commences to run.
2.04 Before Starting Construction
Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the
Work.
2.05 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.06 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
2.07 Initial Acceptance of Schedules
No progress payment shall be made to Contractor until acceptable schedules are submitted to City in
accordance with the Schedule Specification as provided in the Contract Documents.
ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE
3.01 Intent
A. The Contract Documents are complementary; what is required by one is as binding as if required
by all.
B. It is the intent of the Contract Documents to describe a functionally complete project (or part
thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation,
services, materials, or equipment that reasonably may be inferred from the Contract Documents
or from prevailing custom or trade usage as being required to produce the indicated result will be
provided whether or not specifically called for, at no additional cost to City.
C. Clarifications and interpretations of the Contract Documents shall be issued by City.
D. The Specifications may vary in form, format and style. Some Specification sections maybe written
in varying degrees of streamlined or declarative style and some sections may be relatively
narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in
conformity with," "as shown," or "as specified" are intentional in streamlined sections.
Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear
in various parts of a section or articles within a part depending on the format of the
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GENERAL CONDITIONS
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section. The Contractor shall not take advantage of any variation of form, format or style in
making Contract Claims.
E. The cross referencing of specification sections under the subparagraph heading "Related
Sections include but are not necessarily limited to:" and elsewhere within each Specification
section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on
the cross referencing provided and shall be responsible to coordinate the entire Work under the
Contract Documents and provide a complete Project whether or not the cross referencing is
provided in each section or whether or not the cross referencing is complete.
3.02 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society, organization,
or association, or to Laws or Regulations, whether such reference be specific or by implication,
shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the
time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids),
except as may be otherwise specifically stated in the Contract Documents.
2. No provision of any such standard, specification, manual, or code, or any instruction of a
Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any
of their subcontractors, consultants, agents, or employees, from those set forth in the Contract
Documents. No such provision or instruction shall be effective to assign to City, or any of its
officers, directors, members, partners, employees, agents, consultants, or subcontractors, any
duty or authority to supervise or direct the performance of the Work or any duty or authority
to undertake responsibility inconsistent with the provisions of the Contract Documents.
3.03 Reporting and Resolving Discrepancies
A. Reporting Discrepancies:
1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each
part of the Work, Contractor shall carefully study and compare the Contract Documents and
check and verify pertinent figures therein against all applicable field measurements and
conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity,
or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a
written interpretation or clarification from City before proceeding with any Work affected
thereby.
2. Contractor's Review of Contract Documents During Performance of Work: If, during the
performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy
within the Contract Documents, or between the Contract Documents and (a) any applicable
Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of
any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not
proceed with the Work affected thereby (except in an emergency as required by Paragraph
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GENERAL CONDITIONS
Page 10 of 63
6.17.A) until an amendment or supplement to the Contract Documents has been issued by
one of the methods indicated in Paragraph 3.04.
3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or
discrepancy in the Contract Documents unless Contractor had actual knowledge thereof.
B. Resolving Discrepancies:
1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or
discrepancy between the provisions of the Contract Documents and the provisions of any
standard, specification, manual, or the instruction of any Supplier (whether or not specifically
incorporated by reference in the Contract Documents).
2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall
govern over Specifications, Supplementary Conditions shall govern over General Conditions
and Specifications, and quantities shown on the Plans shall govern over those shown in the
proposal.
3.04 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or
3. City's written interpretation or clarification.
3.05 Reuse of Documents
A. Contractor and any Subcontractor or Supplier shall not:
1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents (or copies of any thereof) prepared by or bearing the seal of Engineer,
including electronic media editions; or
2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of
the Project or any other project without written consent of City and specific written verification
or adaptation by Engineer.
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GENERAL CONDITION S
Page I I of 63
B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the
Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract
Documents for record purposes.
3.06 Electronic Data
A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer
to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the
printed copies included in the Contract Documents (also known as hard copies) and other
Specifications referenced and located on the City's on-line electronic document management and
collaboration system site. Files in electronic media format of text, data, graphics, or other types
are furnished only for the convenience of the receiving party. Any conclusion or information
obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy
between the electronic files and the hard copies, the hard copies govern.
B. When transferring documents in electronic media format, the transferring party makes no
representations as to long term compatibility, usability, or readability of documents resulting from
the use of software application packages, operating systems, or computer hardware differing from
those used by the data's creator.
ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS
4.01 Availability of Lands
A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of
general application but specifically related to use of the Site with which Contractor must comply
in performing the Work. City will obtain in a timely manner and pay for easements for permanent
structures or permanent changes in existing facilities.
1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or
easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in
accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule
submitted by the Contractor in accordance with the Contract Documents must consider any
outstanding right-of-way, and/or easements.
2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site.
Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted
by the Contractor in accordance with the Contract Documents must consider any outstanding
utilities or obstructions to be removed, adjusted, and/or relocated by others.
B. Upon reasonable written request, City shall furnish Contractor with a current statement of record
legal title and legal description of the lands upon which the Work is to be performed.
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C. Contractor shall provide for all additional lands and access thereto that may be required for
construction facilities or storage of materials and equipment.
4.02 Subsurface and Physical Conditions
A. Reports and Drawings: The Supplementary Conditions identify:
1. those reports known to City of explorations and tests of subsurface conditions at or
contiguous to the Site; and
2. those drawings known to City of physical conditions relating to existing surface or
subsurface structures at the Site (except Underground Facilities).
B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences, and procedures of
construction to be employed by Contractor, and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions, and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions, or information.
4.03 Differing Subsurface or Physical Conditions
A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or
revealed either:
1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate; or
2. is of such a nature as to require a change in the Contract Documents; or
3. differs materially from that shown or indicated in the Contract Documents; or
4. is of an unusual nature, and differs materially from conditions ordinarily encountered and
generally recognized as inherent in work of the character provided for in the Contract
Documents;
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then Contractor shall, promptly after becoming aware thereof and before further disturbing the
subsurface or physical conditions or performing any Work in connection therewith (except in an
emergency as required by Paragraph 6.17.A), notify City in writing about such condition.
B. Possible Price and Time Adjustments
Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if:
1. Contractor knew of the existence of such conditions at the time Contractor made a final
commitment to City with respect to Contract Price and Contract Time by the submission of a
Bid or becoming bound under a negotiated contract; or
2. the existence of such condition could reasonably have been discovered or revealed as a result
of the examination of the Contract Documents or the Site; or
3. Contractor failed to give the written notice as required by Paragraph 4.03.A.
4.04 Underground Facilities
A. Shown or Indicated: The information and data shown or indicated in the Contract Documents
with respectto existing Underground Facilities at or contiguous to the Site is based on information
and data furnished to City or Engineer by the owners of such Underground Facilities,
including City, or by others. Unless it is otherwise expressly provided in the Supplementary
Conditions:
1. City and Engineer shall not be responsible for the accuracy or completeness of any such
information or data provided by others; and
2. the cost of all of the following will be included in the Contract Price, and Contractor shall
have full responsibility for:
a. reviewing and checking all such information and data;
b. locating all Underground Facilities shown or indicated in the Contract Documents;
c. coordination and adjustment of the Work with the owners of such Underground
Facilities, including City, during construction; and
d. the safety and protection of all such Underground Facilities and repairing any damage
thereto resulting from the Work.
B. Not Shown or Indicated.-
1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or
contiguous to the Site which was not shown or indicated, or not shown or indicated with
reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming
aware thereof and before further disturbing conditions affected thereby or performing any
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Work in connection therewith (except in an emergency as required by Paragraph 6.17.A),
identify the owner of such Underground Facility and give notice to that owner and to City.
City will review the discovered Underground Facility and determine the extent, if any, to
which a change may be required in the Contract Documents to reflect and document the
consequences of the existence or location of the Underground Facility. Contractor shall be
responsible for the safety and protection of such discovered Underground Facility.
2. If City concludes that a change in the Contract Documents is required, a Change Order may
be issued to reflect and document such consequences.
3. Verification of existing utilities, structures, and service lines shall include notification of all
utility companies a minimum of 48 hours in advance of construction including exploratory
excavation if necessary.
4.05 Reference Points
A. City shall provide engineering surveys to establish reference points for construction, which in
City's judgment are necessary to enable Contractor to proceed with the Work. City will provide
construction stakes or other customary method of marking to establish line and grades for roadway
and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and
preserve the established reference points and property monuments, and shall make no changes or
relocations. Contractor shall report to City whenever any reference point or property monument is
lost or destroyed or requires relocation because of necessary changes in grades or locations. The
City shall be responsible for the replacement or relocation of reference points or property
monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify
City in advance and with sufficient time to avoid delays.
B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or
willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost
for replacing such points plus 25% will be charged against the Contractor, and the full amount will
be deducted from payment due the Contractor.
4.06 Hazardous Environmental Condition at Site
A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known
to City relating to Hazardous Environmental Conditions that have been identified at the Site.
B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences and procedures of
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construction to be employed by Contractor and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions and information contained in such reports or shown or
indicated in such drawings; or
any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions or information.
C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or
revealed at the Site which was not shown or indicated in Drawings or Specifications or identified
in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for
a Hazardous Environmental Condition created with any materials brought to the Site by
Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible.
D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for
whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall
immediately: (i) secure or otherwise isolate such condition; (u) stop all Work in connection with
such condition and in any area affected thereby (except in an emergency as required by Paragraph
6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may
consider the necessity to retain a qualified expert to evaluate such condition or take corrective
action, if any.
E. Contractor shall not be required to resume Work in connection with such condition or in any
affectedarea until after City has obtained any required permits related thereto and delivered written
notice to Contractor: (i) specifying that such condition and any affected area is or has been
rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which
such Work may be resumed.
F. If after receipt of such written notice Contractor does not agree to resume such Work based on a
reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions,
then City may order the portion of the Work that is in the area affected by such condition to be
deleted from the Work. City may have such deleted portion of the Work performed by City's own
forces or others.
G. 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 Contractoror by anyoneforwhom 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.
H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental
Condition uncovered or revealed at the Site.
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ARTICLE 5 — BONDS AND INSURANCE
5.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverages so required
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided in the Supplementary Conditions.
5.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government
Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as
security for the faithful performance and payment of all of Contractor's obligations under the
Contract Documents.
B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security
to protect the City against any defects in any portion of the Work described in the Contract
Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final
Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise
by Laws or Regulations, and shall be executed by such sureties as are named in the list of
"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as
Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by
an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which
shall show that it is effective on the date the agent or attorney -in -fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its
right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply with
the requirements of Paragraphs 5.01 and 5.02.C.
5.03 Certificates of Insurance
Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the
Supplementary Conditions, certificates of insurance (other evidence of insurance requested by City or
any other additional insured) in at least the minimum amount as specified in the Supplementary
Conditions which Contractor is required to purchase and maintain.
The certificate of insurance shall document the City, and all identified entities named in the
Supplementary Conditions as "Additional Insured" on all liability policies.
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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 for 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 limes
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 endorsements, 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
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first -dollar basis, must be acceptable to and approved by the City.
12. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage's and their limits when deemed necessary
and prudent by the City based upon changes in statutory law, court decision or the claims
history of the industry as well as of the contracting party to the City. The City shall be required
to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the
Work by Change Order.
13. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions, revisions,
or modifications shall not be required where policy provisions are established by law or
regulations binding upon either party or the underwriter on any such policies.
14. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
5.04 Contractor's Insurance
A. Workers Compensation and Employers 'Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers'
Liability as is appropriate for the Work being performed and as will provide protection from claims
set forth below which may arise out of or result from Contractor's performance of the Work and
Contractor's other obligations under the Contract Documents, whether it is to be performed by
Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of
them to perform any of the Work, or by anyone for whose acts any of them may be liable:
1. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services
Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other
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insurance or self-insurance programs afforded to the City. The Commercial General Liability
policy, shall have no exclusions by endorsements that would alter of nullify premises/operations,
products/completed operations, contractual, personal injury, or advertising injury, which are
normally contained with the policy, unless the City approves such exclusions in writing.
For construction projects that present a substantial completed operation exposure, the City may
require the contractor to maintain completed operations coverage for a minimum of no less than
three (3) years following the completion of the project (if identified in the Supplementary
Conditions).
C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto",
defined as autos owned, hired and non -owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the requirements identified in the
Supplementary Conditions.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
5.05 Acceptance of Bondsandlnsurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing
within 10 Business Days afterreceipt of the certificates (or other evidence requested). Contractor shall
provide to the City such additional information in respect of insurance provided as the City may
reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required
by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the
start of the Work, or of such failure to maintain prior to any change in the required coverage.
ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES
6.01 Supervision and Superintendence
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
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B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor's representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction.
6.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
6.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction equipment
and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities,
temporary facilities, and all other facilities and incidentals necessary for the performance,
Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
D. All items of standard equipment to be incorporated into the Work shall be the latest model at the
time of bid, unless otherwise specified
6.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and
the General Requirements) proposed adjustments in the Project Schedule that will not result
in changing the Contract Time. Such adjustments will comply with any provisions of the
General Requirements applicable thereto.
2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment
for the duration of the Contract in accordance with the schedule specification 0132 16.
3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 12. Adjustments in Contract Time
may only be made by a Change Order.
6.05 Substitutes and "Or -Equals"
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless the
specification or description contains or is followed by words reading that no like, equivalent, or
"or -equal" item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
"Or-Equal"Items: If in City's sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an "or -equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be accomplished
without compliance with some or all of the requirements for approval of proposed substitute
items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment
will be considered functionally equal to an item so named if.
a. the City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
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2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City's sole discretion an item of material or equipment proposed by Contractor does
not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to determine
if the item of material or equipment proposed is essentially equivalent to that named and
an acceptable substitute therefor. Requests for review of proposed substitute items of
material or equipment will not be accepted by City from anyone other than Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 0125 00 and:
1) shall certify that the proposed substitute item will:
a) perform adequately the functions and achieve the results called for by the general
design;
b) be similar in substance to that specified;
c) be suited to the same use as that specified; and
2) will state:
a) the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor's achievement of final completion on time;
b) whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
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c) whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
a) all variations of the proposed substitute item from that specified;
b) available engineering, sales, maintenance, repair, and replacement services; and
4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence,
or procedure of construction is expressly required by the Contract Documents, Contractor may
furnish or utilize a substitute means, method, technique, sequence, or procedure of construction
approved by City. Contractor shall submit sufficient information to allow City, in City's sole
discretion, to determine that the substitute proposed is equivalent to that expressly called for by
the Contract Documents. Contractor shall make written application to City for review in the same
manner as those provided in Paragraph 6.05.A.2.
C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require Contractor
to furnish additional data about the proposed substitute. City will be the sole judge of acceptability.
No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete,
which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal
for an "or -equal." City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by themfrom and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out of
the use of substituted materials or equipment.
E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents (or in the provisions
of any other direct contract with City) resulting from the acceptance of each proposed substitute.
F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or -equal" at Contractor's expense.
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G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Change Order.
H. Time Extensions: No additional time will be granted for substitutions.
6.06 Concerning Subcontractors, Suppliers, and Others
A. 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.
B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether
initially or as a replacement, against whom City may have reasonable objection. Contractor shall
not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or
perform any of the Work against whom Contractor has reasonable objection (excluding those
acceptable to City as indicated in Paragraph 6.06.C).
C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other
individuals or entities on the project, and will provide such requirements in the Supplementary
Conditions.
D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable
participation by Minority Business Enterprises (MBE) in the procurement of goods and services
on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required
to comply with the intent of the City's MBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records,
or files in the possession of the Contractor that will substantiate the actual work performed by
an MBE. Material misrepresentation of any nature will be grounds for termination of the
Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds
for disqualification of Contractor to bid on future contracts with the City for a period of
not less than three years.
E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract
Documents:
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1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be
required by Laws and Regulations.
F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct
or indirect contract with Contractor.
G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any
of the Work shall communicate with City through Contractor.
H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract
Documents for the benefit of City.
6.07 Wage Rates
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penaltyfor Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated
in these contract documents. This penalty shall be retained by the City to offset its administrative
costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31st day afterthe date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's
determination that there is good cause to believe the Contractor or Subcontractor has violated
Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the
difference between wages paid and wages due under the prevailing wage rates, such amounts being
subtracted from successive progress payments pending a final determination of the violation.
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D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section
2258.023, Texas Government Code, including a penalty owed to the City or an affected worker,
shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act
(Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker
does not resolve the issue by agreement before the 15th day after the date the City makes its initial
determination pursuant to Paragraph C above. If the persons required to arbitrate under this
section do not agree on an arbitrator before the 1 lth day after the date that arbitration is required,
a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a
party in the arbitration. The decision and award of the arbitrator is final and binding on all parties
and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the requirements
of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
6.08 PatentFees and Royalties
A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the
performance of the Work or the incorporation in the Work of any invention, design, process,
product, or device which is the subject of patent rights or copyrights held by others. If a particular
invention, design, process, product, or device is specified in the Contract Documents for use in the
performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights
or copyrights calling for the payment of any license fee or royalty to others, the existence of such
rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such
information does not relieve the Contractor from its obligations to pay for the use of said fees or
royalties to others.
B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnifv 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 otherprofessionals 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 resultingfrom
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the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
6.09 Permits and Utilities
A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction
permits and licenses except those provided for in the Supplementary Conditions or Contract
Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses.
Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of
the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the
Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.13.
City shall pay all charges of utility owners for connections for providing permanent service to the
Work.
B. City obtainedpermits and licenses. Citywill obtain and pay for all permits and licenses as provided
for in the Supplementary Conditions or Contract Documents. It will be the Contractor's
responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the
Contract and the City approves the changes, the Contractor is responsible for obtaining clearances
and coordinating with the appropriate regulatory agency. The City will not reimburse the
Contractor for any cost associated with these requirements of any City acquired permit. The
following are permits the City will obtain if required:
1. Texas Department of Transportation Permits
2. U.S. Army Corps of Engineers Permits
3. Texas Commission on Environmental Quality Permits
4. Railroad Company Permits
C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits
and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by
the Contractor in accordance with the Contract Documents must consider any outstanding permits
and licenses.
6.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or
Regulations, Contractor shall bearall claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all
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court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor's responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor's obligations under Paragraph 3.02.
C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on
the cost or time of performance of the Work may be the subject of an adjustment in Contract Price
or Contract Time.
6.11 Taxes
A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to
Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase,
rent or lease all materials, supplies and equipment used or consumed in the performance of this
contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption
certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued
to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State
Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code,
Subchapter H.
B. Texas Tax permits and information may be obtained from:
1. Comptroller of Public Accounts
Sales Tax Division
Capitol Station
Austin, TX 78711; or
2. httpJ/www.window.state.tx.us/taxinfo/taxforms/93-forms.html
6.12 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and Other areas with construction equipment or other
materials or equipment. Contractor shall assume full responsibility for any damage to any such
land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting
from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
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3. Should any Damage Claim be made by any such owner or occupant because of the performance
of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. 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.
B. Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish,
and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall
conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails
to correct the unsatisfactory procedure, the City may take such direct action as the City deems
appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice
(by letter or electronic communication), and the costs of such direct action, plus 25 % of such
costs, shall be deducted from the monies due or to become due to the Contractor.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger A.
6.13 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and
approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated to
show changes made during construction. These record documents together with all approved
Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon
completion of the Work, these record documents, any operation and maintenance manuals, and
Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate
locations for buried and imbedded items.
6.14 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
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take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City's safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any,
with which City's employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other
individual or entity directly or indirectly employed by any of them to perform any of the Work,
or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
6.15 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
6.16 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or among
employers in accordance with Laws or Regulations.
6.17 Emergencies and/or Rectification
A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or
adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss.
Contractor shall give City prompt written notice if Contractor believes that any significant
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changes in the Work or variations from the Contract Documents have been caused thereby or are
required as a result thereof. If City determines that a change in the Contract Documents is required
because of the action taken by Contractor in response to such an emergency, a Change Order may
be issued.
B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies,
omissions, or correction necessary to conform with the requirements of the Contract Documents,
the City shall give the Contractor written notice that such work or changes are to be performed.
The written notice shall direct attention to the discrepant condition and request the Contractor to
take remedial action to correct the condition. In the event the Contractor does not take positive
steps to fulfill this written request, or does not show just cause for not taking the proper action,
within 24 hours, the City may take such remedial action with City forces or by contract. The City
shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any
funds due or become due the Contractor on the Project.
6.18 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance in accordance
with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be
identified as City may require.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respectto quantities, dimensions, specified
performance and design criteria, materials, and similar data to show City the services,
materials, and equipment Contractor proposes to provide and to enable City to review the
information for the limited purposes required by Paragraph 6.18.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For -Information -Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 6.18.C.
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B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City's review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City's Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design concept
of the completed Project as a functioning whole as indicated by the Contract Documents.
2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and acceptance
of a separate item as such will not indicate approval of the assembly in which the item
functions.
3. City's review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City's review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
6.19 Continuing the Work
Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule
during all disputes or disagreements with City. No Work shall be delayed or postponed pending
resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in
writing.
6.20 Contractor's General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
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2. normal wear and tear under normal usage.
C. Contractor's obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor's obligation to perform
the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish
a good and sufficient maintenance bond, complying with the requirements of Article
5.02.13. The City will give notice of observed defects with reasonable promptness.
6.21 Indemnification
A. 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.
B. Contractor covenants and agrees to indemnify and hold harmle s s, 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
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6.22 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such services
are required to carry out Contractor's responsibilities for construction means, methods, techniques,
sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified by
such professional, if prepared by others, shall bear such professional's written approval when
submitted to City.
C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance and
design criteria given and the design concept expressed in the Contract Documents. City's review
and acceptance of Submittals (except design calculations and design drawings) will be only for
the purpose stated in Paragraph 6.18.C.
6.23 Right to Audit
A. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
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Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City.
The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published
in the Texas Administrative Code in effect as of the time copying is performed.
6.24 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit -
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
ARTICLE 7 — OTHER WORK AT THE SITE
7.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City's employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by utility
owners. If such other work is not noted in the Contract Documents, then written notice thereof
will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City's employees or other City contractors,
proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage
of materials and equipment and the execution of such other work, and properly coordinate the
Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be
required to properly connect or otherwise make its several parts come together and properly
integrate with such other work. Contractor shall not endanger any work of others by cutting,
excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter
others' work with the written consent of City and the others whose work will be affected.
C. If the proper execution or results of any part of Contractor's Work depends upon work performed
by others under this Article 7, Contractor shall inspect such other work and promptly report to
City in writing any delays, defects, or deficiencies in such other work that render it unavailable
or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so
report will constitute an acceptance of such other work as fit and proper for integration with
Contractor's Work except for latent defects in the work provided by others.
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7.02 Coordination
A. If City intends to contract with others for the performance of other work on the Project at the
Site, the following will be set forth in Supplementary Conditions:
1. the individual or entity who will have authority and responsibility for coordination of the
activities among the various contractors will be identified;
2. the specific matters to be covered by such authority and responsibility will be itemized; and
3. the extent of such authority and responsibilities will be provided.
B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such
coordination.
ARTICLE 8 — CITY'S RESPONSIBILITIES
8.01 Communications to Contractor
Except as otherwise provided in the Supplementary Conditions, City shall issue all communications
to Contractor.
8.02 Furnish Data
City shall timely furnish the data required under the Contract Documents.
8.03 Pay When Due
City shall make payments to Contractor in accordance with Article 14.
8.04 Lands and Easements, Reports and Tests
City's duties with respect to providing lands and easements and providing engineering surveys to
establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's
identifying and making available to Contractor copies of reports of explorations and tests of subsurface
conditions and drawings of physical conditions relating to existing surface or subsurface structures at
or contiguous to the Site that have been utilized by City in preparing the Contract Documents.
8.05 Change Orders
City shall execute Change Orders in accordance with Paragraph 10.03.
8.06 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
13.03.
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8.07 Limitations on City's Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor's failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14.
8.08 Undisclosed Hazardous Environmental Condition
City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth
in Paragraph 4.06.
8.09 Compliance with Safety Program
While at the Site, City's employees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 6.14.
ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION
9.01 City'sProjectManager
City will provide one or more Project Manager(s) during the construction period. The duties and
responsibilities and the limitations of authority of City's Project Manager during construction are set
forth in the Contract Documents. The City's Project Manager for this Contract is identified in the
Supplementary Conditions.
9.02 Visits to Site
A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages
of construction as City deems necessary in order to observe the progress that has been made and
the quality of the various aspects of Contractor's executed Work. Based on information
obtained during such visits and observations, City's Project Manager will determine, in general, if
the Work is proceeding in accordance with the Contract Documents. City's Project Manager will
not be required to make exhaustive or continuous inspections on the Site to check the quality or
quantity of the Work. City's Project Manager's efforts will be directed toward providing City a
greater degree of confidence that the completed Work will conform generally to the Contract
Documents.
B. City's Project Manager's visits and observations are subject to all the limitations on authority and
responsibility in the Contract Documents including those set forth in Paragraph
8.07.
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9.03 Authorized Variations in Work
City's Project Manager may authorize minor variations in the Work from the requirements of the
Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time
and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City and also on Contractor, who shall perform the Work involved promptly.
9.04 Rejecting Defective Work
City will have authority to reject Work which City's Project Manager believes to be defective, or will
not produce a completed Project that conforms to the Contract Documents or that will prejudice the
integrity of the design concept of the completed Project as a functioning whole as indicated by the
Contract Documents. City will have authority to conduct special inspection or testing of the Work as
provided in Article 13, whether or not the Work is fabricated, installed, or completed.
9.05 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City's Project
Manager will review with Contractor the preliminary determinations on such matters before rendering
a written recommendation. City's written decision will be final (except as modified to reflect changed
factual conditions or more accurate data).
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work
A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the
acceptability of the Work thereunder.
B. City will render a written decision on any issue referred.
C. City's written decision on the issue referred will be final and binding on the Contractor, subject
to the provisions of Paragraph 10.06.
ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK
10.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or from
time to time, order Extra Work Upon notice of such Extra Work., Contractor shall promptly
proceed with the Work involved which will be performed under the applicable conditions of the
Contract Documents (except as otherwise specifically provided). Extra Work shall be
memorialized by a Change Order which may or may not precede an order of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field
Order may be issued by the City.
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10.02 Unauthorized Changes in the Work
Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract
Time with respect to any work performed that is not required by the Contract Documents as amended,
modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as
provided in Paragraph 6.17.
10.03 Execution of Change Orders
A. City and Contractor shall execute appropriate Change Orders covering:
1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required
because of acceptance of defective Work under Paragraph 13.08 or City's correction of
defective Work under Paragraph 13.09, or (iii) agreed to by the parties;
2. changes in the Contract Price or Contract Time which are agreed to by the parties, including
any undisputed sum or amount of time for Work actually performed.
10.04 Extra Work
A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment
thereof, and the City insists upon its performance, the Contractor shall proceed with the work after
making written request for written orders and shall keep accurate account of the actual reasonable
cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06.
B. The Contractor shall furnish the City such installation records of all deviations from the original
Contract Documents as may be necessary to enable the City to prepare for permanent record a
corrected set of plans showing the actual installation.
C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall
be a full, complete and final payment for all costs Contractor incurs as a result or relating to the
change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that
time, including without limitation, any costs for delay, extended overhead, ripple or impact cost,
or any other effect on changed or unchanged work as a result of the change or Extra Work.
10.05 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the general
scope of the Work or the provisions of the Contract Documents (including, but not limited to,
Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility.
The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any
such change.
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10.06 Contract Claims Process
A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph
14.09, shall be referred to the City for decision. A decision by City shall be required as a condition
precedent to any exercise by Contractor of any rights or remedies he may otherwise have under
the Contract Documents or by Laws and Regulations in respect of such Contract Claims.
B. Notice:
1. Written notice stating the general nature of each Contract Claim shall be delivered by the
Contractor to City no later than 15 days after the start of the event giving rise thereto. The
responsibility to substantiate a Contract Claim shall rest with the party making the Contract
Claim.
2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered
to the City on or before 45 days from the start of the event giving rise thereto (unless the City
allows additional time for Contractor to submit additional or more accurate data in support of
such Contract Claim).
3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with
the provisions of Paragraph 12.01.
4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with
the provisions of Paragraph 12.02.
5. Each Contract Claim shall be accompanied by Contractor's written statement that the
adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a
result of said event.
6. The City shall submit any response to the Contractor within 30 days after receipt of the
claimant's last submittal (unless Contract allows additional time).
C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last
submittal of the Contractor, if any, take one of the following actions in writing:
1. deny the Contract Claim in whole or in part;
2. approve the Contract Claim; or
3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's
sole discretion, it would be inappropriate for the City to do so. For purposes of further
resolution of the Contract Claim, such notice shall be deemed a denial.
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D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or
Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such
action or denial.
E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not
submitted in accordance with this Paragraph 10.06.
ARTICLE I I — COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS
QUANTITY MEASUREMENT
11.01 Cost of the Work
A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in
Paragraph 11.01.13, necessarily incurred and paid by Contractor in the proper performance of the
Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to
Contractor will be only those additional or incremental costs required because of the change in the
Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, and shall
include but not be limited to the following items:
Payroll costs for employees in the direct employ of Contractor in the performance of the
Work under schedules of job classifications agreed upon by City and Contractor. Such
employees shall include, without limitation, superintendents, foremen, and other personnel
employed full time on the Work. Payroll costs for employees not employed full time on the
Work shall be apportioned on the basis of their time spent on the Work Payroll costs shall
include;
a. salaries with a 55% markup, or
b. salaries and wages plus the cost of fringe benefits, which shall include social security
contributions, unemployment, excise, and payroll taxes, workers' compensation, health
and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto.
The expenses of performing Work outside of Regular Working Hours, Weekend
Working Hours, or legal holidays, shall be included in the above to the extent authorized
by City.
2. Cost of all materials and equipment furnished and incorporated in the Work, including costs
of transportation and storage thereof, and Suppliers' field services required in connection
therewith.
3. Rentals of all construction equipment and machinery, and the parts thereof whether rented
from Contractor or others in accordance with rental agreements approved by City, and the
costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All
such costs shall be in accordance with the terms of said rental agreements. The rental of any
such equipment, machinery, or parts shall cease when the use thereof is no longer necessary
for the Work.
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4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If
required by City, Contractor 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 Subcontractor, 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.
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h. The costs of premiums for all bonds and insurance Contractor is required by the Contract
Documents to purchase and maintain.
B. Costs Excluded: The term Cost of the Work shall not include any of the following items:
Payroll costs and other compensation of Contractor's officers, executives, principals (of
partnerships and sole proprietorships), general managers, safety managers, engineers,
architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents,
expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the
Site or in Contractor's principal or branch office for general administration of the Work and
not specifically included in the agreed upon schedule of job classifications referred to in
Paragraph 11.01.A.I or specifically covered by Paragraph I1.0l.A.4, all of which are to be
considered administrative costs covered by the Contractor's fee.
2. Expenses of Contractor's principal and branch offices other than Contractor's office at the
Site.
3. Any part of Contractor's capital expenses, including interest on Contractor's capital
employed for the Work and charges against Contractor for delinquent payments.
4. Costs due to 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, including but not
limited to, the correction of defective Work, disposal of materials or equipment wrongly
supplied, and making good any damage to property.
5. Other overhead or general expense costs of any kind.
C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee
shall be determined as set forth in the Agreement. When the value of any Work covered by a
Change Order for an adjustment in Contract Price is determined on the basis of Cost of the
Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C.
D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to
Paragraphs 11.01.A and 11.01.13, Contractor win establish and maintain records thereof in
accordance with generally accepted accounting practices and submit in a form acceptable to City
an itemized cost breakdown together with supporting data.
11.02 Allowances
A. Specified Allowance: It is understood that Contractor has included in the Contract Price all
allowances so named in the Contract Documents and shall cause the Work so covered to be
performed for such sums and by such persons or entities as may be acceptable to City.
B. Pre -bid Allowances:
1. Contractor agrees that:
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a. the pre -bid allowances include the cost to Contractor of materials and equipment required
by the allowances to be delivered at the Site, and all applicable taxes; and
b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead,
profit, and other expenses contemplated for the pre -bid allowances have been included in
the allowances, and no demand for additional payment on account of any of the
foregoing will be valid.
C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use
of City.
D. Prior to foal payment, an appropriate Change Order will be issued to reflect actual amounts due
Contractor on account of Work covered by allowances, and the Contract Price shall be
correspondingly adjusted.
11.03 Unit Price Work
A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work,
initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to
the sum of the unit price for each separately identified item of Unit Price Work times the estimated
quantity of each item as indicated in the Agreement.
B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and determining an initial Contract Price. Determinations of the
actual quantities and classifications of Unit Price Work performed by Contractor will be made by
City subject to the provisions of Paragraph 9.05.
C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to
cover Contractor's overhead and profit for each separately identified item. Work described in the
Contract Documents, or reasonably inferred as required for a functionally complete installation,
but not identified in the listing of unit price items shall be considered incidental to unit price work
listed and the cost of incidental work included as part of the unit price.
D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if:
1. the quantity of any item of Unit Price Work performed by Contractor differs materially and
significantly from the estimated quantity of such item indicated in the Agreement; and
2. there is no corresponding adjustment with respect to any other item of Work.
E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in
accordance with Paragraph 10.01.
1. If the changes in quantities or the alterations do not significantly change the character of
work under the Contract Documents, the altered work will be paid for at the Contract unit
price.
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2. If the changes in quantities or alterations significantly change the character of work, the
Contract will be amended by a Change Order.
If no unit prices exist, this will be considered Extra Work and the Contract will be amended
by a Change Order in accordance with Article 12.
4. A significant change in the character of work occurs when:
a. the character of work for any Item as altered differs materially in kind or nature from that
in the Contract or
b. a Major Item of work varies by more than 25% from the original Contract quantity.
When the quantity of work to be done under any Major Item of the Contract is more than
125% of the original quantity stated in the Contract, then either party to the Contract may
request an adjustment to the unit price on the portion of the work that is above 125%.
6. When the quantity of work to be done under any Major Item of the Contract is less than 75%
of the original quantity stated in the Contract, then either party to the Contract may request
an adjustment to the unit price.
11.04 Plans Quantity Measurement
A. Plans quantities may or may not represent the exact quantity of work performed or material moved,
handled, or placed during the execution of the Contract. The estimated bid quantities are
designated as final payment quantities, unless revised by the governing Section or this Article.
B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than
25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total
estimated quantity for an individual Item originally shown in the Contract Documents, an
adjustment may be made to the quantity of authorized work done for payment purposes. The party
to the Contract requesting the adjustment will provide field measurements and calculations
showing the final quantity for which payment will be made. Payment for revised quantity will be
made at the unit price bid for that Item, except as provided for in Article 10.
C. When quantities are revised by a change in design approved by the City, by Change Order, or to
correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased
by the amount involved in the change, and the 25% variance will apply to the new plans quantity.
D. If the total Contract quantity muhiplied by the unit price bid for an individual Item is less than
$250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans
quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity.
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E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are
not applicable.
ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
12.01 Change of Contract Price
A. The Contract Price may only be changed by a Change Order.
B. The value of any Work covered by a Change Order will be determined as follows:
1. where the Work involved is covered by unit prices contained in the Contract Documents, by
application of such unit prices to the quantities of the items involved (subject to the provisions
of Paragraph 11.03); or
2. where the Work involved is not covered by unit prices contained in the Contract Documents,
by a mutually agreed lump sum or unit price (which may include an allowance for overhead
and profit not necessarily in accordance with Paragraph 12.0l.C.2), and shall include the cost
of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work;
or
3. where the Work involved is not covered by unit prices contained in the Contract Documents
and agreement to a lump sum or unit price is not reached under Paragraph 12.0l.B.2, on the
basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's
fee for overhead and profit (determined as provided in Paragraph 12.0l.C).
C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as
follows:
1. a mutually acceptable fixed fee; or
2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various
portions of the Cost of the Work:
a. for costs incurred under Paragraphs 11.0l.A.1, 11.0l.A.2. and 11.0l.A.3, the
Contractor's additional fee shall be 15 percent except for:
1) rental fees for Contractor's own equipment using standard rental rates;
2) bonds and insurance;
b. for costs incurred under Paragraph 11.0l.A.4 and 11.0l.A.5, the Contractor's fee shall be
five percent (5%);
1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a
fee and no fixed fee is agreed upon, the intent of Paragraphs 12.0l.C.2.a and
12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever
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tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under
Paragraphs 11.0l.A.1 and 11.0l.A.2 and that any higher tier Subcontractor and
Contractor will each be paid a fee of five percent (5%) of the amount paid to the next
lower tier Subcontractor, however in no case shall the cumulative total of fees paid be
in excess of 25%;
c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.0l.A.6, and
11.01.13;
d. the amount of credit to be allowed by Contractor to City for any change which results in
a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction
in Contractor's fee by an amount equal to five percent (5%) of such net decrease.
12.02 Change of Contract Time
A. The Contract Time may only be changed by a Change Order.
B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the
Extra Work contemplated or claimed delay is shown to be on the critical path of the Project
Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed
delay adversely affects the critical path.
12.03 Delays
A. Where Contractor is reasonably delayed in the performance or completion of any part of the
Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time
may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made
therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or
neglect by City, acts or neglect of utility owners or other contractors performing other work as
contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God.
Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in
this Paragraph.
B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
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) sustained by
Contractor on or in connection with any other project or anticipated project.
C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays
within the control of Contractor. Delays attributable to and within the control of a Subcontractor
or Supplier shall be deemed to be delays within the control of Contractor.
D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information or material, if any, which is to be furnished by the City.
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ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.01 Notice ofDefects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
13.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and testing.
Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
13.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or approvals,
pay all costs in connection therewith, and furnish City the required certificates of inspection or
approval; excepting, however, those fees specifically identified in the Supplementary Conditions
or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as
described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing
Lab is paid.
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense.
G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued
under Section 13.03 D.
13.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City's observation and replaced at Contractor's
expense.
B. If City considers it necessary or advisable that covered Work be observed by City or inspected or
tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available
for observation, inspection, or testing as City may require, that portion of the Work in question,
furnishing all necessary labor, material, and equipment.
If it is found that the uncovered Work is defective, Contractor shall pay 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 other dispute resolution costs) arising out of
or relating to such uncovering, exposure, observation, inspection, and testing, and of
satisfactory replacement or reconstruction (including but not limited to all costs of repair or
replacement of work of others); or City shall be entitled to accept defective Work in accordance
with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated
with exposing, observing, and testing the defective Work.
2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase
in the Contract Price or an extension of the Contract Time, or both, directly attributable to such
uncovering, exposure, observation, inspection, testing, replacement, and reconstruction.
13.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the
cause for such order has been eliminated; however, this right of City to stop the Work shall not give
rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
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Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of
any of them.
13.06 Correction orRemoval of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been
rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, 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 such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such Work.
B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
13.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be
prescribed by the terms of any applicable special guarantee required by the Contract Documents),
any Work is found to be defective, or if the repair of any damages to the land or areas made
available for Contractor's use by City or permitted by Laws and Regulations as contemplated in
Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in
accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. 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 other dispute resolution costs) arising
out of or relating to such correction or repair or such removal and replacement (including but not
limited to all costs of repair or replacement of work of others) will be paid by Contractor.
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C. In special circumstances where a particular item of equipment is placed in continuous service
before Final Acceptance of all the Work, the correction period for that item may start to run from
an earlier date if so provided in the Contract Documents.
D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 13.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end of
the initial correction period. City shall provide 30 days written notice to Contractor should such
additional warranty coverage be required. Contractor may dispute this requirement by filing a
Contract Claim, pursuant to Paragraph 10.06.
E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or
warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a
waiver of, the provisions of any applicable statute of Imitation or repose.
13.08 Acceptance of Defective Work
If, instead of requiring correction or removal and replacement of defective Work, City prefers to
accept it, City may do so. Contractor shall pay 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 other dispute resolution costs) attributable to City's evaluation of and determination to accept
such defective Work and for the diminished value of the Work to the extent not otherwise paid by
Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued
incorporating the necessary revisions in the Contract Documents with respect to the Work, and City
shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of
Work so accepted.
13.09 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor, correct, or remedy any such deficiency.
B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude Contractor
from all or part of the Site, take possession of all or part of the Work and suspend Contractor's
services related thereto, and incorporate in the Work all materials and equipment incorporated in
the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere.
Contractor shall allow City, City's representatives, agents, consultants, employees, and City's
other contractors, access to the Site to enable City to exercise the rights and remedies under this
Paragraph.
C. 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 other dispute resolution
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costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled
to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City's rights and remedies under this
Paragraph 13.09.
ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION
14.01 Schedule of Values
The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve
as the basis for progress payments and will be incorporated into a form of Application for Payment
acceptable to City. Progress payments on account of Unit Price Work will be based on the number of
units completed.
14.02 Progress Payments
A. ApplicationsforPayments:
1. Contractor is responsible for providing all information as required to become a vendor of the
City.
2. At least 20 days before the date established in the General Requirements for each progress
payment, Contractor shall submit to City for review an Application for Payment filled out and
signed by Contractor covering the Work completed as of the date of the Application and
accompanied by such supporting documentation as is required by the Contract Documents.
3. If payment is requested on the basis of materials and equipment not incorporated in the Work
but delivered and suitably stored at the Site or at another location agreed to in writing, the
Application for Payment shall also be accompanied by a bill of sale, invoice, or other
documentation warranting that City has received the materials and equipment free and clear of
all Liens and evidence that the materials and equipment are covered by appropriate insurance
or other arrangements to protect City's interest therein, all of which must be satisfactory to
City.
4. Beginning with the second Application for Payment, each Application shall include an affidavit
of Contractor stating that previous progress payments received on account of the Work have
been applied on account to discharge Contractor's legitimate obligations associated with prior
Applications for Payment.
5. The amount of retainage with respect to progress payments will be as described in
subsection C. unless otherwise stipulated in the Contract Documents.
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B. Review of Applications:
1. City will, after receipt of each Application for Payment, either indicate in writing a
recommendation of payment or return the Application to Contractor indicating reasons for
refusing payment. In the latter case, Contractor may make the necessary corrections and
resubmit the Application.
2. City's processing of any payment requested in an Application for Payment will be based on
City's observations of the executed Work, and on City's review of the Application for Payment
and the accompanying data and schedules, that to the best of City's knowledge:
a. the Work has progressed to the point indicated;
b. the quality of the Work is generally in accordance with the Contract Documents (subject
to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the
results of any subsequent tests called for in the Contract Documents, a final determination
of quantities and classifications for Work performed under Paragraph 9.05, and any other
qualifications stated in the recommendation).
3. Processing any such payment will not thereby be deemed to have represented that:
a. inspections made to check the quality or the quantity of the Work as it has been performed
have been exhaustive, extended to every aspect of the Work in progress, or involved
detailed inspections of the Work beyond the responsibilities specifically assigned to City
in the Contract Documents; or
b. there may not be other matters or issues between the parties that might entitle Contractor
to be paid additionally by City or entitle City to withhold payment to Contractor; or
c. Contractor has complied with Laws and Regulations applicable to Contractor's performance
of the Work.
4. City may refuse to process the whole or any part of any payment because of subsequently
discovered evidence or the results of subsequent inspections or tests, and revise or revoke
any such payment previously made, to such extent as may be necessary to protect City from
loss because:
a. the Work is defective or completed Work has been damaged by the Contractor or
subcontractors requiring correction or replacement;
b. discrepancies in quantities contained in previous applications for payment;
c. the Contract Price has been reduced by Change Orders;
d. City has been required to correct defective Work or complete Work in accordance with
Paragraph 13.09; or
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e. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraph 15.02.A.
C. Retainage:
1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent
(10%).
2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent
(5%).
D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the
time specified in the Contract Documents, the sum per day specified in the Agreement will be
assessed against the monies due the Contractor, not as a penalty, but as damages suffered by the
City.
E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment
will become due in accordance with the Contract Documents.
F. Reduction in Payment:
1. City may refuse to make payment of the amount requested because:
a. Liens have been filed in connection with the Work, except where Contractor has delivered
a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens;
b. there are other items entitling City to a set-off against the amount recommended; or
c. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A.
2. If City refuses to make payment of the amount requested, City will give Contractor written
notice stating the reasons for such action and pay Contractor any amount remaining after
deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any
adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons
for such action.
14.03 Contractor's Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment, whether incorporated in the Project or not, will pass to City no later than the
time of payment free and clear of all Liens.
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14.04 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any part of the Work which
has specifically been identified in the Contract Documents, or which City determines constitutes
a separately functioning and usable part of the Work that can be used for its intended purpose
without significant interference with Contractor's performance of the remainder of the Work. City
at any time may notify Contractor in writing to permit City to use or occupy any such part of the
Work which City determines to be ready for its intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
14.05 Finallnspection
A. Upon written notice from Contractor that the entire Work is Substantially Complete in
accordance with the Contract Documents:
1. Within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective ("Punch List Items"). Contractor shall immediately take
such measures as are necessary to complete such Work or remedy such deficiencies.
B. No time charge will be made against the Contractor between said date of notification to the City
of Substantial Completion and the date of Final Inspection.
1. Should the City determine that the Work is not ready for Final Inspection, City will notify the
Contractor in writing of the reasons and Contract Time will resume.
2. Should the City concur that Substantial Completion has been achieved with the exception of
any Punch List Items, Contract Time will resume for the duration it takes for Contractor to
achieve Final Acceptance.
14.06 Final Acceptance
Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final
Inspection, City will issue to Contractor a letter of Final Acceptance.
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14.07 Final Payment
A. ApplicationforPayment:
1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for
final payment following the procedure for progress payments in accordance with the
Contract Documents.
2. The final Application for Payment shall be accompanied (except as previously delivered) by:
a. all documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
b. consent of the surety, if any, to final payment;
c. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
d. affidavits of payments and complete and legally effective releases or waivers
(satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the
Work.
B. Payment Becomes Due:
1. After City's acceptance of the Application for Payment and accompanying documentation,
requested by Contractor, less previous payments made and any sum City is entitled,
including but not limited to liquidated damages, will become due and payable.
2. After all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
3. The making of the final payment by the City shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
14.08 Final Completion Delayed and Partial Retainage Release
A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon
receipt of Contractor's final Application for Payment, and without terminating the Contract, make
payment of the balance due for that portion of the Work fully completed and accepted. If the
remaining balance to be held by City for Work not fully completed or corrected is less than the
retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in
Paragraph 5.02, the written consent of the surety to the payment of the balance due for that
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portion of the Work fully completed and accepted shall be submitted by Contractor to City with
the Application for such payment. Such payment shall be made under the terms and conditions
governing final payment, except that it shall not constitute a waiver of Contract Claims.
B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment
and maintenance, and test and performance periods following the completion of all other
construction in the Contract Documents for all Work locations, the City may release a portion of
the amount retained provided that all other work is completed as determined by the City. Before
the release, all submittals and final quantities must be completed and accepted for all other work.
An amount sufficient to ensure Contract compliance will be retained.
14.09 Waiver of Claims
The acceptance of final payment will constitute a release of the City from all claims or liabilities
under the Contract for anything done or furnished or relating to the work under the Contract
Documents or any act or neglect of City related to or connected with the Contract.
ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION
15.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall
resume the Work on the date so fixed. During temporary suspension of the Work covered by these
Contract Documents, for any reason, the City will make no extra payment for stand-by time of
construction equipment and/or construction crews.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the
necessary equipment to the job when it is determined by the City that construction may be
resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the
equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is
moved to another construction project for the City.
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15.02 City May Terminate for Cause
A. The occurrence of any one or more of the following events by way of example, but not of limitation,
may justify termination for cause:
1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents
(including, but not limited to, failure to supply sufficient skilled workers or suitable materials
or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as
adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's
Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph
6.06.D);
2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction;
3. Contractor's repeated disregard of the authority of City; or
4. Contractor's violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor's failure to promptly make good any defect in materials or workmanship, or
defects of any nature, the correction of which has been directed in writing by the City; or
6. Substantial indication that the Contractor has made an unauthorized assignment of the
Contract or any funds due therefrom for the benefit of any creditor or for any other purpose;
or
7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise
financially unable to carry on the Work satisfactorily; or
8. Contractor commences legal action in a court of competent jurisdiction against the City.
B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice
to Contractor and Surety to arrange a conference with Contractor and Surety to address
Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after
receipt of notice.
1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to
perform the construction Contract, the City may, to the extent permitted by Laws and
Regulations, declare a Contractor default and formally terminate the Contractor's right to
complete the Contract. Contractor default shall not be declared earlier than 20 days after the
Contractor and Surety have received notice of conference to address Contractor's failure to
perform the Work.
2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the
Work. If Surety does not commence performance thereof within 15 consecutive calendar days
after date of an additional written notice demanding Surety's performance of its
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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 Contractor 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 Work as City may deem expedient.
3. Whether City or Surety completes the Work, Contractor 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 Work, 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.
City, notwithstanding the method used in completing the Contract, shall not forfeit the right
to recover damages from Contractor or Surety for Contractor's failure to timely complete the
entire Contract. Contractor shall not be entitled to any claim on account of the method used
by City in completing the Contract.
6. Maintenance of the Work shall continue to be 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 Contractor 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.
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15.03 City May Terminate For Convenience
A. City may, without cause and without prejudice to any other right or remedy of City, terminate the
Contract. Any termination shall be effectedby mailing a notice of the termination to the Contractor
specifying the extent to which performance of Work under the contract is terminated, and the date
upon which such termination becomes effective. Receipt of the notice shall be deemed
conclusively presumed and established when the letter is placed in the United States Postal Service
Mail by the City. Further, it shall be deemed conclusively presumed and established that such
termination is made with just cause as therein stated; and no proof in any claim, demand or suit
shall be required of the City regarding such discretionary action.
B. After receipt of a notice of termination, and except as otherwise directed by the City, the
Contractor shall:
1. Stop work under the Contract on the date and to the extent specified in the notice of termination;
2. place no further orders or subcontracts for materials, services or facilities except as may be
necessary for completion of such portion of the Work under the Contract as is not terminated;
3. terminate all orders and subcontracts to the extent that they relate to the performance of the
Work terminated by notice of termination;
4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any,
directed by the City:
a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and
other material produced as a part of, or acquired in connection with the performance of,
the Work terminated by the notice of the termination; and
b. the completed, or partially completed plans, drawings, information and other property
which, if the Contract had been completed, would have been required to be furnished to
the City.
5. complete performance of such Work as shall not have been terminated by the notice of
termination; and
6. take such action as may be necessary, or as the City may direct, for the protection and
preservation of the property related to its contract which is in the possession of the
Contractor and in which the owner has or may acquire the rest.
C. At a time not later than 30 days after the termination date specified in the notice of termination,
the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items
of termination inventory not previously disposed of, exclusive of items the disposition of which
has been directed or authorized by City.
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D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list
submitted shall be subject to verification by the City upon removal of the items or, if the items are
stored, within 45 days from the date of submission of the list, and any necessary adjustments to
correct the list as submitted, shall be made prior to final settlement.
E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination
claim to the City in the form and with the certification prescribed by the City. Unless an extension
is made in writing within such 60 day period by the Contractor, and granted by the City, any and
all such claims shall be conclusively deemed waived.
F. In such case, Contractor shall be paid for (without duplication of any items):
1. completed and acceptable Work executed in accordance with the Contract Documents prior
to the effective date of termination, including fair and reasonable sums for overhead and profit on
such Work;
2. expenses sustained prior to the effective date of termination in performing services and
furnishing labor, materials, or equipment as required by the Contract Documents in connection
with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses;
and
3. reasonable expenses directly attributable to termination.
G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid
to the Contractor by reason of the termination of the Work, the City shall determine, on the basis
of information available to it, the amount, if any, due to the Contractor by reason of the termination
and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account
of loss of anticipated profits or revenue or other economic loss arising out of or resulting from
such termination.
ARTICLE 16 — DISPUTE RESOLUTION
16.01 Methods and Procedures
A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision
under Paragraph 10.06 before such decision becomes final and binding. The request for mediation
shall be submitted to the other party to the Contract. Timely submission of the request shall stay
the effect of Paragraph 10.06.E.
B. City and Contractor shall participate in the mediation process in good faith. The process shall be
commenced within 60 days of filing of the request.
C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a
denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after
termination of the mediation unless, within that time period, City or Contractor:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 92=1
007200-1
GENERAL CONDITIONS
Page 62 of 63
elects in writing to invoke any other dispute resolution process provided for in the
Supplementary Conditions; or
2. agrees with the other party to submit the Contract Claim to another dispute resolution
process; or
3. gives written notice to the other party of the intent to submit the Contract Claim to a court of
competent jurisdiction.
ARTICLE 17 — MISCELLANEOUS
17.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
17.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. if the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day
of the period.
17.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies available
hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation
of, any rights and remedies available to any or all of them which are otherwise imposed or available
by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract
Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the
Contract Documents in connection with each particular duty, obligation, right, and remedy to which
they apply.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 82i2021
007200-1
GENERAL CONDITION S
Page 63 of 63
17.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
17.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 823/202I
SECTION 00 73 00
SUPPLEMENTARY CONDITIONS
TO
GENERAL CONDITIONS
Supplementary Conditions
00 73 00
SUPPLEMENTARY CONDITIONS
Page 1 of 6
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-3.03B.2, "Resolving Discrepancies"
Plans govern over Specifications.
SC-4.01 A
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., "Availability of Lands"
The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of
September 13, 2023:
Outstanding Right -Of -Way, and/or Easements to Be Acquired
PARCEL
OWNER
TARGET DATE
NUMBER
OF POSSESSION
3
Seline, Rebecca A & Rex A
November 2023
4
Edmonds, Mary T & Lester
November 2023
7
Hensley, Jeff L & Susan B
November 2023
10
Kenyon, K C & Patricia
November 2023
13
Tucker, Steven M
November 2023
The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
and do not bind the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised March 9.2020
WATER & SANITARY SEWER REPLACEMENTS: WSM-K
City Project # 103 421
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SUPPLEMENTARY CONDITIONS
Page 2 of 6
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.
SC4.01A.2, "Availability of Lands"
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:
EXPECTED UTILITY AND LOCATION
OWNER
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., "Subsurface and Physical Conditions"
The following are reports of explorations and tests of subsurface conditions at the site of the Work:
A coring/test hole Report dated 10/28/2021, prepared by the City of Fort Worth providing additional
information on site subsurface layers with layer depths and descriptions.
A coring/test hole Report No. 14373942, dated 03/02/2022, prepared by Rone Engineering Services, Ltd., a
consultant of the City, providing additional information on site subsurface layers with layer depths and
descriptions.
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., "Hazardous Environmental Conditions at Site"
The following are reports and drawings of existing hazardous environmental conditions known to the City:
NONE
SC-5.03A., "Certificates of Insurance"
The entities listed below are "additional insureds as their interest may appear" including their respective
officers, directors, agents and employees.
(1) City
(2) Consultant: James DeOtte Engineering, Inc.
(3) Other: NONE
SC-5.04A., "Contractor's Insurance"
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:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised March 9, 2020
WATER & SANITARY SEWER REPLACEMENTS: WSM-K
City Project #103421
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SUPPLEMENTARY CONDITIONS
Page 3 of 6
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
SC-5.04B., "Contractor's Insurance"
5.04B. Commercial General Liability, under Paragraph GC-5.0413. 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.
The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's.
Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance.
SC 5.04C., "Contractor's Insurance"
5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under
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., "Contractor's Insurance"
The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and
material deliveries to cross railroad properties and tracks
NONE
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. Such operations on railroad properties may require that Contractor to execute a "Right of
Entry Agreement" with the particular railroad company or companies involved, and to this end the
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
to the Contractor's use of private and/or construction access roads crossing said railroad company's
properties.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WATER & SANITARY SEWER REPLACEMENTS: WSM-K
Revised March 9, 2020 City Project #103421
00 73 00
SUPPLEMENTARY CONDITIONS
Page 4 of 6
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 continues for so long as the Contractor's operations and work cross,
occupy, or touch railroad property:
(1) General Aggregate:
(2) Each Occurrence:
_ Required for this Contract
X 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
railroad company's right-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. If no grade separation is involved but other work is proposed on a railroad company's right-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.
No work or activities on a railroad company's property to be performed by the Contractor shall be
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 prior to the Contractor's beginning work.
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.
SC-6.04., "Project Schedule"
Project schedule shall be tier 3 for the project.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised March 9, 2020
WATER & SANITARY SEWER REPLACEMENTS: WSM-K
City Project #103421
00 73 00
SUPPLEMENTARY CONDITIONS
Page 5 of 6
SC-6.07., "Wage Rates"
The following is the prevailing wage rate table(s) applicable to this project and is provided in the
Appendixes:
A copy of the table is also available by accessing the City's website at:
httDs://apps.fortworthtexas.Lov/Proi ectResources/
You can access the file by following the directory path:
02-Construction Documents/Specifications/Div00 — General Conditions
SC-6.09., "Permits and Utilities"
SC-6.09A., "Contractor obtained permits and licenses"
The following are known permits and/or licenses required by the Contract to be acquired by the Contractor:
NONE
SC-6.09B. "City obtained permits and licenses"
The following are known permits and/or licenses required by the Contract to be acquired by the City:
NONE
SC-6.09C. "Outstanding permits and licenses"
The following is a list of known outstanding permits and/or licenses to be acquired, if any:
Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE
OF POSSESSION
NONE
SC-7.02., "Coordination"
The individuals or entities listed below have contracts with the City for the performance of other work at
the Site.
Vendor
Scope of Work
SC-8.01, "Communications to Contractor"
SC-9.01., "City's Project Manager"
Coordination Authority
The City's Project Manager for this Contract is Brenda Oropeza, E.I.T., or his/her successor pursuant to
written notification from the Director of Water.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised March 9.2020
WATER & SANITARY SEWER REPLACEMENTS: WSM-K
City Project 9103421
SC-13.03C., "Tests and Inspections"
NONE
SC-16.01C.1, "Methods and Procedures"
NONE
END OF SECTION
Revision Log
00 73 00
SUPPLEMENTARY CONDITIONS
Page 6 of 6
DATE NAME SUMMARY OF CHANGE
1/22/2016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Project
Manager.
3/9/2020 D.V. Magana SC-6.07, Updated the link such that files can be accessed via the City's
website.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised March 9, 2020
WATER & SANITARY SEWER REPLACEMENTS: WSM-K
City Project #103421
011100-1
SUMMARY OF WORK
SECTION 01 11 00
SUMMARY OF WORK
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
Pagel of 3
1. Summary of Work to be performed in accordance with the Contract Documents
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1 - General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Work Covered by Contract Documents
1. Work is to include furnishing all labor, materials, and equipment, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications.
B. Subsidiary Work
1. Any and all Work specifically governed by documentary requirements for the
project, such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
Use and occupy only portions of the public streets and alleys, or other public places
or other rights -of -way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
a. A reasonable amount of tools, materials, and equipment for construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised December 20, 2012
01 1100-2
SUMMARY OF WORK
Page 2 of 3
b. Excavated and waste materials shall be stored in such a way as not to interfere
with the use of spaces that may be designated to be left free and unobstructed
and so as not to inconvenience occupants of adjacent property.
c. If the street is occupied by railroad tracks, the Work shall be carried on in such
manner as not to interfere with the operation of the railroad.
1) All Work shall be in accordance with railroad requirements set forth in
Division 0 as well as the railroad permit.
D. Work within Easements
1. Do not enter upon private property for any purpose without having previously
obtained permission from the owner of such property.
2. Do not store equipment or material on private property unless and until the
specified approval of the property owner has been secured in writing by the
Contractor and a copy furnished to the City.
3. Unless specifically provided otherwise, clear all rights -of -way or easements of
obstructions which must be removed to make possible proper prosecution of the
Work as a part of the project construction operations.
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
lawns, fences, culverts, curbing, and all other types of structures or improvements,
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
appurtenances thereof, including the construction of temporary fences and to all
other public or private property adjacent to the Work.
5. Notify the proper representatives of the owners or occupants of the public or private
lands of interest in lands which might be affected by the Work.
a. Such notice shall be made at least 48 hours in advance of the beginning of the
Work.
b. Notices shall be applicable to both public and private utility companies and any
corporation, company, individual, or other, either as owners or occupants,
whose land or interest in land might be affected by the Work.
c. Be responsible for all damage or injury to property of any character resulting
from any act, omission, neglect, or misconduct in the manner or method or
execution of the Work, or at any time due to defective work, material, or
equipment.
6. Fence
a. Restore all fences encountered and removed during construction of the Project
to the original or a better than original condition.
b. Erect temporary fencing in place of the fencing removed whenever the Work is
not in progress and when the site is vacated overnight, and/or at all times to
provide site security.
c. The cost for all fence work within easements, including removal, temporary
closures and replacement, shall be subsidiary to the various items bid in the
project proposal, unless a bid item is specifically provided in the proposal.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised December 20, 2012
011100-3
SUMMARY OF WORK
Page 3 of 3
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised December 20, 2012
SECTION 0125 00
SUBSTITUTION PROCEDURES
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
012500-I
SUBSTITUTION PROCEDURES
Page 1 of 4
1. The procedure for requesting the approval of substitution of a product that is not
equivalent to a product which is specified by descriptive or performance criteria or
defined by reference to 1 or more of the following:
a. Name of manufacturer
b. Name of vendor
c. Trade name
d. Catalog number
2. Substitutions are not "or -equals".
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Request for Substitution - General
1. Within 30 days after award of Contract (unless noted otherwise), the City will
consider formal requests from Contractor for substitution of products in place of
those specified.
2. Certain types of equipment and kinds of material are described in Specifications by
means of references to names of manufacturers and vendors, trade names, or
catalog numbers.
a. When this method of specifying is used, it is not intended to exclude from
consideration other products bearing other manufacturer's or vendor's names,
trade names, or catalog numbers, provided said products are "or -equals," as
determined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions
under the following conditions:
a. Or -equals are unavailable due to strike, discontinued production of products
meeting specified requirements, or other factors beyond control of Contractor;
or,
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
01 25 00 - 2
SUBSTITUTION PROCEDURES
Page 2 of 4
b. Contractor proposes a cost and/or time reduction incentive to the City.
1.5 SUBMITTALS
A. See Request for Substitution Form (attached)
B. Procedure for Requesting Substitution
1. Substitution shall be considered only:
a. After award of Contract
b. Under the conditions stated herein
Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compliance of proposed substitution with
Contract Documents
2) Data relating to changes in construction schedule, when a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identification
a) Manufacturer's name
b) Telephone number and representative contact name
c) Specification Section or Drawing reference of originally specified
product, including discrete name or tag number assigned to original
product in the Contract Documents
2) Manufacturer's literature clearly marked to show compliance of proposed
product with Contract Documents
3) Itemized comparison of original and proposed product addressing product
characteristics including, but not necessarily limited to:
a) Size
b) Composition or materials of construction
c) Weight
d) Electrical or mechanical requirements
4) Product experience
a) Location of past projects utilizing product
b) Name and telephone number of persons associated with referenced
projects knowledgeable concerning proposed product
c) Available field data and reports associated with proposed product
5) Samples
a) Provide at request of City.
b) Samples become the property of the City.
c. For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C. Approval or Rejection
1. Written approval or rejection of substitution given by the City
2. City reserves the right to require proposed product to comply with color and pattern
of specified product if necessary to secure design intent.
3. In the event the substitution is approved, the resulting cost and/or time reduction
will be documented by Change Order in accordance with the General Conditions.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
01 25 00 - 3
SUBSTITUTION PROCEDURES
Page 3 of 4
4. No additional contract time will be given for substitution.
5. Substitution will be rejected if:
a. Submittal is not through the Contractor with his stamp of approval
b. Request is not made in accordance with this Specification Section
c. In the City's opinion, acceptance will require substantial revision of the original
design
d. In the City's opinion, substitution will not perform adequately the function
consistent with the design intent
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. In making request for substitution or in using an approved product, the Contractor
represents that the Contractor:
1. Has investigated proposed product, and has determined that it is adequate or
superior in all respects to that specified, and that it will perform function for which
it is intended
2. Will provide same guarantee for substitute item as for product specified
3. Will coordinate installation of accepted substitution into Work, to include building
modifications if necessary, making such changes as may be required for Work to be
complete in all respects
4. Waives all claims for additional costs related to substitution which subsequently
arise
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
SUMMARY OF CHANGE
WATER & SANITARY SEWER REPLACEMENTS: WSM-K
City Project #103421
EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
TO:
01 25 00 - 4
SUBSTITUTION PROCEDURES
Page 4 of 4
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason for Substitution:
Include complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A. Will the undersigned contractor pay for changes to the building design, including engineering
and detailing costs caused by the requested substitution?
B. What effect does substitution have on other trades?
C. Differences between proposed substitution and specified item?
D. Differences in product cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specified items are:
Equal Better (explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to the
specified item.
Submitted By: For Use by City
Signature
as noted
Firm
Address
Date
Telephone
For Use by City:
Approved
City
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
_ Recommended _ Recommended
_ Not recommended _Received late
By
Date
Remarks
Date
Rejected
WATER & SANITARY SEWER REPLACEMENTS: WSM-K
City Project 9103421
SECTION 013119
PRECONSTRUCTION MEETING
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
01 31 19 - 1
PRECONSTRUCTION MEETING
Page 1 of 3
1. Provisions for the preconstruction meeting to be held prior to the start of Work to
clarify construction contract administration procedures
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the execution of the
Agreement and before Work is started.
a. The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shall include:
a. Project Representative
b. Contractor's project manager
c. Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised August 17, 2012
01 31 19 - 2
PRECONSTRUCTION MEETING
Page 2 of 3
e. Other City representatives
f. Others as appropriate
4. Construction Schedule
a. Prepare baseline construction schedule in accordance with Section 0132 16 and
provide at Preconstruction Meeting.
b. City will notify Contractor of any schedule changes upon Notice of
Preconstruction Meeting.
5. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor's work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
1. Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre -Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City's representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. M/WBE or MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
J. Questions or Comments
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
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PRECONSTRUCTION MEETING
Page 3 of 3
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised August 17, 2012
SECTION 013120
PROJECT MEETINGS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
01 31 20- 1
PROJECT MEETINGS
Pagel of 3
1. Provisions for project meetings throughout the construction period to enable orderly
review of the progress of the Work and to provide for systematic discussion of
potential problems
B. Deviations this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Schedule, attend and administer as specified, periodic progress meetings, and
specially called meetings throughout progress of the Work.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meetings administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
4. Meetings, in addition to those specified in this Section, may be held when requested
by the City, Engineer or Contractor.
B. Pre -Construction Neighborhood Meeting
1. After the execution of the Agreement, but before construction is allowed to begin,
attend 1 Public Meeting with affected residents to:
a. Present projected schedule, including construction start date
b. Answer any construction related questions
2. Meeting Location
a. Location of meeting to be determined by the City.
3. Attendees
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PROJECT MEETINGS
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a. Contractor
b. Project Representative
c. Other City representatives
4. Meeting Schedule
a. In general, the neighborhood meeting will occur within the 2 weeks following
the pre -construction conference.
b. In no case will construction be allowed to begin until this meeting is held.
C. Progress Meetings
1. Formal project coordination meetings will be held periodically. Meetings will be
scheduled and administered by Project Representative.
2. Additional progress meetings to discuss specific topics will be conducted on an as -
needed basis. Such additional meetings shall include, but not be limited to:
a. Coordinating shutdowns
b. Installation of piping and equipment
c. Coordination between other construction projects
d. Resolution of construction issues
e. Equipment approval
3. The Project Representative will preside at progress meetings, prepare the notes of
the meeting and distribute copies of the same to all participants who so request by
fully completing the attendance form to be circulated at the beginning of each
meeting.
4. Attendance shall include:
a. Contractor's project manager
b. Contractor's superintendent
c. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
d. Engineer's representatives
e. City's representatives
f. Others, as requested by the Project Representative
5. Preliminary Agenda may include:
a. Review of Work progress since previous meeting
b. Field observations, problems, conflicts
c. Items which impede construction schedule
d. Review of off -site fabrication, delivery schedules
e. Review of construction interfacing and sequencing requirements with other
construction contracts
f. Corrective measures and procedures to regain projected schedule
g. Revisions to construction schedule
h. Progress, schedule, during succeeding Work period
i. Coordination of schedules
j. Review submittal schedules
k. Maintenance of quality standards
1. Pending changes and substitutions
in. Review proposed changes for:
1) Effect on construction schedule and on completion date
2) Effect on other contracts of the Project
n. Review Record Documents
o. Review monthly pay request
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PROJECT MEETINGS
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p. Review status of Requests for Information
6. Meeting Schedule
a. Progress meetings will be held periodically as determined by the Project
Representative.
1) Additional meetings may be held at the request of the:
a) City
b) Engineer
c) Contractor
7. Meeting Location
a. The City will establish a meeting location.
1) To the extent practicable, meetings will be held at the Site.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
SUMMARY OF CHANGE
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City Project #103421
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1 SECTION 0132 16
2 CONSTRUCTION SCHEDULE
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. General requirements for the preparation, submittal, updating, status reporting and
7 management of the Construction Progress Schedule
8 2. Speck requirements are presented in the City of Fort Worth Schedule Guidance
9 Document
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 D. Purpose
16 The City of Fort Worth (City) is committed to delivering quality, cost-effective
17 infrastructure to its citizens in atimely manner. Akey tool to achieve this purpose is a
18 properly structured schedule with accurate updates. This supports effective monitoring
19 of progress and is input to critical decision making by the project manager throughout
20 the life of the project. Data from the updated project schedule is utilized in status
21 reporting to various levels of the City organization and the citizenry.
22
23 This Document complements the City's Standard Agreement to guide the construction
24 contractor (Contractor) in preparing and submitting acceptable schedules for use by the
25 City in project delivery. The expectation is the performance of the work follows the
26 accepted schedule and adhere to the contractual timeline.
27
28 The Contractor will designate a qualified representative (Project Scheduler) responsible
29 for developing and updating the schedule and preparing status reporting as required by
30 the City.
31 1.2 PRICE AND PAYMENT PROCEDURES
32 A. Measurement and Payment
33 1. Work associated with this Item is considered subsidiary to the various items bid.
34 No separate payment will be allowed for this Item.
35 2. Non-compliance with this specification is grounds for City to withhold payment of
36 the Contractor's invoices until Contractor achieves said compliance.
37 1.3 REFERENCES
38 A- Project Schedules
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1 Each project is represented by City's master project schedule that encompasses the
2 entire scope of activities envisioned by the City to properly deliver the work. When the
3 City contracts with a Contractorto perform construction of the Work, the Contractor
4 will develop and maintain a schedule for their scope of work in alignment with the
5 City's standard schedule requirements as defined herein. The data and information of
6 each such schedule will be leveraged and become integral in the master project
7 schedule as deemed appropriate by the City's Project Control Specialist and approved
8 by the City's Project Manager.
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Master Project Schedule
The master project schedule is a holistic representation of the scheduled activities
and milestones for the total project and be Critical Path Method (CPM) based. The
City's Project Manager is accountable for oversight of the development and
maintaining a master project schedule for each project. When the City contracts for
the design and/or construction of the project, the master project schedule will
incorporate elements of the Design and Construction schedules as deemed
appropriate by the City's Project Control Specialist. The assigned City Project
Control Specialist creates and maintains the master project schedule in P6 (City's
scheduling software).
2. Construction Schedule
The Contractor is responsible for developing and maintaining a schedule for the
scope of the Contractor's contractual requirements. The Contractor will issue an
initial schedule for review and acceptance by the City's Project Control Specialist
and the City's Project Manager as a baseline schedule for Contractor's scope of
work. Contractorwill issue current, accurate updates of their schedule (Progress
Schedule) to the City at the end of each month throughout the life of their work.
B. Schedule Tiers
The City has a portfolio of projects that vary widely in size, complexity and content
requiring different scheduling to effectively deliver each project. The City uses a
"tiered" approach to align the proper schedule with the criteria for each project. The
City's Project Manager determines the appropriate schedule tier for each project, and
includes that designation and the associated requirements in the Contractor's scope of
work. The following is a summary of the "tiers".
1. Tier 1: Small Size and Short Duration Project (design not required)
The City develops and maintains a Master Project Schedule for the project. No
schedule submittal is required from Contractor. City's Project Control Specialist
acquires any necessary schedule status data or information through discussions with
the respective party on an as -needed basis.
2. Tier 2: Small Size and Short to Medium Duration Project
The City develops and maintains a Master Project Schedule for the project. The
Contractor identifies "start" and "finish" milestone dates on key elements of their
work as agreed with the City's Project Manager at the kickoff of their work effort.
The Contractor issues to the City, updates to the "start" and "finish" dates for such
milestones at the end of each month throughout the life of their work on the project.
3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration
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1 The City develops and maintains a Master Project Schedule for the project. The
2 Contractor develops a Baseline Schedule and maintains the schedule of their
3 respective scope of work on the project at a level of detail (generally Level 3) and in
4 alignment with the WBS structure in Section 1.4.H as agreed by the Project
5 Manager. The Contractor issues to the City, updates of their respective schedule
6 (Progress Schedule) at the end of each month throughout the fife of their work on the
7 project.
8 C. Schedule Types
9 Project delivery for the City utilizes two types of schedules as noted below. The City
10 develops and maintains a Master Project Schedule as a "baseline" schedule and issue
11 monthly updates to the City Project Manager (end of each month) as a `progress"
12 schedule. The Contractor prepares and submits each schedule type to fulfill their
13 contractual requirements.
14
15 1. Baseline Schedule
16 The Contractor develops and submits to the City, an initial schedule for their scope
17 of work in alignment with this specification. Once reviewed and accepted by the
18 City, it becomes the "Baseline" schedule and is the basis against which all progress
19 is measured. The baseline schedule will be updated when there is a change or
20 addition to the scope of work impacting the duration of the work, and only after
21 receipt of a duly authorized change order issued by the City. In the event progress is
22 significantly behind schedule, the City's Project Manager may authorize an update
23 to the baseline schedule to facilitate a more practical evaluation of progress. An
24 example of a Baseline Schedule is provided in Specification 01 32 16.1
25 Construction Project Schedule Baseline Example.
26
27 2. Progress Schedule
28 The Contractor updates their schedule at the end of each month to represent the
29 progress achieved in the work which includes any impact from authorized changes
30 in the -work. The updated schedule must accurately reflect the current status of the
31 work at that point in time and is referred to as the "Progress Schedule". The City's
32 Project Manager and Project Control Specialist reviews and accepts each progress
33 schedule. In the event a progress schedule is deemed not acceptable, the
34 unacceptable issues are identified by the City within 5 working days and the
35 Contractor must provide an acceptable progress schedule within 5 working days
36 after receipt of non -acceptance notification. An example of a Progress Schedule is
37 provided in Specification 0132 16.2 Construction Project Schedule Progress
38 Example.
39 D. City Standard Schedule requirements
40 The following is an overview of the methodology for developing and maintaining a
41 schedule for delivery of a project.
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Schedule Framework - The schedule will be based on the defined scope of work
and follow the (Critical Path Methodology) CPM method. The Contractor's
schedule will align with the requirements of this specification and will be cost
loaded to reflect their plan for execution. Compliance with cost loading can be
provided with traditional cost loading of line items OR a projected cost per
month for the project when the initial schedule is submitted, updated on a
quarterly basis is significant change is anticipated. Overall schedule duration
will align with the contractual requirements for the respective scope of workand be
reflected in City's Master Project Schedule. The Project Number and Name of the
Project is required on each schedule and must match the City's project data.
E. Schedule File Name
All schedules submitted to the City for a project will have a file name that begins with
the City's project number followed by the name of theproject followed by baseline (if
a baseline schedule) or the yearand month (if a progress schedule), as shown below.
• Baseline Schedule File Name
Format: City Project Number —Project Name —Baseline
Example: 101376 North Montgomery Street HMAC Baseline
• Progress Schedule File Name
Format: City Project Number _Project Name_YYYY-MM
Example: 101376 North Montgomery Street HMAC_2018_01
• Project Schedule Progress Narrative File Name
Format: City Project Number —Project Name_PN YYYY-MM
Example: 101376 North Montgomery Street HMAC_PN_2018_01
F. Schedule Templates
The Contractor will utilize the relevant sections from the City's templates provided in
the City's document management system as the basis for creating their respective
project schedule. Specifically, the Contractor's schedule will align with the layout of
the Construction section. The templates are identified by type of project as noted
below.
• Arterials
• Aviation
• Neighborhood Streets
• Sidewalks (later)
• Quiet Zones (later)
• Street Lights (later)
• Intersection Improvements (later)
• Parks
• Storm water
• Street Maintenance
• Traffic
• Water
G. Schedule Calendar
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I The City's standard calendar for schedule development purposes is based on a 5-day
2 workweek and accounts for the City's eight standard holidays (New Years, Martin
3 Luther King, Memorial, Independence, Labor, Thanksgiving, day after Thanksgiving,
4 Christmas). The Contractor will establish a schedule calendar as part of the schedule
5 development process and provide to the Project Control Specialist as part of the basis
6 for their schedule. Variations between the City's calendar and the Contractor's
7 calendar must be resolved prior to the City's acceptance of their Baseline project
8 schedule.
10 H. WBS & Milestone Standards for Schedule Development
11 The scope of work to be accomplished by the Contractor is represented in the schedule
12 in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the
13 development of the schedule activities and shall be imbedded and depicted in the
14 schedule.
15
16 The follow ing is a summary of the standards to be followed in preparing and
17 maintaining a schedule for project delivery.
18
19 1. Contractor is required to utilize the City's WBS structure and respective
20 project type template for "Construction" as shown in Section 1.4.Hbelow.
21 Additional activities may be added to Levels 1 - 4 to accommodate the needs
22 of the organization executing the work. Specifically the Contractor will add
23 activities under WBS XXXXXX.80.83 "Construction Execution" that
24 delineates the activities associated with the various components of the work.
25
26 2. Contractor is required to adhere to the City's Standard Milestones as shown
27 in Section 1.4.I below. Contractorwill include additional milestones
28 representing intermediate deliverables as required to accurately reflect their
29 scope of work.
30
31 I. Schedule Activities
32 Activities are the discrete elements of work that make up the schedule. They will be
33 organized under the umbrella of the WBS. Activity descriptions should adequately
34 describe the activity, and in some cases the extent of the activity. All activities are
35 logically tied with a predecessor and a successor. The only exception to this rule is for
36 "project start" and "project finish" milestones.
37
38 The activity duration is based on the physical amount of work to be performed for the
39 stated activity, with a maximum duration of 20 working days OR a continuous activity
40 in one location. If the work for any one activity exceeds 20 days, break that activity
41 down incrementally to achieve this duration constraint. Any exception to this requires
42 review and acceptance by the City's Project Control Specialist.
43
44 J. Change Orders
45 When a Change Order is issued by the City, the impact is incorporated into the
46 previously accepted baseline schedule as an update, to clearly show impact to the
47 project timeline. The Contractor submits this updated baseline schedule to the City for
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review and acceptance as described in Section 1.5 below. Updated baseline schedules
adhere to the following:
1. Time extensions associated with approved contract modifications are limited to the
actual amount of time the project activities are anticipated to be delayed, unless
otherwise approved by the Program Manager.
2. The re-baselined schedule is submitted by the Contractor within ten workdays after
the date of receipt of the approved Change Order.
3. The changes in logic or durations approved by the City are used to analyze the impact
of the change and is included in the Change Order. The coding for a new activity(s)
added to the schedule for the Change Order includes the Change Order number in the
Activity ID. Use as many activities as needed to accurately show the work of the
Change Order. Revisions to the baseline schedule are not effective until accepted by
the City.
K City's Work Breakdown Structure
WBS Code WBS Name
XXXXXX Project Name
XXXXXX.30 Design
XXXXXX.30.10
Design Contractor Agreement
XXXXXX.30.20
Conceptual Design (30%)
XXXXXX.30.30
Preliminary Design (60%)
XXXXXX.30.40
Final Design
XXXXXX.30.50
Environmental
XXXXXX.30.60
Permits
XXXXXX.30.60.10
Permits - Identification
XXXXXX.30.60.20
Permits - Review/Approve
XXXXXX.40 ROW & Easements
XXXXXX.40.10
ROW Negotiations
XXXXXX.40.20
Condemnation
XXXXXX.70 Utility Relocation
XXXXXX.70.10
Utility Relocation Co-ordination
XXXXXX.80 Construction
XXXXXX.80.81
Bid and Award
XXXXXX.80.83
Construction Execution
XXXXXX. 80.8 5
Inspection
X XXXX.80.86
Landscaping
XXXXXX.90 Closeout
XXXXXX.90.10
Construction Contract Close-out
XXXXXX.90.40
Design Contract Closure
L. City's Standard Milestones
The following milestone activities (i.e., important events on a project that mark critical
points in time) are of particular interest to the City and must be reflected in the project
schedule for all phases of work.
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Activity ID Activitv Name
Design
3020
Award Design Agreement
3040
Issue Notice to Proceed - Design Engineer
3100
Design Kick-off Meeting
3120
Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water,
Water & Sewer
3150
Peer Review Meeting/Design Review meeting (technical)
3160
Conduct Design Public Meeting #1 (required)
3170
Conceptual Design Complete
3220
Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic,
Parks, Storm Water, Water & Sewer
3250
Conduct Design Public Meeting #2 (required)
3260 Preliminary Design Complete
3310
Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water,
Water & Sewer
3330
Conduct Design Public Meeting #3 (if required)
3360
Final Design Complete
ROW & Easements
4000
Right of Way Start
4230
Right of Way Complete
Utility Relocation
7000
Utilities Start
7120
Utilities Cleared/Complete
Construction
Bid and
Award
8110
Start Advertisement
8150
Conduct Bid Opening
8240
Award Construction Contract
Construction Execution
8330
Conduct Construction Public Meeting #4 Pre -Construction
8350
Construction Start
8370
Substantial Completion
8540
Construction Completion
9130
Notice of Completion/Green Sheet
9150
Construction Contract Closed
9420
Design Contract Closed
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39 1.4 SUBMITTALS
40 A. Schedule Submittal & Review
41 The City's Project Manager is responsible for reviews and acceptance of the Contractor's
42 schedule. The City's Project Control Specialist is responsible for ensuring alignment of
43 the Contractor's baseline and progress schedules with the Master Project Schedule as
44 support to the City's Project Manager. The City reviews and accepts or rejects the
45 schedule within ten workdays of Contractor's submittal.
46
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1 1. Schedule Format
2 The Contractor will submit each schedule in two electronic forms, one in native file
3 format (.xer, .xml, .mpx) and the second in apdf format, in the City's document
4 management system in the location dedicated for this purpose and identified by the
5 Project Manager. In the event the Contractor does not use Primavera P6 or MS
6 Project for scheduling purposes, the schedule information must be submitted in.xls or
7 .xlsx format in compliance with the sample layout (See Specification 0132 16.1
8 Construction Project Schedule Baseline Example), including activity predecessors,
9 successors and total float.
10
11 2. Initial & Baseline Schedule
12 The Contractor will develop their schedule for their scope of work and submit their
13 initial schedule in electronic form (in the file formats noted above), in the City's
14 document management system in the location dedicated for this purpose at least S
15 working days prior to Pre Construction Meeting.
16
17 The City's Project Manager and Project Control Specialist review this initial schedule
18 to determine alignment with the City's Master Project Schedule, including format &
19 WBS structure. Following the City's review, feedback is provided to the Contractor
20 for their use in finalizing their initial schedule and issuing (within five workdays) their
21 Baseline Schedule for final review and acceptance by the City.
22
23 3. Progress Schedule
24 The Contractor will update and issue their project schedule (Progress Schedule) by the
25 last day of each month throughout the life of their work on the project. The Progress
26 Schedule is submitted in electronic form as noted above, in the City's document
27 management system in the location dedicated for this purpose.
28
29 The City's Project Control team reviews each Progress Schedule for data and
30 information that support the assessment of the update to the schedule. In the event
31 data or information is missing or incomplete, the Project Controls Specialist
32 communicates directly with the Contractor's scheduler for providing same. The
33 Contractor re -submits the corrected Progress Schedule within S workdays, following
34 the submittal process noted above. The City's Project Manager and Project Control
35 Specialist review the Contractor's progress schedule for acceptance and to monitor
36 performance and progress.
37
38 The following list of items are required to ensure proper status information is
39 contained in the Progress Schedule.
40 • Baseline Start date
41 • Baseline Finish Date
42 • % Complete
43 • Float
44 . Activity Logic (dependencies)
45 • Critical Path
46 • Activities added or deleted
47 • Expected Baseline Finish date
48 • Variance to the Baseline Finish Date
49
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1 B. Monthly Construction Status Report
2 The Contractor submits a written status report (referred to as a progress narrative) at the
3 monthly progress meeting (if monthly meetings are held) or at the end of each month to
4 accompany the Progress Schedule Submittal, using the standard format provided in
5 Specification 0132 16.3 Construction Project Schedule Progress Narrative. The content
6 of the Construction Project Schedule Progress Narrative should be concise and complete
7 to include only changes, delays, and anticipated problems.
8
9 C. Submittal Process
10 • Schedules and Monthly Construction Status Reports are submitted in in the City's
11 document management system in the location dedicated for this purpose.
12 • Once the project has been completed and Final Acceptance has been issued by the
13 City, no further progress schedules or construction status reports are required from
14 the Contractor.
15 1.
16 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
17 1.6 CLOSEOUT SUBMITTALS [NOT USED]
18 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
19 1.8 QUALITY ASSURANCE
20 A. The person preparing and revising the construction Progress Schedule shall be
21 experienced in the preparation of schedules of similar complexity.
22 B. Schedule and supporting documents addressed in this Specification shall be prepared,
23 updated and revised to accurately reflect the performance of the construction.
24 C. Contractor is responsible for the quality of all submittals in this section meeting the
25 standard of care for the construction industry for similar projects.
26 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED]
27 1.10 FIELD [SITE] CONDITIONS [NOT USED]
28 1.11 WARRANTY [NOT USED]
29 1.12 ATTACHMENTS
30 Spec 01 32 16.1 Construction Project Schedule Baseline Example
31 Spec 01 32 16.2 Construction Project Schedule Progress Example
32 Spec 01 32 16.3 Construction Project Schedule Progress Narrative
33
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised August 13, 2021
01 32 16 - l0
CONSTRUCTION PROGRESS SCHEDULE
2 PART 2 - PRODUCTS [NOT USED]
3 PART 3 - EXECUTION [NOT USED]
4 END OF SECTION
DATE NAME
Revision Log
SUMMARY OF CHANGE
Page 10 of 10
8/13/2021 Michael Owen Revised to update specification requirements and eliminate duplicate schedule
specifications.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised August 13, 2021
01 32 16.1
CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE
Pagel of 5
1 SECTION 0132 16.1
2 CONSTRUCTION SCHEDULE — BASELINE EXAMPLE
3 PART1- GENERAL
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
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22
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The following is an example of a Contractor's project schedule that illustrates the data and
expectation for schedule content depicting the baseline for the project. This version of the
schedule is referred to as a "baseline" schedule. This example is intended to provide
guidance for the Contractor when developing and submitting a baseline schedule. See CFW
Specification 01 32 16 Construction Schedule for details and requirements regarding the
Contractor's project schedule.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised August 13, 2021
01 32 16.1
CONSTRUCTION PROGRESS SCHEDULE - BASELINE EXAMPLE
Page 2 of 5
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised August 13, 2021
01 32 16.1
CONSTRUCTION PROGRESS SCHEDULE— BASELINE EXAMPLE
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CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised August 13, 2021
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01 32 16.1
CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE
Page of
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
July 20, 2018 M. Jarrell Initial Issue
May 7, 2021 M Owen Revised name due to revising the schedule specification
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised August 13, 2021
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0132 16.2
CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE
Pagel of 5
SECTION 0132 16.2
CONSTRUCTION SCHEDULE — PROGRESS EXAMPLE
PART1- GENERAL
The following is an example of a Contractor's project schedule that illustrates the data and
expectation for schedule content depicting the progress for the project. This version of the
schedule is referred to as a "progress" schedule. This example is intended to provide
guidance for the Contractor when developing and submitting a progress schedule. See
CFW Specification 01 32 16 Construction Schedule for details and requirements regarding
the Contractor's project schedule.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #I0342I
Revised August 13, 2021
01 32 16.2
CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE
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CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised August 13, 2021
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CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE
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CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised August 13, 2021
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0132 16.2
CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE
Page 5 of 5
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
July 20, 2018 M. Jarrell Initial Issue
May 7, 2021 M Owen Revised name due to revising the schedule specification
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project 9103421
Revised August 13, 2021
0132 16.3
—PROGRESS NARRATIVE
Pagel of 1
SECTION 0132 16.3
CONSTRUCTION PROJECT SCHEDULE PROGRESS NARRATIVE
Reporting Period: Date Issued:
Project Name: ContractorCompanyName:
City Project No: Contractor Schedule Contact:
City Project Manager:
A List of activities changed in the reporting period.
1. (insert text here)
2. (insert text here)
3. (insert text here)
4. (insert text here)
5. (insert text here)
6. (insert text here)
B. List any potential delays and provide mitigation actions
1. (insert text here)
2. (insert text here)
3. (insert text here)
C. List any actual delays and provide recovery actions
1. (insert text here)
2. (insert text here)
3. (insert text here)
City of Fort Worth, Texas
Construction Project Schedule Narrative Report for CFW Projects
Revised August 13, 2021
Page 1 of 1
013233-I
PRECONSTRUCTION VIDEO
Page 1 of 2
SECTION 0132 33
PRECONSTRUCTION VIDEO
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Preconstruction Video
1. Produce a preconstruction video of the site/alignment, including all areas in the
vicinity of and to be affected by construction.
a. Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS. WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
01 32 33 - 2
PRECONSTRUCTION VIDEO
PART 3 - EXECUTION [NOT USED]
Page 2 of 2
END OF SECTION
Revision Log
DATE NAME
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
SUMMARY OF CHANGE
WATER & SANITARY SEWER REPLACEMENTS: WSM-K
City Project #103421
SECTION 0133 00
SUBMITTALS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
01 33 00 - 1
SUBMITTALS
Page 1 of 8
General methods and requirements of submissions applicable to the following
Work -related submittals:
a. Shop Drawings
b. Product Data (including Standard Product List submittals)
c. Samples
d. Mock Ups
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
d) Purchasing
e) Fabrication
f) Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised December 20.2012
01 33 00 - 2
SUBMITTALS
Page 2 of 8
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B. Submittal Numbering
When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C. Contractor Certification
1. Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify the following:
a. Field measurements
b. Field construction criteria
c. Catalog numbers and similar data
d. Conformance with the Contract Documents
Provide each shop drawing, sample and product data submitted by the Contractor
with a Certification Statement affixed including:
a. The Contractor's Company name
b. Signature of submittal reviewer
c. Certification Statement
1) `By this submittal, I hereby represent that I have determined and verified
field measurements, field construction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approved shop drawings."
D. Submittal Format
1. Fold shop drawings larger than 8 1/2 inches x 11 inches to 8 '/2 inches x 11 inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised December 20, 2012
01 33 00 - 3
SUBMITTALS
Page 3 of 8
2. The Project title and number
3. Contractor identification
4. The names of:
a. Contractor
b. Supplier
c. Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s)
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identification by highlighting of deviations from Contract Documents
10. Identification by highlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
F. Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limited to:
a. Custom -prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwork manufacturing instructions
e. Custom templates
f. Special wiring diagrams
g. Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
I. As applicable to the Work
2. Details
a. Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. For submittals of product data for products included on the City's Standard Product
List, clearly identify each item selected for use on the Project.
2. For submittals of product data for products not included on the City's Standard
Product List, submittal data may include, but is not necessarily limited to:
a. Standard prepared data for manufactured products (sometimes referred to as
catalog data)
1) Such as the manufacturer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing -in diagrams and templates
5) Catalog cuts
6) Product photographs
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised December 20. 2012
013300-4
SUBMITTALS
Page 4 of 8
7) Standard wiring diagrams
8) Printed performance curves and operational -range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare -parts listing and printed product warranties
12) As applicable to the Work
H. Samples
As specified in individual Sections, include, but are not necessarily limited to:
a. Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
I. Do not start Work requiring a shop drawing, sample or product data nor any material to
be fabricated or installed prior to the approval or qualified approval of such item.
1. Fabrication performed, materials purchased or on -site construction accomplished
which does not conform to approved shop drawings and data is at the Contractor's
risk.
2. The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance
with approved shop drawings, applicable samples, and product data.
J. Submittal Distribution
1. Electronic Distribution
a. Confirm development of Project directory for electronic submittals to be
uploaded to City's Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c. Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised December 20, 2012
013300-5
SUBMITTALS
Page 5 of 8
a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding the number
previously specified.
K. Submittal Review
1. The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c. Approving departures from details furnished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a. All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under I of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or
comments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised December 20, 2012
01 33 00 - 6
SUBMITTALS
Page 6 of 8
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non -conforming items that were noted.
c) Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor's risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City's
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative's then prevailing rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
7. Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City's
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c. The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the City at least 7 Calendar Days prior to release for
manufacture.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised December 20, 2012
013300-7
SUBMITTALS
Page 7 of 8
9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L. Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M. Qualifications
1. If specifically required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
N. Request for Information (RFI)
Contractor Request for additional information
a. Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Use the Request for Information (RFI) form provided by the City.
3. Numbering of RFI
a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and
increasing sequentially with each additional transmittal.
4. Sufficient information shall be attached to permit a written response without further
information.
5. The City will log each request and will review the request.
a. If review of the project information request indicates that a change to the
Contract Documents is required, the City will issue a Field Order or Change
Order, as appropriate.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised December 20.2012
01 33 00 - 8
SUBMITTALS
Page 8 of 8
PART 2 - PRODUCTS [NOT USEDI
PART 3 - EXECUTION [NOT USED)
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson l .4.K.8. Working Days modified to Calendar Days
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised December 20, 2012
01 35 13 - 1
SPECIAL PROJECT PROCEDURES
Pagel of 8
1 SECTION 0135 13
2 SPECIAL PROJECT PROCEDURES
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedures for special project circumstances that includes, but is not limited to:
7 a. Coordination with the Texas Department of Transportation
8 b. Work near High Voltage Lines
9 c. Confined Space Entry Program
10 d. Use of Explosives, Drop Weight, Etc.
11 e. Water Department Notification
12 f. Public Notification Prior to Beginning Construction
13 g. Coordination with United States Army Corps of Engineers
14 h. Coordination within Railroad permits areas
15 i. Dust Control
16 J. Employee Parking
17 B. Deviations from this City of Fort Worth Standard Specification
18 1. None.
19 C. Related Specification Sections include, but are not necessarily limited to:
20 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
21 2. Division 1 — General Requirements
22 3. Section 33 12 25 — Connection to Existing Water Mains
23 1.2 PRICE AND PAYMENT PROCEDURES
24 A. Measurement and Payment
25 1. Coordination within Railroad permit areas
26 a. Measurement
27 1) Measurement for this Item will be by lump sum.
28 b. Payment
29 1) The work performed and materials furnished in accordance with this Item
30 will be paid for at the lump sum price bid for Railroad Coordination.
31 c. The price bid shall include:
32 1) Mobilization
33 2) Inspection
34 3) Safety training
35 4) Additional Insurance
36 5) Insurance Certificates
37 6) Other requirements associated with general coordination with Railroad,
38 including additional employees required to protect the right-of-way and
39 property of the Railroad from damage arising out of and/or from the
40 construction of the Project.
41 2. Railroad Flagmen
42 a. Measurement
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised March 11, 2022
01 35 13-2
SPECIAL PROJECT PROCEDURES
Page 2 of 8
1 1) Measurement for this Item will be per working day.
2 b. Payment
3 1) The work performed and materials furnished in accordance with this Item
4 will be paid for each working day that Railroad Flagmen are present at the
5 Site.
6 c. The price bid shall include:
7 1) Coordination for scheduling flagmen
8 2) Flagmen
9 3) Other requirements associated with Railroad
10 3. All other items
11 a. Work associated with these Items is considered subsidiary to the various Items
12 bid. No separate payment will be allowed for this Item.
13 1.3 REFERENCES
14 A. Reference Standards
15 1. Reference standards cited in this Specification refer to the current reference
16 standard published at the time of the latest revision date logged at the end of this
17 Specification, unless a date is specifically cited.
18 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
19 High Voltage Overhead Lines.
20 1.4 ADMINISTRATIVE REQUIREMENTS
21 A. Coordination with the Texas Department of Transportation
22 1. When work in the right-of-way which is under the jurisdiction of the Texas
23 Department of Transportation (TxDOT):
24 a. Notify the Texas Department of Transportation prior to commencing any work
25 therein in accordance with the provisions of the permit
26 b. All work performed in the TxDOT right-of-way shall be performed in
27 compliance with and subject to approval from the Texas Department of
28 Transportation
29 B. Work near High Voltage Lines
30 1. Regulatory Requirements
31 a. All Work near High Voltage Lines (more than 600 volts measured between
32 conductors or between a conductor and the ground) shall be in accordance with
33 Health and Safety Code, Title 9, Subtitle A, Chapter 752.
34 2. Warning sign
35 a. Provide sign of sufficient size meeting all OSHA requirements.
36 3. Equipment operating within 10 feet of high voltage lines will require the following
37 safety features
38 a. Insulating cage -type of guard about the boom or arm
39 b. Insulator links on the lift hook connections for back hoes or dippers
40 c. Equipment must meet the safety requirements as set forth by OSHA and the
41 safety requirements of the owner of the high voltage lines
42 4. Work within 6 feet of high voltage electric lines
43 a. Notification shall be given to:
44 1) The power company (example: ONCOR)
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
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0135 13-3
SPECIAL PROJECT PROCEDURES
Page 3 of 8
1 a) Maintain an accurate log of all such calls to power company and record
2 action taken in each case.
3 b. Coordination with power company
4 1) After notification coordinate with the power company to:
5 a) Erect temporary mechanical barriers, de -energize the lines, or raise or
6 lower the lines
7 c. No personnel may work within 6 feet of a high voltage line before the above
8 requirements have been met.
9 C. Confined Space Entry Program
10 1. Provide and follow approved Confined Space Entry Program in accordance with
11 OSHA requirements.
12 2. Confined Spaces include:
13 a. Manholes
14 b. All other confined spaces in accordance with OSHA's Permit Required for
15 Confined Spaces
16 D. Use of Explosives, Drop Weight, Etc.
17 1. When Contract Documents permit on the project the following will apply:
18 a. Public Notification
19 1) Submit notice to City and proof of adequate insurance coverage, 24 hours
20 prior to commencing.
21 2) Minimum 24 hour public notification in accordance with Section 0131 13
22 E. Water Department Coordination
23 1. During the construction of this project, it will be necessary to deactivate, for a
24 period of time, existing lines. The Contractor shall be required to coordinate with
25 the Water Department to determine the best times for deactivating and activating
26 those lines.
27 2. Coordinate any event that will require connecting to or the operation of an existing
28 City water line system with the City's representative.
29 a. Coordination shall be in accordance with Section 33 12 25.
30 b. If needed, obtain a hydrant water meter from the Water Department for use
31 during the life of named project.
32 c. In the event that a water valve on an existing live system be turned off and on
33 to accommodate the construction of the project is required, coordinate this
34 activity through the appropriate City representative.
35 1) Do not operate water line valves of existing water system.
36 a) Failure to comply will render the Contractor in violation of Texas Penal
37 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor
38 will be prosecuted to the full extent of the law.
39 b) In addition, the Contractor will assume all liabilities and
40 responsibilities as a result of these actions.
41 F. Public Notification Prior to Beginning Construction
42 1. Prior to beginning construction on any block in the project, on a block by block
43 basis, prepare and deliver a notice or flyer of the pending construction to the front
44 door of each residence or business that will be impacted by construction. The notice
45 shall be prepared as follows:
46 a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to
47 beginning any construction activity on each block in the project area.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised March 11, 2022
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01 35 13 - 4
SPECIAL PROJECT PROCEDURES
Page 4 of 8
1) Prepare flyer on the Contractor's letterhead and include the following
information:
a) Name of Project
b) City Project No (CPN)
c) Scope of Project (i.e. type of construction activity)
d) Actual construction duration within the block
e) Name of the contractor's foreman and phone number
f) Name of the City's inspector and phone number
g) City's after-hours phone number
2) A sample of the `pre -construction notification' flyer is attached as Exhibit
A.
3) City of Fort Worth Door Hangers will be provided to the Contractor for
distribution with their notice.
4) Submit schedule showing the construction start and finish time for each
block of the project to the inspector.
5) Deliver flyer to the City Inspector for review prior to distribution.
b. No construction will be allowed to begin on any block until the flyer and door
hangers are delivered to all residents of the block.
G. Public Notification of Temporary Water Service Interruption during Construction
1. In the event it becomes necessary to temporarily shut down water service to
residents or businesses during construction, prepare and deliver a notice or flyer of
the pending interruption to the front door of each affected resident.
2. Prepared notice as follows:
a. The notification or flyer shall be posted 24 hours prior to the temporary
interruption.
b. Prepare flyer on the contractor's letterhead and include the following
information:
1) Name of the project
2) City Project Number
3) Date of the interruption of service
4) Period the interruption will take place
5) Name of the contractor's foreman and phone number
6) Name of the City's inspector and phone number
c. A sample of the temporary water service interruption notification is attached as
Exhibit B.
d. Deliver a copy of the temporary interruption notification to the City inspector
for review prior to being distributed.
e. No interruption of water service can occur until the flyer has been delivered to
all affected residents and businesses.
f. Electronic versions of the sample flyers can be obtained from the Project
Construction Inspector.
H. Coordination with United States Army Corps of Engineers (USACE)
1. At locations in the Project where construction activities occur in areas where
USACE permits are required, meet all requirements set forth in each designated
permit.
1. Coordination within Railroad Permit Areas
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised March 11, 2022
01 35 13 - 5
SPECIAL PROJECT PROCEDURES
Page 5 of 8
1
1.
At locations in the project where construction activities occur in areas where
2
railroad permits are required, meet all requirements set forth in each designated
3
railroad permit. This includes, but is not limited to, provisions for:
4
a. Flagmen
5
b. Inspectors
6
c. Safety training
7
d. Additional insurance
8
e. Insurance certificates
9
f. Other employees required to protect the right-of-way and property of the
10
Railroad Company from damage arising out of and/or from the construction of
I I
the project. Proper utility clearance procedures shall be used in accordance
12
with the permit guidelines.
13
2.
Obtain any supplemental information needed to comply with the railroad's
14
requirements.
15
3.
Railroad Flagmen
16
a. Submit receipts to City for verification of working days that railroad flagmen
17
were present on Site.
18
J. Dust
Control
19
1.
Use acceptable measures to control dust at the Site.
20
a. If water is used to control dust, capture and properly dispose of waste water.
21
b. If wet saw cutting is performed, capture and properly dispose of slurry.
22
K. Employee Parking
23
1.
Provide parking for employees at locations approved by the City.
24 1.5 SUBMITTALS [NOT USED]
25 1.6 ACTION SUBMITTALSANFORMATIONAL 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 PART 3 - EXECUTION [NOT USED]
34
35
END OF SECTION
Revision Log
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised March 11, 2022
0135 13 - 6
SPECIAL PROJECT PROCEDURES
Page 6 of 8
DATE NAME SUMMARY OF CHANGE
1.4.13 — Added requirement of compliance with Health and Safety Code, Title 9.
8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit
Remove references to Air Pollution watch Days and NCTCOG Clean construction
3/11/2022 M Owen Specification requirements. Clarify need for Door Hangers under in addition to
contractor notification of public.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised March 11, 2022
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01 35 13 - 7
SPECIAL PROJECT PROCEDURES
Page 7 of 8
EXHIBIT A
(To be printed on Contractor's Letterhead)
Date:
CPN No.:
Project Name:
Mapsco Location:
Limits of Construction:
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
PROPERTY.
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
OF THIS NOTICE.
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
ISSUE, PLEASE CALL:
Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.>
OR
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised March 11. 2022
PA
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01 35 13 - 8
SPECIAL PROJECT PROCEDURES
Page 8 of 8
EXHIBIT B
FoRTWORTH,
DOE NO. XXXX
ftViece nmw.
NOTICE OF TEMPORARY WATER SERVICE
INTERRUPTION
DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR
WATER SERVICE WILL BE INTERRUPTED ON
BETWEEN THE HOURS OF AND
IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL:
MR. AT
(CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER)
OR
MR. AT
(CITY INSPECTOR) (TELEPHONE NUMBER)
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU,
.CONTRACTOR
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised March 11, 2022
01 45 23
TESTING AND INSPECTION SERVICES
Page 1 of 2
SECTION 0145 23
TESTING AND INSPECTION SERVICES
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to the City's document management system, or another external
FTP site approved by the City.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project 9103421
Revised March 9, 2020
01 45 23
TESTING AND INSPECTION SERVICES
Page 2 of 2
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City's Project Representative
4. Provide City's Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
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.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised March 9, 2020
01 50 00 - 1
TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
SECTION 0150 00
TEMPORARY FACILITIES AND CONTROLS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Temporary Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City's Project Representatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
01 5000-2
TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City's
established rates.
3. Electricity and Lighting
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4. Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off -site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D. Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
E. Dust Control
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
01 5000-3
TEMPORARY FACILITIES AND CONTROLS
Page 3 of
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on -call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE -INSTALLATION
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
015000-4
TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
SUMMARY OF CHANGE
WATER & SANITARY SEWER REPLACEMENTS: WSM-K
City Project #103421
01 55 26 -1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
1 SECTION 0155 26
2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A Section Includes:
6 1. Administrative procedures for:
7 a. Street Use Permit
8 b. Modification of approved traffic control
9 c. Removal of Street Signs
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 34 71 13 — Traffic Control
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 REFERENC ES
21 A. Reference Standards
22 1. Reference standards cited in this specification refer to the current reference standard
23 published at the time of the latest revision date logged at the end of this
24 specification, unless a date is specifically cited.
25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A Traffic Control
28 1. General
29 a. Contractor shall minimize lane closures and impact to vehicular/pedestrian
30 traffic.
31 b. When traffic control plans are included in the Drawings, provide Traffic
32 Control in accordance with Drawings and Section 34 71 13.
33 c. When traffic control plans are not included in the Drawings, prepare traffic
34 control plans in accordance with Section 34 71 13 and submit to City for
35 review.
36 1) Allow minimum 10 working days for review of proposed Traffic Control.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised March 22, 2021
01 55 26 - 2
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1 2) A traffic control "Typical" published by City of Fort Worth, the Texas
2 Manual Unified Traffic Control Devices (TMUTCD) or Texas Department
3 of Transportation (Tx -DOT) can be used as an alternative to preparing
4 project/site specific traffic control plan if the typical is applicable to the
5 specific project/site.
6 B. Street Use Permit
7 1. Prior to installation of Traffic Control, a City Street Use Permit is required.
8 a. To obtain Street Use Permit, submit Traffic Control Plans to City
9 Transportation and Public Works Department.
10 1) Allow a minimum of 5 working days for permit review.
11 2) It is the Contractor's responsibility to coordinate review of Traffic Control
12 plans for Street Use Permit, such that construction is not delayed.
13 C. Modification to Approved Traffic Control
14 1. Prior to installation traffic control:
15 a. Submit revised traffic control plans to City Department Transportation and
16 Public Works Department.
17 1) Revise Traffic Control plans in accordance with Section 34 71 13.
18 2) Allow minimum 5 working days for review of revised Traffic Control.
19 3) It is the Contractor's responsibilityto coordinate review of Traffic Control
20 plans for Street Use Permit, such that construction is not delayed.
21 D. Removal of Street Sign
22 1. If it is determined that a street sign must be removed for construction, then contact
23 City Transportation and Public Works Department, Signs and Markings Division to
24 remove the sign.
25 E. Temporary Signage
26 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
27 requirements of the latest edition of the Texas Manual on Uniform Traffic Control
28 Devices (MUTCD).
29 2. Install temporary sign before the removal of permanent sign.
30 3. When construction is complete, to the extent that the permanent sign can be
31 reinstalled, contact the City Transportation and Public Works Department, Signs
32 and Markings Division, to reinstall the permanent sign.
33 F. Traffic Control Standards
34 1. Traffic Control Standards can be found on the City's website.
35 1.5 SUBMITTALS [NOT USED]
36 A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised March 22, 2021
01 55 26 - 3
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
1 1.6 ACTION SUBNIITTALSANFORMATIONAL SUBNUTTALS [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
' Revision Log
DATE NAME SUMMARY OF CHANGE
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
3/22/2021 M Owen applicable to specific project/site.
1.4 F. 1) Removed reference to Buzzsaw
1.5 Added language re: submittal of permit
I
12
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project 9103421
Revised March 22, 2021
015713-1
STORM WATER POLLUTION PREVENTION
Page I of 3
SECTION 01 5713
STORM WATER POLLUTION PREVENTION
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Procedures for Storm Water Pollution Prevention Plans
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1 — General Requirements
3. Section 3125 00 — Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a. Work associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Construction Activities resulting in greater than 1 acre of disturbance
a. Measurement and Payment shall be in accordance with Section 3125 00.
1.3 REFERENCES
A. Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: NOT
3. Storm Water Pollution Prevention Plan: SWPPP
4. Texas Commission on Environmental Quality: TCEQ
5. Notice of Change: NOC
A. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. Integrated Storm Management (iSWM) Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A. General
1. Contractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July I, 2011
015713-2
STORM WATER POLLUTION PREVENTION
Page 2 of 3
B. Construction Activities resulting in:
1. Less than 1 acre of disturbance
a. Provide erosion and sediment control in accordance with Section 3125 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Required under general permit
TXR150000
a) Sign and post at job site
b) Prior to Preconstruction Meeting, send 1 copy to City Department of
Transportation and Public Works, Environmental Division, (817) 392-
6088.
2) Provide erosion and sediment control in accordance with:
a) Section 3125 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
5 acres or more of Disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a) Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a) Section 3125 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
4) Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
1.5 SUBMITTALS
A. SWPPP
Submit in accordance with Section 0133 00, except as stated herein.
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a) City Project Manager will forward to the City Department of
Transportation and Public Works, Environmental Division for review
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
01 57 13 - 3
STORM WATER POLLUTION PREVENTION
Page 3 of 3
B. Modified SWPPP
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
in accordance with Section 01 33 00.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
SUMMARY OF CHANGE
WATER & SANITARY SEWER REPLACEMENTS: WSM-K
City Project #103421
015813-1
TEMPORARY PROJECT SIGNAGE
Page 1 of 3
SECTION 0158 13
TEMPORARY PROJECT SIGNAGE
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Temporary Project Signage Requirements
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2- PRODUCTS
2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
A. Design Criteria
1. Provide free standing Project Designation Sign in accordance with City's Standard
Details for project signs.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
015813-2
TEMPORARY PROJECT SIGNAGE
Page 2 of 3
B. Materials
1. Sign
a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. General
1. Provide vertical installation at extents of project.
2. Relocate sign as needed, upon request of the City.
B. Mounting options
a. Skids
b. Posts
c. Barricade
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE
A. General
1. Maintenance will include painting and repairs as needed or directed by the City.
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
01 58 13 - 3
TEMPORARY PROJECT SIGNAGE
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
SECTION 0160 00
PRODUCT REQUIREMENTS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
01 60 00
PRODUCT REQUIREMENTS
Page 1 of 2
1. References for Product Requirements and City Standard Products List
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. A list of City approved products for use is available through the City's website at:
https://apps.fortworthtexas.gov/ProjectResources/ and following the directory path;
02 - Construction Documents/Standard Products List
B. Only products specifically included on City's Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
C. Any specific product requirements in the Contract Documents supersede similar
products included on the City's Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City's Standard Product List.
D. Although a specific product is included on City's Standard Product List, not all
products from that manufacturer are approved for use, including but not limited to, that
manufacturer's standard product.
E. See Section 0133 00 for submittal requirements of Product Data included on City's
Standard Product List.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 103421
Revised March 9, 2020
01 60 00
PRODUCT REQUIREMENTS
Page 2 of 2
1.10 DELIVERY, STORAGE, AND HANDLING (NOT USED]
1.11 FIELD [SITE] CONDITIONS (NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION ]NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City's Standard Product List
3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City's website.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised March 9, 2020
01 66 00 - 1
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page I of 4
SECTION 0166 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Scheduling of product delivery
2. Packaging of products for delivery
3. Protection of products against damage from:
a. Handling
b. Exposure to elements or harsh environments
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY AND HANDLING
A. Delivery Requirements
1. Schedule delivery of products or equipment as required to allow timely installation
and to avoid prolonged storage.
2. Provide appropriate personnel and equipment to receive deliveries.
3. Delivery trucks will not be permitted to wait extended periods of time on the Site
for personnel or equipment to receive the delivery.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project 9103421
Revised July 1, 20I1
016600-2
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
4. Deliver products or equipment in manufacturer's original unbroken cartons or other
containers designed and constructed to protect the contents from physical or
environmental damage.
5. Clearly and fully mark and identify as to manufacturer, item and installation
location.
6. Provide manufacturer's instructions for storage and handling.
B. Handling Requirements
1. Handle products or equipment in accordance with these Contract Documents and
manufacturer's recommendations and instructions.
C. Storage Requirements
1. Store materials in accordance with manufacturer's recommendations and
requirements of these Specifications.
2. Make necessary provisions for safe storage of materials and equipment.
a. Place loose soil materials and materials to be incorporated into Work to prevent
damage to any part of Work or existing facilities and to maintain free access at
all times to all parts of Work and to utility service company installations in
vicinity of Work.
3. Keep materials and equipment neatly and compactly stored in locations that will
cause minimum inconvenience to other contractors, public travel, adjoining owners,
tenants and occupants.
a. Arrange storage to provide easy access for inspection.
4. Restrict storage to areas available on construction site for storage of material and
equipment as shown on Drawings, or approved by City's Project Representative.
5. Provide off -site storage and protection when on -site storage is not adequate.
a. Provide addresses of and access to off -site storage locations for inspection by
City's Project Representative.
6. Do not use lawns, grass plots or other private property for storage purposes without
written permission of owner or other person in possession or control of premises.
7. Store in manufacturers' unopened containers.
8. Neatly, safely and compactly stack materials delivered and stored along line of
Work to avoid inconvenience and damage to property owners and general public
and maintain at least 3 feet from fire hydrant.
9. Keep public and private driveways and street crossings open.
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
satisfaction of City's Project Representative.
a. Total length which materials may be distributed along route of construction at
one time is 1,000 linear feet, unless otherwise approved in writing by City's
Project Representative.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
01 66 00 - 3
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A. Tests and Inspections
1. Inspect all products or equipment delivered to the site prior to unloading.
B. Non -Conforming Work
1. Reject all products or equipment that arc damaged, used or in any other way
unsatisfactory for use on the project.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION
A. Protect all products or equipment in accordance with manufacturer's written directions.
B. Store products or equipment in location to avoid physical damage to items while in
storage.
C. Protect equipment from exposure to elements and keep thoroughly dry if required by
the manufacturer.
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
016600-4
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
2
3
4 PART1- GENERAL
5 1.1 SUMMARY
6 A. Section Includes:
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
01 70 00 - 1
MOBILIZATION AND REMOBILIZATION
Pagel of4
SECTION 0170 00
MOBILIZATION AND REMOBILIZATION
1. Mobilization and Demobilization
a. Mobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor's operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor's personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor's operation
from 1 location to another location on the Site.
b. Demobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
2. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised November 22, 2016
017000-2
MOBILIZATION AND REMOBILIZATION
Page 2 of 4
1 3. Mobilizations and Demobilization for Miscellaneous Projects
2 a. Mobilization and Demobilization
3 1) Mobilization shall consist of the activities and cost on a Work Order basis
4 necessary for:
5 a) Transportation of Contractor's personnel, equipment, and operating
6 supplies to the Site for the issued Work Order.
7 b) Establishment of necessary general facilities for the Contractor's
8 operation at the Site for the issued Work Order
9 2) Demobilization shall consist of the activities and cost necessary for:
10 a) Transportation of Contractor's personnel, equipment, and operating
11 supplies from the Site including disassembly for each issued Work
12 Order
13 b) Site Clean-up for each issued Work Order
14 c) Removal of all buildings or other facilities assembled at the Site for
15 each Work Oder
16 b. Mobilization and Demobilization do not include activities for specific items of
17 work for which payment is provided elsewhere in the contract.
18 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
19 a. A Mobilization for Miscellaneous Projects when directed by the City and the
20 mobilization occurs within 24 hours of the issuance of the Work Order.
21 B.Deviations from this City of Fort Worth Standard Specification
22 1. None.
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 1.2 PRICE AND PAYMENT PROCEDURES
27 A.Measurement and Payment [Consult City Department/Division for direction on if
28 Mobilization pay item to be included or the item should be subsidiary. Include the
29 appropriate Section 1.2 A. 1.]
30 1. Mobilization and Demobilization
31 a. Measure
32 1) This Item is considered subsidiary to the various Items bid.
33 b. Payment
34 1) The work performed and materials furnished in accordance with this Item
35 are subsidiary to the various Items bid and no other compensation will be
36 allowed.
37 2. Remobilization for suspension of Work as specifically required in the Contract
38 Documents
39 a. Measurement
40 1) Measurement for this Item shall be per each remobilization performed.
41 b. Payment
42 1) The work performed and materials furnished in accordance with this Item
43 and measured as provided under "Measurement" will be paid for at the unit
44 price per each "Specified Remobilization" in accordance with Contract
45 Documents.
46 c. The price shall include:
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised November 22. 2016
017000-3
MOBILIZATION AND REMOBILIZATION
Page 3 of 4
1
1) Demobilization as described in Section 1.1.A.2.a.1)
2
2) Remobilization as described in Section 1.1.A.2.a.2)
3
d.
No payments will be made for standby, idle time, or lost profits associated this
4
Item.
5
3. Remobilization for suspension of Work as required by City
6
a.
Measurement and Payment
7
1) This shall be submitted as a Contract Claim in accordance with Article 10
8
of Section 00 72 00.
9
2) No payments will be made for standby, idle time, or lost profits associated
10
with this Item.
11
4. Mobilizations and Demobilizations for Miscellaneous Projects
12
a.
Measurement
13
1) Measurement for this Item shall be for each Mobilization and
14
Demobilization required by the Contract Documents
15
b.
Payment
16
1) The Work performed and materials furnished in accordance with this Item
17
and measured as provided under "Measurement" will be paid for at the unit
18
price per each "Work Order Mobilization" in accordance with Contract
19
Documents. Demobilization shall be considered subsidiary to mobilization
20
and shall not be paid for separately.
21
c.
The price shall include:
22
1) Mobilization as described in Section 1.1.A.3.a.1)
23
2) Demobilization as described in Section 1.1.A.3.a.2)
24
d.
No payments will be made for standby, idle time, or lost profits associated this
25
Item.
26
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
27
a.
Measurement
28
1) Measurement for this Item shall be for each Mobilization and
29
Demobilization required by the Contract Documents
30
b.
Payment
31
1) The Work performed and materials furnished in accordance with this Item
32
and measured as provided under "Measurement" will be paid for at the unit
33
price per each "Work Order Emergency Mobilization" in accordance with
34
Contract Documents. Demobilization shall be considered subsidiary to
35
mobilization and shall not be paid for separately.
36
c.
The price shall include
37
1) Mobilization as described in Section 1.1.A.4.a)
38
2) Demobilization as described in Section 1.1.A.3.a.2)
39
d.
No payments will be made for standby, idle time, or lost profits associated this
40
Item.
41 1.3 REFERENCES [NOT USED]
42 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
43 1.5 SUBMITTALS [NOT USED]
44 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
45 1.7 CLOSEOUT SUBMITTALS [NOT USED]
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised November 22, 2016
01 70 00 - 4
MOBILIZATION AND REMOWLIZATION
Page 4 of 4
1 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
2 1.9 QUALITY ASSURANCE [NOT USED]
3 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
4 1.11 FIELD [SITE] CONDITIONS [NOT USED]
5 1.12 WARRANTY [NOT USED]
6 PART 2 - PRODUCTS [NOT USED]
7 PART 3 - EXECUTION [NOT USED]
s
9
10
END OF SECTION
Revision Log
IDATE 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.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised November 22, 2016
01 71 23 - 1
CONSTRUCTION STAKING AND SURVEY
Pagel of 8
SECTION 01 71 23
CONSTRUCTION STAKING AND SURVEY
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
Requirements for construction staking and construction survey
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Staking
a. Measurement
1) Measurement for this Item shall be by lump sum.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item shall be paid for at the lump sum price bid for "Construction Staking".
2) Payment for "Construction Staking" shall be made in partial payments
prorated by work completed compared to total work included in the lump
sum item.
The price bid shall include, but not be limited to the following:
1) Verification of control data provided by City.
2) Placement, maintenance and replacement of required stakes and markings
in the field.
3) Preparation and submittal of construction staking documentation in the
form of "cut sheets" using the City's standard template.
2. Construction Survey
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will be
allowed.
3. As -Built Survey
a. Measurement
1) Measurement for this Item shall be by lump sum.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item shall be paid for at the lump sum price bid for "As -Built Survey".
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CONSTRUCTION STAKING AND SURVEY
Page 2 of 8
2) Payment for "Construction Staking" shall be made in partial payments
prorated by work completed compared to total work included in the lump sum
item.
The price bid shall include, but not be limited to the following::
1) Field measurements and survey shots to identify location of completed
facilities.
2) Documentation and submittal of as -built survey data onto contractor redline
plans and digital survey files.
1.3 REFERENCES
A. Definitions
1. Construction Survev - The survey measurements made prior to or while
construction is in progress to control elevation, horizontal position, dimensions and
configuration of structures/improvements included in the Project Drawings.
2. As -built Survev —The measurements made after the construction of the
improvement features are complete to provide position coordinates for the features
of a project.
3. Construction Staking — The placement of stakes and markings to provide offsets
and elevations to cut and fill in order to locate on the ground the designed
structures/improvements included in the Project Drawings. Construction staking
shall include staking easements and/or right of way if indicated on the plans.
4. Survev "Field Checks" — Measurements made after construction staking is
completed and before construction work begins to ensure that structures marked on
the ground are accurately located per Project Drawings.
B. Technical References
1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw
website) — 01 71 23.16.01— Attachment A Survey Staking Standards
2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available
on City's Buzzsaw website).
3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision
4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land
Surveying in the State of Texas, Category 5
1.4 ADMINISTRATIVE REQUIREMENTS
A. The Contractor's selection of a surveyor must comply with Texas Government
Code 2254 (qualifications based selection) for this project.
1.5 SUBMITTALS
A. Submittals, if required, shall be in accordance with Section 01 33 00.
B. All submittals shall be received and reviewed by the City prior to delivery of work.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A. Field Quality Control Submittals
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
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CONSTRUCTION STAKING AND SURVEY
Page 3 of 8
1. Documentation verifying accuracy of field engineering work, including coordinate
conversions if plans do not indicate grid or ground coordinates.
2. Submit "Cut -Sheets" conforming to the standard template provided by the City
(refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards).
1.7 CLOSEOUT SUBMITTALS
B. As -built Redline Drawing Submittal
1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of
constructed improvements signed and sealed by Registered Professional Land
Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A
— Survey Staking Standards) .
2. Contractor shall submit the proposed as -built and completed redline drawing
submittal one (1) week prior to scheduling the project final inspection for City
review and comment. Revisions, if necessary, shall be made to the as -built redline
drawings and resubmitted to the City prior to scheduling the construction final
inspection.
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Construction Staking
1. Construction staking will be performed by the Contractor.
2. Coordination
a. Contact City's Project Representative at least one week in advance notifying
the City of when Construction Staking is scheduled.
b. It is the Contractor's responsibility to coordinate staking such that
construction activities are not delayed or negatively impacted.
3. General
a. Contractor is responsible for preserving and maintaining stakes. If City
surveyors are required to re -stake for any reason, the Contractor will be
responsible for costs to perform staking. If in the opinion of the City, a
sufficient number of stakes or markings have been lost, destroyed disturbed or
omitted that the contracted Work cannot take place then the Contractor will be
required to stake or re -stake the deficient areas.
B. Construction Survey
1. Construction Survey will be performed by the Contractor.
Coordination
a. Contractor to verify that horizontal and vertical control data established in the
design survey and required for construction survey is available and in place.
General
a. Construction survey will be performed in order to construct the work shown
on the Construction Drawings and specified in the Contract Documents.
b. For construction methods other than open cut, the Contractor shall perform
construction survey and verify control data including, but not limited to, the
following:
1) Verification that established benchmarks and control are accurate.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
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CONSTRUCTION STAKING AND SURVEY
Page 4 of 8
2) Use of Benchmarks to furnish and maintain all reference lines and grades
for tunneling.
3) Use of line and grades to establish the location of the pipe.
4) Submit to the City copies of field notesused to establish all lines and
grades, if requested, and allow the City to check guidance system setup prior
to beginning each tunneling drive.
5) Provide access for the City, if requested, to verify the guidance system and
the line and grade of the carrier pipe.
6) The Contractor remains fully responsible for the accuracy of the work and
correction of it, as required.
7) Monitor line and grade continuously during construction.
8) Record deviation with respect to design line and grade once at each pipe
joint and submit daily records to the City.
9) If the installation does not meet the specified tolerances (as outlined in
Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct
the installation in accordance with the Contract Documents.
C. As -Built Survey
1. Required As -Built Survey will be performed by the Contractor.
2. Coordination
a. Contractor is to coordinate with City to confirm which features require as -
built surveying.
b. It is the Contractor's responsibility to coordinate the as -built survey and
required measurements for items that are to be buried such that construction
activities are not delayed or negatively impacted.
c. For sewer mains and water mains 12" and under in diameter, it is acceptable
to physically measure depth and mark the location during the progress of
construction and take as -built survey after the facility has been buried. The
Contractor is responsible for the quality control needed to ensure accuracy.
3. General
a. The Contractor shall provide as -built survey including the elevation and
location (and provide written documentation to the City) of construction
features during the progress of the construction including the following:
1) Water Lines
a) Top of pipe elevations and coordinates for waterlines at the following
locations:
(1) Minimum every 250 linear feet, including
(2) Horizontal and vertical points of inflection, curvature,
etc.
(3) Fire line tee
(4) Plugs, stub -outs, dead-end lines
(5) Casing pipe (each end) and all buried fittings
2) Sanitary Sewer
a) Top of pipe elevations and coordinates for force mains and siphon
sanitary sewer lines (non -gravity facilities) at the following locations:
(1) Minimum every 250 linear feet and any buried fittings
(2) Horizontal and vertical points of inflection, curvature,
etc.
3) Stormwater — Not Applicable
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
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CONSTRUCTION STAKING AND SURVEY
Page 5 of 8
b. The Contractor shall provide as -built survey including the elevation and
location (and provide written documentation to the City) of construction
features after the construction is completed including the following:
1) Manholes
a) Rim and flowline elevations and coordinates for each manhole
2) Water Lines
a) Cathodic protection test stations
b) Sampling stations
c) Meter boxes/vaults (All sizes)
d) Fire hydrants
e) Valves (gate, butterfly, etc.)
f) Air Release valves (Manhole rim and vent pipe)
g) Blow off valves (Manhole rim and valve lid)
h) Pressure plane valves
i) Underground Vaults
(1) Rim and flowline elevations and coordinates for each
Underground Vault.
3) Sanitary Sewer
a) Cleanouts
(1) Rim and flowline elevations and coordinates for each
b) Manholes and Junction Structures
(1) Rim and flowline elevations and coordinates for each
manhole and junction structure.
4) Stormwater — Not Applicable
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY
PART 2 - PRODUCTS
A. A construction survey will produce, but will not be limited to:
1. Recovery of relevant control points, points of curvature and points of intersection.
2. Establish temporary horizontal and vertical control elevations (benchmarks)
sufficiently permanent and located in a manner to be used throughout construction.
3. The location of planned facilities, easements and improvements.
a. Establishing final line and grade stakes for piers, floors, grade beams, parking
areas, utilities, streets, highways, tunnels, and other construction.
b. A record of revisions or corrections noted in an orderly manner for reference.
c. A drawing, when required by the client, indicating the horizontal and vertical
location of facilities, easements and improvements, as built.
4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all
construction staking projects. These cut sheets shall be on the standard city template
which can be obtained from the Survey Superintendent (817-392-7925).
5. Digital survey files in the following formats shall be acceptable:
a. AutoCAD (.dwg)
b. ESRI Shapefile (.shp)
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
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017123-6
CONSTRUCTION STAKING AND SURVEY
Page 6 of 8
c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use
standard templates, if available)
6. Survey files shall include vertical and horizontal data tied to original project
control and benchmarks, and shall include feature descriptions
PART 3 - EXECUTION
3.1 INSTALLERS
A. Tolerances:
The staked location of any improvement or facility should be as accurate as
practical and necessary. The degree of precision required is dependent on many
factors all of which must remain judgmental. The tolerances listed hereafter are
based on generalities and, under certain circumstances, shall yield to specific
requirements. The surveyor shall assess any situation by review of the overall plans
and through consultation with responsible parties as to the need for specific
tolerances.
a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical
tolerance. Horizontal alignment for earthwork and rough cut should not exceed
1.0 ft. tolerance.
b. Horizontal alignment on a structure shall be within .0.1ft tolerance.
c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and
walkways shall be located within the confines of the site boundaries and,
occasionally, along a boundary or any other restrictive line. Away from any
restrictive line, these facilities should be staked with an accuracy producing no
more than 0.05ft. tolerance from their specified locations.
d. Underground and overhead utilities, such as sewers, gas, water, telephone and
electric lines, shall be located horizontally within their prescribed areas or
easements. Within assigned areas, these utilities should be staked with an
accuracy producing no more than 0.1 ft tolerance from a specified location.
e. The accuracy required for the vertical location of utilities varies widely. Many
underground utilities require only a minimum cover and a tolerance of 0.1 ft.
should be maintained. Underground and overhead utilities on planned profile,
but not depending on gravity flow for performance, should not exceed 0.1 ft.
tolerance.
B. Surveying instruments shall be kept in close adjustment according to manufacturer's
specifications or in compliance to standards. The City reserves the right to request a
calibration report at any time and recommends regular maintenance schedule be
performed by a certified technician every 6 months.
1. Field measurements of angles and distances shall be done in such fashion as to
satisfy the closures and tolerances expressed in Part 3.1.A.
2. Vertical locations shall be established from a pre -established benchmark and
checked by closing to a different bench mark on the same datum.
3. Construction survey field work shall correspond to the client's plans. Irregularities
or conflicts found shall be reported promptly to the City.
4. Revisions, corrections and other pertinent data shall be logged for future reference.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
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01 71 23 - 7
CONSTRUCTION STAKING AND SURVEY
Page 7 of 8
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION
3.5 REPAIR / RESTORATION
A. if the Contractor's work damages or destroys one or more of the control
monuments/points set by the City, the monuments shall be adequately referenced for
expedient restoration.
1. Notify City if any control data needs to be restored or replaced due to damage
caused during construction operations.
a. Contractor shall perform replacements and/or restorations.
b. The City may require at any time a survey "Field Check" of any monument
or benchmarks that are set be verified by the City surveyors before further
associated work can move forward.
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A. It is the Contractor's responsibility to maintain all stakes and control data placed by the
City in accordance with this Specification. This includes easements and right of way, if
noted on the plans.
B. Do not change or relocate stakes or control data without approval from the City.
3.8 SYSTEM STARTUP
A. Survey Checks
1. The City reserves the right to perform a Survey Check at any time deemed
necessary.
2. Checks by City personnel or 3`d party contracted surveyor are not intended to
relieve the contractor of his/her responsibility for accuracy.
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised February 14, 2018
01 71 23 - 8
CONSTRUCTION STAKING AND SURVEY
Page 8 of 8
DATE NAME SUMMARY OF CHANGE
8/31 /2012 D. Johnson
Added instruction and modified measurement & payment under 1.2; added
8/31/2017 M. Owen 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.
Removed "blue text'; revised measurement and payment sections for Construction
Staking and As -Built Survey; added reference to selection compliance with TGC
2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth
measurement criteria; revised list of items requiring as -built survey "during" and
"after" construction; and revised acceptable digital survey file format
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised February 14, 2018
FORTWORTH,
Section 0171 23.01- Attachment A
Survey Staking Standards
February 2017
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These procedures are intended to provide a standard method for construction staking services
associated with the City of Fort Worth projects. These are not to be considered all inclusive, but only as
a general guideline. 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. (httD://onlinemanuals.txdot.Rov/txdotmanuals/ess/ess.Pdf)
If you have a unique circumstance, please consult with the project manager, inspector, or survey
department at 817-392-7925.
Table of Contents
I. City of Fort Worth Contact Information
II. Construction Colors
III. Standard Staking Supplies
IV. Survey Equipment, Control, and Datum Standards
V. Water Staking
VI. Sanitary Sewer Staking
VII. Storm Staking
Vill. Curb and Gutter Staking
IX. Cut Sheets
X. As -built Survey
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I. Survev Department Contact Information
Physical and mailing address:
8851 Camp Bowie West Boulevard
Suite 300
Fort Worth, Texas 76116
Office: (817) 392-7925
Survey Superintendent, direct line: (817) 392-8971
II. Construction Colors
The following colors shall be used for staking or identifying features in the field. This
includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags
if necessary.
Utility
Color
PROPOSED EXCAVATION
WHITE
ALL ELECTRIC AND CONDUITS
RED
POTABLE WATER
GAS OR OIL
YELLOW
TELEPHONE/FIBER OPTIC
ORANGE
SURVEY CONTROL POINTS, BENCHMARKS,
PROPERTY CORNERS, RIGHT-OF-WAYS, AND
PINK
ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS
SANITARY SEWER
GREEN
IRRIGATION AND RECLAIMED WATER
PURPLE
III. Standard Staking Supplies
Item
Minimum size
Lath/Stake
36" tall
Wooden Hub (2"x2" min. square preferred)
6" tall
Pin Flags (2.5" x 3.5" preferred)
21" long
Guard Stakes
Not required
PK or Mag nails
1" long
Iron Rods (1/2" or greater diameter)
18" long
Survey Marking Paint
Water -based
Flagging
1" wide
Marking Whiskers (feathers)
6" long
Tacks (for marking hubs)
3/4" long
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IV. Survev Equipment, Control, and Datum Standards
A. City Benchmarks
All city benchmarks can be found here: httt)://fortworthtexas.gov/itsolutions/GIS/
Look for 'Zoning Maps'. Under 'Layers', expand'Basemap Layers', and check on
'Benchmarks'.
B. Conventional or Robotic Total Station Equipment
I. A minimum of a 10 arc -second instrument is required.
II. A copy of the latest calibration report may be requested by the City at any time.
It is recommended that an instrument be calibrated by certified technician at
least 1 occurrence every 6 months.
C. Network/V.R.S. and static GPS Equipment
1. It is critical that the surveyor verify the correct horizontal and vertical datum
prior commencing work. A site calibration may be required and shall consist of
at least 4 control points spaced evenly apart and in varying quadrants.
Additional field checks of the horizontal and vertical accuracies shall be
completed and the City may ask for a copy of the calibration report at any time.
Network GPS such as the Western Data Systems or SmartNet systems may be
used for staking of property/R.O.W, forced -main water lines, and rough -grade
only. No GPS staking for concrete. sanitary sewer. storm drain, final grade. or
anvthing that needs vertical grading with a tolerance of 0.25' or less is
allowed.
D. Control Points Set
All control points set shall be accompanied by a lath with the appropriate
Northing, Easting, and Elevation (if applicable) of the point set. Control points
can be set rebar, 'X' in concrete, or any other appropriate item with a stable
base and of a semi -permanent nature. A rebar cap is optional, but preferred if
the cap is marked 'control point' or similar wording.
Datasheets are required for all control points set.
Datasheet should include:
A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone
4202, NAVD 88 Elevations
B. Grid or ground distance. — If ground, provide scale factor used and base
point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=O
C. Geoid model used, Example: GEOID12A
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E. Preferred Grid Datum
Although many plan sets can be in surface coordinates, the City's preferred grid datum
is listed below. Careful consideration must be taken to verify what datum each project is
in prior to beginning work. It is essential the surveyor be familiar with coordinate
transformations and how a grid/surface/assumed coordinate system affect a project.
Proiected Coordinate
System: NAD_1983_StatePlane_Texas_North_Central_FIPS_42O2_Feet
Projection: Lam bert_Conformal_Conic
Fa Ise_Easti ng: 1968500.00000000
False —Northing: 6561666.66666667
Central Meridian:-98.50000000
Standard Parallel 1: 32.13333333
Standard Parallel 2: 33.96666667
Latitude —of —origin: 31.66666667
Linear Unit: Foot US
Geographic Coordinate System: GCS_ North_American_1983
Datum: D North American 1983
Prime Meridian: Greenwich
Angular Unit: Degree
Note: Regardless of what datum each particular project is in, deliverables to the City
must be converted/translated into this preferred grid datum. 1 copy of the deliverable
should be in the project datum (whatever it may be) and 1 copy should be in the NAD83,
TX North Central 4202 zone. See Preferred File Naming Convention below
F. Preferred Deliverable Format
txt csv dwg .job
G. Preferred Data Format
P,N,E,Z,D,N
Point Number, Northing, Easting, Elevation, Description, Notes (if applicable)
H. Preferred File Naming Convention
This is the preferred format: City Project Number_Description_Datum.csv
Example for a proiect that has surface coordinates which must be translated:
File 1: C1234 As -built of Water on Main Street Grid NAD83 TXSP 42O2.csv
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File 2: C1234_As-built of Water on Main Street —Project Specific Datum.csv
Example Control Stakes
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Page 6 of 22
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V. Water Staking Standards
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A. Centerline Staking —Straight Line Tangents
I. Offset lath/stakes every 200' on even stations
II. Painted blue lath/stake only, no hub is required
III. Grade is to top of pipe (T/P) for 12" diameter pipes or smaller
IV. Grade to flow line (F/L) for 16" and larger diameter pipes
V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller
diameter pipes
VI. Grade should be 4.00' below the proposed top of curb line for 12" and larger
diameter pipes
VII. Cut Sheets are required on all staking and a copy can be received from the
survey superintendent
Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker
B. Centerline Staking - Curves
I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should
be set at a 25' interval
II. Same grading guidelines as above
III. Staking of radius points of greater than 100' may be omitted
C. Water Meter Boxes
I. 7.0' perpendicular offset is preferred to the center of the box
II. Center of the meter should be 3.0' behind the proposed face of curb
III. Meter should be staked a minimum of 4.5' away from the edge of a driveway
IV. Grade is to top of box and should be +0.06' higher than the proposed top of
curb unless shown otherwise on the plans
D. Fire Hydrants
I. Center of Hydrant should be 3.0' behind proposed face of curb
II. Survey offset stake should be 7.0' from the center and perpendicular to the curb
line or water main
III. Grade of hydrants should be +0.30 higher than the adjacent top of curb
E. Water Valves & Vaults
I. Offsets should be perpendicular to the proposed water main
II. RIM grades should only be provided if on plans
Example Water Stakes
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A. Centerline Staking — Straight Line Tangents
I. Inverts shall be field verified and compared against the plans before staking
II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required
III. 1 offset stake between manholes if manholes are 400' or less apart
IV. Offset stakes should be located at even distances and' perpendicular to the
centerline
V. Grades will be per plan and the date of the plans used should be noted
VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction
noted
VII. Stakes at every grade break
Vill. Cut sheets are required on all staking
Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker
B. Centerline Staking— Curves
I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should
be set at a 25' interval
II. Staking of radius points of greater than 100' may be omitted
C. Sanitary Sewer Manholes
I. 2 offset stakes per manhole for the purpose of providing alignment to the
contractor
IL Flowline grade should be on the lath/stake for each flowline and direction noted
III. RIM grade should only be on the stake when provided in the plans
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Page 10 of 22
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VII. Storm Sewer & Inlet Staking
A. Centerline Staking — Straight Line Tangents
I. 1 offset stake every 200' on even stations
II. Grades are to flowline of pipe unless otherwise shown on plans
III. Stakes at every grade break
IV. Cut sheets are required on all staking
Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker
B. Centerline Staking — Curves
I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should
be set at a 25' interval
II. Staking of radius points of greater than 100' may be omitted
C. Storm Drain Inlets
I. Staking distances should be measured from end of wing
II. Standard 10' Inlet = 16.00' total length
III. Recessed 10' Inlet = 20.00' total length
IV. Standard double 10' inlet = 26.67' total length
V. Recessed double 10' inlet = 30.67' total length
D. Storm Drain Manholes
I. 2 offset stakes per manhole for the purpose of providing alignment to the
contractor
II. Flowline grade should be on the lath/stake for each flowline and direction noted
III. RIM grade should only be on the stake when provided in the plans
0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71
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Page 12 of 22
BACK
(SM FA''g�M FLO.RL)
PM i
I
MM B.FVAnW
I
Example Storm Inlet Stakes
FRONT
{SIDE FACING (L-)
a
ETD OF nE NNC
SEW SWED
NO FLAGGING REQUIRED
IN LIEU OF PINK PAINTED LAIN
PLET STATION
(F NOTED ON PLANS
IDENTIFIES GRACE
TO TIP OF CURB
i -qI�
IDENTIFIES GRADE
0
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A
DISTANCES FOR NLETS
STANDARD 10' - 16'
RECESSED 10 - 2e
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FACE OF INLET
FACE OF BdET
R.Dt4LMJ6
— —EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDSE
OF PAVEMENT
EDGE OF PAWMENT— —
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VIII. Curb and Gutter Staking
A. Centerline Staking — Straight line Tangents
V. 1 offset stake every 50' on even stations
VI. Grades are to top of curb unless otherwise shown on plans
VII. Stakes at every grade break
VIII. Cut sheets are required on all staking
Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker
B. Centerline Staking— Curves
III. If arc length is greater than 100', POC (Point of Curvature) offset stakes should
be set at a 25' interval
IV. Staking of radius points of greater than 100' may be omitted
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Example Curb & Gutter Stakes
FRONT
(SIDE FACING Ct)
ICI
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IN LIEU OF PINK PAINTED LATH
TOP OF CURB
,-.r—
BACK OF CURB�`-
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r
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EDGE OF PAVEMENT
Example Curb & Gutter Stakes at Intersection
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Page 15 of 22
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O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171
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Page 16 of 22
IX. Cut Sheets
A. Date of field work
B. Staking Method (GPS, total station)
C. Project Name
D. City Project Number (Example: C01234)
E. Location (Address, cross streets, GPS coordinate)
F. Survey company name
G. Crew chief name
H. A blank template can be obtained from the survey superintendent (see item I above)
Standard City Cut Sheet
City Project
Date: Number:
Project Name:
❑ TOTAL
Staking Method: ❑ GPS 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.
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X. As -built Survev
A. Definition and Purpose
The purpose of an as -built survey is to verify the asset was installed in the proper location
and grade. Furthermore, the information gathered will be used to supplement the City's GIS
data and must be in the proper format when submitted. See section IV.
As -built survey should include the following (additional items may be requested):
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
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B. Example Deliverable
A hand written red line by the field surveyor is acceptable in most cases. This should be
a copy of the plans with the point number noted by each asset. If the asset is missing,
then the surveyor should write "NOT FOUND" to notify the City.
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0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171
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Page 21 of 22
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23.16.01_Attachment A_Survey Staking Standards.docx
Page 23 of 23
)1\0171
Obviously the .csv or Axt file cannot be signed/sealed by a surveyor in the format
requested. This is just an example and all this information should be noted when
delivered to the City so it is clear to what coordinate system the data is in.
POINT NO,
NORTHING
EA.STING ELEV.
DESCRIPTION
1
6946257.189
2296079,165
726.09 SSMH RIM
2
6946260-993
2296062.141
725.668 GV RIM
3
6946307.399
2296038.306
726.8S GV RIM
COCK- D/., 6l E.S
4
6946220.582
2296011.02E
723.358 SSMH RIM
5
6946195.23
2296015.116
722.123 GV RIM
7
6
6946190.528
2296022,721
722.325 FH
A
ft
7
6946136.012
2295992.115
719.448 WM RIM
8
6946002.267
2295919.133
713,331 WM RIM
L
9
6946003.OS6
2295933.418
713.652 CO RIM
L1
10
6945984.677
2295880.52
711,662 SSMH RIM
11
6945986.473
2295869.892
710.046 WM RIM
12
6945895.077
2295860.962
707.72 WM RIM
CC�
�' '4 �-
13
6945896.591
229S862.188
708,205 WM RIM
��1`�
14
6945934,286
2295941,925
709.467 WM RIM
IS
6945936.727
2295830.441
710.084 CO RIM
CGG
16
6945835.678
229S799.707
707.774 SSMH RIM
17
6945817.488
2295827.011
708.392 SSMH RIM
18
6945759.776
2295758.643
731,218 SSMH RIM
c
0 lA J b, �f
19
694S768.S63
229S778.424
710.086 GV RIM
20
6945743.318
2295788.392
710.631 GV RIM
21
6945723.219
2295754.394
712.849 GV RIM
'�
22
6945682.21
2295744.22
716.686 WM RIM
C.r _
23
6945621.902
229S669.471
723.76 WM RIM
24
6945643.407
2295736.03
719.737 CO RIM
C 6-A r>✓6
25
6945571.059
229S655.195
727,514 SSMH RIM
A'L-I
26
6945539.498
2295667.803
729.123 WM RIM
- C
27
6945519.834
2295619.49
732.689 WM RIM
+CGS f 0 !vt
28
694S417.879
2295580.27
740.521 WM RIM
29
6945456.557
2295643.14E
736.4S1 CO RIM
30
6945387,356
2295S97.101
740.7S6 GV RIM
-1T
31
6945370,688
2295606.793
740.976 GV RIM
y,e-- rJvr� t
32
6945383.53
2295610.559
740.408 FH
33
694S321.228
22955S1.105
746.34 WM RIM
34
6945319.365
2295539.728
746.777 CO RIM
35
6945242,289
229S570.715
748.454 WM RIM
36
694S233.624
2295544.626
749.S9 SSMH RIM
37
6945206.483
2295529.305
751.058 WM RIM.
I
38
6945142.015
2295557.666
750.853 WM RIM
G
39
6945113.445
2295520.335
751,871 WM RIM
40
6945049.02
2295527.345
752.2S7 SSMH RIM
41
694SO41.024
2295552.675
751.79 WM RIM42
6945038.878
2295552.147
751.88 WM RIM43
D'4
694SO06.397
2295518.135
752.615 WM RIM44
6944944.782
2295S20.635
7S2.801 WM RIM
45
6944943.432
229SSS6.479
7S2.156 WM RIM
46
6944860.416
229S534,397
752.986 SSMH RIM
, y s4'J'CYV--
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C. Other preferred as -built deliverable
Some vendors have indicated that it is easier to deliver this information in a different
format. Below is an example spreadsheet that is also acceptable and can be obtained by
request from the survey superintendent.
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RIR
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SECTION 0174 23
CLEANING
PART1- GENERAL
1.1 SUMMARY
01 74 23 - 1
CLEANING
Page i of 4
A. Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning of closed
systems specified elsewhere
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Scheduling
1. Schedule cleaning operations so that dust and other contaminants disturbed by
cleaning process will not fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND HANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials. ,
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
017423-2
CLEANING
Page 2 of
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A. Cleaning Agents
1. Compatible with surface being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a. Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3- EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A. General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
storm or sanitary drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manner approved by City and regulatory agencies.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
017423-3
CLEANING
Page 3 of 4
6. Handle materials in a controlled manner with as few handlings as possible.
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
this project.
8. Remove all signs of temporary construction and activities incidental to construction
of required permanent Work.
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
have the cleaning completed at the expense of the Contractor.
10. Do not burn on -site.
B. Intermediate Cleaning during Construction
1. Keep Work areas clean so as not to hinder health, safety or convenience of
personnel in existing facility operations.
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
3. Confine construction debris daily in strategically located container(s):
a. Cover to prevent blowing by wind
b. Store debris away from construction or operational activities
c. Haul from site at a minimum of once per week
4. Vacuum clean interior areas when ready to receive finish painting.
a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance.
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
may become airborne or transported by flowing water during the storm.
C. Interior Final Cleaning
1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other
foreign materials from sight -exposed surfaces.
2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean.
3. Wash and shine glazing and mirrors.
4. Polish glossy surfaces to a clear shine.
5. Ventilating systems
a. Clean permanent filters and replace disposable filters if units were operated
during construction.
b. Clean ducts, blowers and coils if units were operated without filters during
construction.
6. Replace all burned out lamps.
7. Broom clean process area floors.
8. Mop office and control room floors.
D. Exterior (Site or Right of Way) Final Cleaning
Remove trash and debris containers from site.
a. Re -seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of traffic along the roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
junction boxes and inlets.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
01 74 23 - 4
CLEANING
Page 4 of 4
4. If no longer required for maintenance of erosion facilities, and upon approval by
City, remove erosion control from site.
5. Clean signs, lights, signals, etc.
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
SUMMARY OF CHANGE
WATER & SANITARY SEWER REPLACEMENTS: WSM-K
City Project 9103421
1
2
3 PART 1 - GENERAL
4 1.1 SUMMARY
SECTION 0177 19
CLOSEOUT REQUIREMENTS
01 7719-1
CLOSEOUT REQUIREMENTS
Page i of 3
5 A Section Includes:
6 1. The procedure for closing out a contract
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
18
19
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21
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23
24
25
26
27
28
29
30
31
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1.4 ADMINISTRATIVE REQUIREMENTS
A Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds,
certificates, licenses and affidavits required for Work or equipment as specified are
satisfactorily filed with the City.
B. Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A Submit all required documentation to City's Project Representative.
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
PART 2 - PRODUCTS [NOT USED]
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised March 22, 2021
01 77 19 - 2
CLOSEOUT REQUIREMENTS
Page 2 of 3
PART 3 - EXECUTION
2 3.1 INSTALLERS [NOT USED]
3 3.2 EXAMINATION [NOT USED]
4 3.3 PREPARATION [NOT USED]
5 3.4 CLOSEOUT PROCEDURE
6 A. Prior to requesting Final Inspection, submit:
7 1. Project Record Documents in accordance with Section 0178 39
8 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23
9 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
10 01 74 23.
11 C. Final Inspection
12 1. After final cleaning, provide notice to the City Project Representative that the Work
13 is completed.
14 a. The City will make an initial Final Inspection with the Contractor present
15 b. Upon completion of this inspection, the City will notify the Contractor, in
16 writing within 10 business days, of any particulars in which this inspection
17 reveals that the Work is defective or incomplete.
18 2. Upon receiving written notice from the City, immediately undertake the Work
19 required to remedy deficiencies and complete the Work to the satisfaction of the
20 City.
21 3. The Right-of-way shall be cleared of all construction materials, barricades, and
22 temporary signage.
23 4. Upon completion of Work associated with the items listed in the City's written
24 notice, inform the City that the required Work has been completed. Upon receipt of
25 this notice, the City, in the presence of the Contractor, will make a subsequent Final
26 Inspection of the project.
27 5. Provide all special accessories required to place each item of equipment in full
28 operation. These special accessory items include, but are not limited to:
29 a. Specified spare parts
30 b. Adequate oil and grease as required for the first lubrication of the equipment
31 c. Initial fill up of all chemical tanks and fuel tanks
32 d. Light bulbs
33 e. Fuses
34 f. Vault keys
35 g. Handwheels
36 h. Other expendable items as required for initial start-up and operation of all
37 equipment
38 D. Notice of Project Completion
39 1. Once the City Project Representative finds the Work subsequent to Final Inspection
40 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
41 E. Supporting Documentation
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised March 22, 2021
1
2
3
4
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7
8
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ka
01 77 19 - 3
CLOSEOUT REQUIREMENTS
Page 3 of 3
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
f. Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
` 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"
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised March 22, 2021
017823-I
OPERATION AND MAINTENANCE DATA
Pagel of 5
SECTION 0178 23
OPERATION AND MAINTENANCE DATA
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Product data and related information appropriate for City's maintenance and
operation of products furnished under Contract
2. Such products may include, but are not limited to:
a. Traffic Controllers
b. Irrigation Controllers (to be operated by the City)
c. Butterfly Valves
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Schedule
1. Submit manuals in final form to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be
approved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A. Submittal Form
1. Prepare data in form of an instructional manual for use by City personnel.
2. Format
a. Size: 8 '/z inches x 11 inches
b. Paper
1) 40 pound minimum, white, for typed pages
2) Holes reinforced with plastic, cloth or metal
c. Text: Manufacturer's printed data, or neatly typewritten
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised December 20, 2012
01 78 23 - 2
OPERATION AND MAINTENANCE DATA
Page 2 of 5
d. Drawings
1) Provide reinforced punched binder tab, bind in with text
2) Reduce larger drawings and fold to size of text pages.
e. Provide fly -leaf for each separate product, or each piece of operating
equipment.
1) Provide typed description of product, and major component parts of
equipment.
2) Provide indexed tabs.
f. Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2) List:
a) Title of Project
b) Identity of separate structure as applicable
c) Identity of general subject matter covered in the manual
Binders
a. Commercial quality 3-ring binders with durable and cleanable plastic covers
b. When multiple binders are used, correlate the data into related consistent
groupings.
4. If available, provide an electronic form of the O&M Manual.
B. Manual Content
Neatly typewritten table of contents for each volume, arranged in systematic order
a. Contractor, name of responsible principal, address and telephone number
b. A list of each product required to be included, indexed to content of the volume
c. List, with each product:
1) The name, address and telephone number of the subcontractor or installer
2) A list of each product required to be included, indexed to content of the
volume
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Identify each product by product name and other identifying symbols as set
forth in Contract Documents.
Product Data
a. Include only those sheets which are pertinent to the specific product.
b. Annotate each sheet to:
1) Clearly identify specific product or part installed
2) Clearly identify data applicable to installation
3) Delete references to inapplicable information
3. Drawings
a. Supplement product data with drawings as necessary to clearly illustrate:
1) Relations of component parts of equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with information in Project Record Documents to assure
correct illustration of completed installation.
c. Do not use Project Record Drawings as maintenance drawings.
4. Written text, as required to supplement product data for the particular installation:
a. Organize in consistent format under separate headings for different procedures.
b. Provide logical sequence of instructions of each procedure.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised December 20, 2012
01 7823 -3
OPERATION AND MAINTENANCE DATA
Page 3 of 5
5. Copy of each warranty, bond and service contract issued
a. Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
1. Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full information on products
1) Catalog number, size, composition
2) Color and texture designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for types of cleaning agents and methods
2) Cautions against cleaning agents and methods which are detrimental to
product
3) Recommended schedule for cleaning and maintenance
Content, for moisture protection and weather exposure products:
a. Manufacturer's data, giving full information on products
1) Applicable standards
2) Chemical composition
3) Details of installation
b. Instructions for inspection, maintenance and repair
D. Manual for Equipment and Systems
1. Submit 5 copies of complete manual in final form.
Content, for each unit of equipment and system, as appropriate:
a. Description of unit and component parts
1) Function, normal operating characteristics and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Start-up, break-in, routine and normal operating instructions
2) Regulation, control, stopping, shut -down and emergency instructions
3) Summer and winter operating instructions
4) Special operating instructions
c. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Alignment, adjusting and checking
d. Servicing and lubrication schedule
1) List of lubricants required
e. Manufacturer's printed operating and maintenance instructions
f. Description of sequence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recommended to be stocked as spare parts
g. As installed control diagrams by controls manufacturer
h. Each contractor's coordination drawings
1) As installed color coded piping diagrams
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project 4103421
Revised December 20, 2012
01 78 23 - 4
OPERATION AND MAINTENANCE DATA
Page 4 of 5
i. Charts of valve tag numbers, with location and function of each valve
j. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
k. Other data as required under pertinent Sections of Specifications
3. Content, for each electric and electronic system, as appropriate:
a. Description of system and component parts
1) Function, normal operating characteristics, and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Circuit directories of panelboards
1) Electrical service
2) Controls
3) Communications
c. As installed color coded wiring diagrams
d. Operating procedures
1) Routine and normal operating instructions
2) Sequences required
3) Special operating instructions
e. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Adjustment and checking
f. Manufacturer's printed operating and maintenance instructions
g. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
h. Other data as required under pertinent Sections of Specifications
4. Prepare and include additional data when the need for such data becomes apparent
during instruction of City's personnel.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Provide operation and maintenance data by personnel with the following criteria:
1. Trained and experienced in maintenance and operation of described products
2. Skilled as technical writer to the extent required to communicate essential data
3. Skilled as draftsman competent to prepare required drawings
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised December 20, 2012
01 78 23 - 5
OPERATION AND MAINTENANCE DATA
Page 5 of 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME
8/31 /2012 D. Johnson
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
SUMMARY OF CHANGE
1.5.A.1 —title of section removed
WATER & SANITARY SEWER REPLACEMENTS: WSM-K
City Project #103421
SECTION 0178 39
PROJECT RECORD DOCUMENTS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
01 78 39 - 1
PROJECT RECORD DOCUMENTS
Pagel of 4
Work associated with the documenting the project and recording changes to project
documents, including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City's Project Representative.
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Accuracy of Records
1. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other Documents where such entry is required to show the change properly.
2. Accuracy of records shall be such that future search for items shown in the Contract
Documents may rely reasonably on information obtained from the approved Project
Record Documents.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
017839-2
PROJECT RECORD DOCUMENTS
Page 2 of 4
3. To facilitate accuracy of records, make entries within 24 hours after receipt of
information that the change has occurred.
4. Provide factual information regarding all aspects of the Work, both concealed and
visible, to enable future modification of the Work to proceed without lengthy and
expensive site measurement, investigation and examination.
1.10 STORAGE AND HANDLING
A. Storage and Handling Requirements
1. Maintain the job set of Record Documents completely protected from deterioration
and from loss and damage until completion of the Work and transfer of all recorded
data to the final Project Record Documents.
2. In the event of loss of recorded data, use means necessary to again secure the data
to the City's approval.
a. In such case, provide replacements to the standards originally required by the
Contract Documents.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED]
2.2 RECORD DOCUMENTS
A. Job set
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
charge to the Contractor, 1 complete set of all Documents comprising the Contract.
B. Final Record Documents
1. At a time nearing the completion of the Work and prior to Final Inspection, provide
the City 1 complete set of all Final Record Drawings in the Contract.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANCE DOCUMENTS
A. Maintenance of Job Set
1. Immediately upon receipt of the job set, identify each of the Documents with the
title, "RECORD DOCUMENTS - JOB SET".
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
01 78 39 - 3
PROJECT RECORD DOCUMENTS
Page 3 of 4
2. Preservation
a. Considering the Contract completion time, the probable number of occasions
upon which the job set must be taken out for new entries and for examination,
and the conditions under which these activities will be performed, devise a
suitable method for protecting the job set.
b. Do not use the job set for any purpose except entry of new data and for review
by the City, until start of transfer of data to final Project Record Documents.
c. Maintain the job set at the site of work.
3. Coordination with Construction Survey
a. At a minimum, in accordance with the intervals set forth in Section 01 7123,
clearly mark any deviations from Contract Documents associated with
installation of the infrastructure.
4. Making entries on Drawings
a. Record any deviations from Contract Documents.
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
change by graphic line and note as required.
c. Date all entries.
d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
5. Conversion of schematic layouts
a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physical layout.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) However, design of future modifications of the facility may require
accurate information as to the final physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the like).
3) Make all identification sufficiently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
B. Final Project Record Documents
1. Transfer of data to Drawings
a. Carefully transfer change data shown on the job set of Record Drawings to the
corresponding final documents, coordinating the changes as required.
b. Clearly indicate at each affected detail and other Drawing a full description of
changes made during construction, and the actual location of items.
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
01 78 39 - 4
PROJECT RECORD DOCUMENTS
Page 4 of 4
c. Call attention to each entry by drawing a "cloud" around the area or areas
affected.
d. Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2. Transfer of data to other Documents
a. If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the approval of the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of the City.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
SUMMARY OF CHANGE
WATER & SANITARY SEWER REPLACEMENTS: WSM-K
City Project #103421
99 99 00
CONSTRUCTION ALLOWANCE
Page 1 of 1
SECTION 99 99 00
CONSTRUCTION ALLOWANCE
This item establishes contract contingency allowances for unanticipated work determined to be necessary
in the field. Arbitrary allowance amounts have been placed in the Proposal, this item will not be paid to
the contractor unless a field order is issued. Unanticipated project changes are not limited to the value of
this item. Contract changes above this amounts described by this allowance may be processed through a
change order.
END OF SECTION
APPENDIX
GC-4.01 Availability of Lands
GC-4.02 Subsurface and Physical Conditions
GC-6.06.D Minority and Women Owned Business Enterprise Compliance
GC-6.07 Wage Rates
GR-01 60 00 Product Requirements
PSL Proposed Stripping Layout
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
GC-4.01 Availability of Lands
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
D223159574 09tO5t2023 09:11 AM Page: 1 of 7 Fee: $43.00 Submitter: Alamo Title Company - DFW
Electronically Recorded by Tarrant County Clerk in Official Public Records,
NJ MARY L OUISE NICHOLSON
COUNTYCLERK
NOTICE OF CONFIDENTIALITY RIGHTS. IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE
OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT
BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL. SECURITY
NUMBER OR YOUR DRIVER'S LICENSE NUMBER.
CPN 103421 W/SS Replacement Contract 2020 WSM- ,— ': , - � ^ j
Parcel No. 1 PSFE�-.�A1'`� , . =r I,
3737 BELLAIRE CIR C-;F 61000 6�oZr z f
,�
WESTCLIFF ADDITION Block 9 Lot 2 � O v Yi0S/ C
STATE OF TEXAS §
§ KNOW ALL, MEN BY THESE PRESENTS
COUNTY OF TARRANT §
CITY OF FORT WORTH
SEWER FACILITY EASEMENT
DATE: `T uk r) 4, i AI ao 43
GRANTOR: Azzah Mary Darkazally Perez
GRANTOR'S MAILING ADDRESS (including County):
3737 BELLAIRE CIR
Fort Worth, Tarrant County, TX 76109
GRANTEE: CITY OF FORT WORTH
GRANTEE'S MAILING ADDRESS (including County):
200 TEXAS STREET
FORT WORTH, TARRANT COUNTY, TX 76102
CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the
receipt and sufficiency of which is hereby acknowledged.
EASEMENT PROPERTY: BEING a tract of land more particularly described in the
attached Exhibit A and Exhibit B.
Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee,
its successors and assigns, an exclusive, perpetual easement for the construction, operation,
maintenance, replacement, upgrade, inspection and repair of a Permanent Sewer Line Facility,
hereafter referred to as "Facility." The Facility includes all incidental underground and
aboveground attachments, equipment and appurtenances, including, but not limited to
manholes, manhole vents, lateral line connections, pipelines, and junction boxes in, upon,
SEWER FACILITY EASEMENT FORT WORTH.
Rev. 20220420 �✓�
0223159574
Page 2 of 7
under and across a portion of the Easement Property, more fully described in Exhibit A and
Exhibit B, attached hereto and incorporated herein for all pertinent purposes, together with
the right and privilege at any and all times to enter Easement Property, or any part thereof, for
the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and
repairing said Facility.
In no event shall Grantor (1) use the Easement Property in any manner which interferes in any
material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be
erected within the Easement Property a permanent structure or building, including, but not
limited to, monument sign, pole sign, billboard, retaining walls, brick or masonry fences or walls
or other structures that require a building permit. However, Grantor shall be permitted to install
and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement
Property but only to the extent that such surface improvements do not materially interfere with
the rights granted hereunder. Grantee shall be obligated to restore the surface of the
Easement Property at Grantee's sole cost and expense, including the restoration of any
sidewalks, driveways, or similar surface improvements located upon or adjacent to the
Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as
a result of the Grantee's use of the easement granted hereunder. Provided, however, that
Grantee shall not be obligated to restore or replace irrigation systems or other improvements
installed in violation of the provisions and intended use of this Easement.
Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor or the
Grantor's heirs, successors, or assigns may be entitled before the 1W, anniversary of the date
of this acquisition to repurchase or request certain information about the use and any actual
progress made toward the use for which this property interest was acquired through eminent
domain, and the repurchase price will be the price the Grantee pays Grantor in this acquisition.
The person signing this document on behalf of the Grantor warrants that he or she has the
legal authority to execute this permanent easement for the purposes and consideration therein
expressed, and in the capacity therein stated, and that such binding authority has been granted
by proper order, resolution, ordinance or other authorization of the Grantor. Grantee is fully
entitled to rely on this warranty and representation in accepting this permanent easement.
TO HAVE AND TO HOLD the above -described permanent easement, together with, all and
singular, the rights and appurtenances thereto in anyway belonging unto Grantee, its
successors and assigns, forever; and Grantor does hereby bind itself, its heirs, successors
and assigns, to warrant and forever defend, all and singular, the said easement unto Grantee,
its successors and assigns, against every person whomsoever lawfully claiming or to claim the
same or any part thereof.
This document may be executed in multiple counterparts, each of which will be deemed an
original, but which together will constitute one instrument. When the context requires,
singular nouns and pronouns include the plural.
[SIGNATURES APPEAR ON THE FOLLOWING PAGE]
SEWER FACILITY EASEMENT
Rev. 20220420
Fo_et�Wyo�xrw.
D223159574
Page 3 of 7
GRANTOR: Azzah Mary Darkazally Perez,
By:
/ /
(Name)
r
(Title)
ACKNOWLEDGEMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Texas, on this day personally appeared Azzah Mary Darkazallv Perez, known to me
to be the same person whose name is subscribed to the foregoing instrument, and
acknowledged to me that the same was the act of Azzah Mary Darkazallv Perez and
that they executed the same as the act of said individual for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of
- IZ-23
[SEAL]
r.4 AUSTEN LOPES N ry ic, State of Texas
Nob" PWA>Sbb dTan Name (printed):
Notary ID 0133809" Notary's commission expires:
of COMMMI M► Ev. AUG. 08, 2=
SEWER FACILITY EASEMENT FORv7WORTH.
Rev. 20220420 ��
UZZ31b9574
Page 4 of 7
ACCEPTED BY:
GRANTEE: City of Fort Worth
By (Signature):
(Print Name) Dana Burghdoff
k7rde) Assistant City Manager
APPROVED AS TO FORM AND LEGALITY
By (Signature):
(Print Name) Matt Murray
(Title) Assistant City Attorney
ACKNOWI.E:DGEMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas,
on this day personally appeared Dana BurRhdoff
ant City MaadW of the City of Fort Worth, a Texas home rule
municipal corporation, known to me to be the same person whose name is subscribed to the
foregoing instrument, and acknowledged to me that the same was the act of the City of Fort
Worth and that they executed the same as the act of the City of Fort Worth for the purposes
and consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of Aug S, 2023
{SEAL)
SELENA ALA
Notary Public
.► + STATE OF TEXAS
Notary I.D. 132427--a
` My Comm. Exp. Mm- 31, 2024
Wv%SR FACKITY EASEWLNI
RCA.20Z 420
,.b...,. Z'
StkntAIDw,rv. P23►no►EX)
Notary Public, State of Texas
Name (printed):
Notary's commission expires:
D223159674
Page 5 of 7
WATER & SANITARY SEWER REPLACEMENT, CONTRACT 2020 WSM-K
CITY PROJECT NO. 103421
PARCEL NO. 1 PE
3737 BELLAIRE CIRCLE
LOT 2, BLOCK 9, WESTCLIFF
EXMBIT "A99
Being a permanent sanitury stover facility easement out of Lot 2, Block 9 of Westcliff; an addition
to the City of Fort Worth, 'Tarrant County, Texas as recorded in Volume 388-B, Page 220 of the
Plat Records of Tarrant County, Texas, said Lot 2 being described in deed to Azzah N-fary
Darkazallv Perez as recorded in County Clerk's File No. D213307020 of the Official Public
Records of Tarrant County, Texas, said permanent sanitary sewer facility easement being more
particularly described by metes and bounds as follows:
COMNIENCING at a 3/8 inch iron rod found for the cast corner of Lot 4 of said Block 9, said 3r8
inch iron rod being the north corner of Lot 27, Block 9 of Westcliff, an addition to the City of Fort
Forth, Tarrant County, Texas as recorded in Volume 1959, Page 242 of the Deed Records of
Tarrant County, Texas, said 3/8 inch iron rod also being in the southwest line of Lot 6, Block 9 of
Westcliff, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volurne
1927, Pane 216 of said Deed Records of Tarrant County, Texas; THENCE, North 48 degrees 39
minutes 0I seconds West, with the northeast line of said Lot 4 and with the southwest line of said
Lot 6, passing at a distance of 15.30 feet, a point for the west comer of said Lot 6 and the south
corner of Lot 5, Block 9 of said Westcliff as recorded in Volume 1927, Page 216, in all,, a distance
of 29.50 feet to a point for the southeast corner of said Lot 2, said point being the southwest comer
of said Lot 5, said point also being the most northerly corner of said Lot 4; THE, North 14
degrees 56 minutes 52 seconds West, with the northeast line of said Lot 2 and with the southwest
line of said Lot 5, a distance of 76.53 feet to a point for the northeast corner of said Lot 2, said
point being the most westerly comer of said Lot 5, said point also being the south corner of Lot 3,
Block 9 of said WestelifTas recorded in Volume 388-B, Page 220, from which a 5/8 inch iron rod
1but,d for the north corner of said Lot 5 bears North 28 degrees 37 minutes 20 seconds East, a
distance of 137.84 feet, said 5/8 inch iron rod being the cast corner of said Lot 3, said 5/8 inch 'iron
rod also being in the southerly right -of --way line of Brighton Road (a called 50' width right-of-
way); THENCE, North 48 degrees 29 minutes 20 seconds Nest, with the northeast line of said
Lot 2 and %%itln the southwest line of said Lot 3, a distance of 30.00 feet to the POINT OF
BEG11NNING of the herein described permanent sanitary sewer facility easement, said point being
the intersection of the northeast line of said Lot 2 and the southwest line of said Lot 3 with a
northwest Tune of an 8' Utility Easement as recorded in Volume 388-B, Psg?e 220 of said Plat
Records of Tarrant County, Texas;
THENCE South 41 degrees 30 minutes 40 seconds Nest, with a northwest line of said 8' Utility
Easement, a distance of 4.00 feet to a point for an exterior ell corner of said 8' Utility
Easement;
THENCE South 48 degrees 29 minutes 20 seconds East, with a southwesterly line of said 8'
Utility Easement, a distance of 28.79 feet to an angle point in said 8' Utility Easement;
Exhibit A Page 1 of 2
0223159574
Page 6 of 7
THENCE South 14 degrees 56 minutes 52 seconds East, with a southwesterly line of said 8'
Utility Easement, a distance of 18.46 feet to a point for corner;
THENCE South 75 degrees 03 minutes 08 seconds West, a distance of 5.92 feet to a point for
comer;
THENCE North 14 degrees 56 minutes 52 seconds West, a distance of 20.15 feet to a point for
corner;
THENCE North 48 degrees 29 minutes 20 seconds West, a distance of 120.76 feet to a point for
corner in the northwest line of said Lot 2, said point being in the southeast right-of-way
line of Bellaire Circle (a called 60' width right-of-way), said point also being the
beginning of a non -tangent curve to the left having a radius of 1,060.00 feet, a central
angle of 00 degrees 25 minutes 57 seconds and whose chord bears North 41 degrees 48
minutes 52 seconds East, a distance of 8.00 feet;
THENCE with said non -tangent curve to the left, with the northwest line of said Lot 2 and with
the southeast right-of-way line of said Bellaire Circle, an arc length of 8.00 feet to a
point for the north comer of said Lot 2, said point being the west comer of said Lot 3,
from which a 1/2 inch iron rod found for reference bears North 48 degrees 42 minutes
47 seconds West, a distance of 0.24 feet;
THENCE South 48 degrees 29 minutes 20 seconds East, with the northeast line of said Lot 2 and
with the southwest line of said Lot 3, a distance of 96.60 feet to the POINT OF
BEGINNING and containing 993 square feet or 0.023 acres of land, more or less.
Notes:
(1) A plat of even survey date herewith accompanies this legal description.
(2) All bearings and coordinates are referenced to the Texas Coordinate System,
NAD-83, The North Central Zone 4202, all distances and areas shown are
surface.
Date: June 10, 2022 /
---a^
Curtis Smith
Registered Professional Land Surveyor
No. 5494
Texas Firm No. 10106900
CL;RTiS Sa!T. a
r ,..• +
Exhibit A Page 2 of 2
D223159574
Page 7 of 7
EXHIBIT "B "
PA`RCEI. No. f PE
N q' /\
t 2&79
-L-S2 8 N 1 '
� A�1 F?t0 S/8'IRON hU7
t�a.rb � ?3 LOT 3 r! !! 4/0v9 O' Y
c iu A 1�ddsG' 9-4 ! ! O
+1 0, PERMANENT SAWTARY P.O
! I!! _. .Q.
SEWER EAOi SO.T. OR
AREA
0.023 ACRES i::::x
-\:q� 41
�•`••,O, P.O.B. ! �^ .• �`_•�.'.• ••��/•
LOT 2map= /
��o AZZAN MAIRY
r
OAF2KAZAILY PEREZ NOT TO SCALE
�•,;� v � !
C.C.F. No. 0213307020
O.P.R.T.C.T. SEE �'��!{i LOT 5 SCK
�FF GE 2t6
DETAIL "A..O�.. �:: L-6 7. PA
BLOCK 9 m� , i 900, D R T.C.T
WESTCLIFF + LOT 6 f
VOLUME 388-B, PAGE 220 /
1 N LOT 27
P.R. T. C. T. L-7 i1 �+ BLOCS' 9
8'UnUTY EkSEME47 1 1/ w'S7 VFF
YMUME 388-8. PAGE 220-"+ + YOLUME 1959, PAGE 242
P,ItT.C.T.
LOT 1 - l PAS51Hc
---.` ` A' I&W
�G� -LOT 4 ( P.O. C.
NO VsNlow Rm
ulwl
Irty .-1 1, �T-J2,ovw-�I tS.00 N r Qom' ,�
IALEGiL OCs>v*MON OF E%" DATE ACX:OWPANES 7M PUT. 50 25 0 50
2. ALL SYSTEM.
RAD AND C NOMM1ES ARE REiEROiCED TO THE 7E�U15 COCN10APCA
SYSTEM. NAD-83, THE NO�iTIi CENTRAL 2Ct� 42.D2, A!1 d5TANCfS AND AP.EA5
Cl-VW AW SUWACE SCALE IN FEET
o City o f Fort Worth
2W TEXAS 51}tt:Li • roki YIOIt111. rDrAs 761Q2
WATER & SANITARY SEWER REPLACEMENT,
CONTRACT 2020 WSM--K
e
PARCEL W. 1 PE j CnY PROJ. NO. 103421 j� c' •'°'y � ' F�'•�'�.
PERMANENT SANITARY SEWER EASEMENT£
OWNER: AZZAN WIRY DARKAZALLY PEREZ . _...
SURVEY: LOT 2. BLOCK 9, WESTCUFT
LOCATMN: CITY OF FORT WORTH, TARRANT COLhNTY. TEXAS
ACQUISITION AREA: 993 SflUARE FEET OR 0.023 ACRES � ..
WHOLE PROPERTY ACREAGE: 0.458 ACRES (CALCULATED)
Na a1Mq tOJ.CQ p:lAtirw 1TY: CAD rn a1PE try CURTaS SbIITN
/y _ RECISTENED PROF Z,33 AL LAND S;RVEYC
TE .PJNE 10, 2022 f]i}1: P/ i CM t INWWORTK
5w NO. 5494 % Fi44 N*. 1010�b9C
GORRONQONA & ASSODATE'S. W- • ZQ10 MF- LOOP 02A SURE TX. 76137 811-406-1424 FAX 817-496-1788
D223152452 08/24/2023 08:19 AM Page: 1 of 7 Fee: $43.00 Submitter: Alamo Title Company - DFW
Electronically Recorded by Tarrant County Clerk in Official Public Records
MARY LOUISE NICMOLSI]N
COUNTY CLERK
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE
OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT
BEFORE IT IS FILED FOR RECORD /N THE PUBLIC RECORDS: YOUR SOCIAL SECURITY
NUMBER OR YOUR DRIVER'S LICENSE NUMBER
CPN 103421 W/SS Replacement Contract 2020 WSM-K
Parcel No. 2 PSFE
3732 SOMERSET LN f ��.��•,\40 `' i r
WESTCLIFF ADDITION Block 9 Lot 24
STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS
COUNTY OF TARRANT §
CITY OF FORT WORTH
SEWER FACILITY EASEMENT
DATE: 67 1-��3
GRANTOR: Bannister Custom Homes, LLC
GRANTOR'S MAILING ADDRESS (including County):
3605 El Campo Ave, Ste. B
Fort Worth, Tarrant County, TX 76107
GRANTEE: CITY OF FORT WORTH
GRANTEE'S MAILING ADDRESS (including County):
200 TEXAS STREET
FORT WORTH, TARRANT COUNTY, TX 76102
CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the
receipt and sufficiency of which is hereby acknowledged.
EASEMENT PROPERTY: BEING a tract of land more particularly described in the
attached Exhibit A and Exhibit B.
Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee,
its successors and assigns, an exclusive, perpetual easement for the construction, operation,
maintenance, replacement, upgrade, inspection and repair of a Permanent Sewer Line Facility,
hereafter referred to as "Facility." The Facility includes all incidental underground and
aboveground attachments, equipment and appurtenances, including, but not limited to
manholes, manhole vents, lateral line connections, pipelines, and junction boxes in, upon,
SEWER FACILITY EASEMENT Emubm
Rev 20220420 Ir—
D223152452
Page 2 of 7
under and across a portion of the Easement Property, more fully described in Exhibit A and
Exhibit B, attached hereto and incorporated herein for all pertinent purposes, together with
the right and privilege at any and all times to enter Easement Property, or any part thereof, for
the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and
repairing said Facility.
In no event shall Grantor (1) use the Easement Property in any manner which interferes in any
material way or is inconsistent with the rights granted hereunder, or (I1) erect or permit to be
erected within the Easement Property a permanent structure or building, including, but not
limited to, monument sign, pole sign, billboard, retaining walls, brick or masonry fences or walls
or other structures that require a building permit. However, Grantor shall be permitted to install
and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement
Property but only to the extent that such surface improvements do not materially interfere with
the rights granted hereunder. Grantee shall be obligated to restore the surface of the
Easement Property at Grantee's sole cost and expense, including the restoration of any
sidewalks, driveways, or similar surface improvements located upon or adjacent to the
Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as
a result of the Grantee's use of the easement granted hereunder. Provided, however, that
Grantee shall not be obligated to restore or replace irrigation systems or other improvements
Installed in violation of the provisions and intended use of this Easement.
Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor or the
Grantor's heirs, successors, or assigns may be entitled before the 10t' anniversary of the date
of this acquisition to repurchase or request certain information about the use and any actual
progress made toward the use for which this property interest was acquired through eminent
domain, and the repurchase price will be the price the Grantee pays Grantor in this acquisition.
The person signing this document on behalf of the Grantor warrants that he or she has the
legal authority to execute this permanent easement for the purposes and consideration therein
expressed, and In the capacity therein stated, and that such binding authority has been granted
by proper order, resolution, ordinance or other authorization of the Grantor. Grantee is fully
entitled to rely on this warranty and representation in accepting this permanent easement.
TO HAVE AND TO HOLD the above -described permanent easement, together with, all and
singular, the rights and appurtenances thereto in anyway belonging unto Grantee, its
successors and assigns, forever; and Grantor does hereby bind itself, its heirs, successors
and assigns, to warrant and forever defend, all and singular, the said easement unto Grantee,
its successors and assigns, against every person whomsoever lawfully claiming or to claim the
same or any part thereof.
This document may be executed in multiple counterparts, each of which will be deemed an
original, but which together will constitute one instrument. When the context requires,
singular nouns and pronouns include the plural.
[SIGNATURES APPEAR ON THE FOLLOWING PAGE]
SEWER FACILITY EASEMENT
Rev. 20220420
00
0223152452
Page 3 of 7
GRANTOR: Bannister Custom Homes, LLC,
a Texas Limited Liability Company
By:';�
(Nam)
(Title)__ Au ; Zd
ACKNOWLEDGEMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Texas, on this day personally appeared John Newton I &gentof Bannister
Custom Homes, LLC, known to me to be the same person whose name is subscribed
to the foregoing instrument, and acknowledged to me that the same was the act of
Bannister Custom Homes, LLC, and that they executed the same as the act of said
Bannister Custom Homes, LLC for the purposes and consideration therein expressed
and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of
05 Oq
csEALl
DUWA CALDERON ROORIGUEZ
_. � j.T-Notary Public. Step of Texas:; COMM, Expir41e 09•16-2024
�vr„f„+` Notary 1D 132679421
3MR FAOUTY EASEMENT
Rey 20220429
Notary Publi&c,S tl,�aa of Te
Name (printed): DOXL�lew (zod"q►' ,,-
Notary's commission expires: O _ 110 ZoZ l
D223152452 Page 4 of 7
ACCEPTED BY:
GRANTEE: City of Fort Worth
0-ana qanggLdoff
By (Signature): D'n' &MOdaH (aja. , .021 13:31 CDT)
(Print Name) Dana Burghdoff
(Me) Assistant City Manager
APPROVED'AS TO -FORM AND LEGALITY
By (Signature):
(Print Name) Matt M u rray
(-ritle) Assistant City Attorney
ACKNOWUMGEMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas,
on this day personaNy appeared Dana Burghdoff
A-g-6-.tant City Manaa _r of the City at Fort Worth, a Texas home rule
municipal corporation, known to me to be the same person whose name is subscribed to the
foregoing instrument, and acknowledged to me that the same was the act of the City of Fort
Worth and that they executed the same as the act of the City of Fort Worth for the purposes
and consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of Aug J" , 2023
(SEAM
S ALA
Notary
Public
+ :� STATE OF TEXAS
I Ndsry I.D. 1324225&
thy Ccmm. Exp. W. 31. 7_024
SEINER FAMUTY EASEMENT
ROY. 20=420
Selena AU (A rc 1. 2023 10-00 CDT:
Notary Public, State of Texas
Name (prmtesi):
Notary+'s commission expires:
D223152452
Page 5 of 7
WATER & SANITARY SEWER REPLACEMENT, CONTRACT 2020 WSM-K
CITY PROJECT NO. 103421
PARCEL NO. 2 PE
3732 SOMERSET LANE
LOT 24, BLOCK 9, WESTCLIFF
Being a permanent sanitary sewer facility easement out of Lot 24, Block 9 of Westcliff, an addition
to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 1959, Page 242 of the
Deed Records of Tarrant County, Texas, said Lot 24 being described in deed to O'Keefe Properties
LLC as recorded in County Clerk's File No. D217154346 of the Official Public Records of Tarrant
County, Texas, said permanent sanitary sewer facility easement being more particularly described
by metes and bounds as follows:
COMMENCING at a 1-1/2 inch iron pipe found for the east corner of Lot 9, Block 9 of Westcliff,
an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 1927, Page
216 of said Deed Records of Tarrant County, Texas, said 1-1/2 inch iron pipe being the north
corner of Lot 10, Block 9 of said Westcliff as recorded in Volume 1927, Page 216, said 1-1/2 inch
iron pipe also being in the southwest right-of-way line of Brighton Road (a called 50' width right-
of-way); THENCE, South 44 degrees 20 minutes 39 seconds West, with the southeast line of said
Lot 9 and with the northwest line of said Lot 10, a distance of 194.50 feet to a point for the south
corner of said Lot 9, said point being the west corner of said Lot 10, said point also being in the
northeast line of said Lot 24, from which a 1/2 inch iron rod found for reference bears South 44
degrees 20 minutes 39 seconds West, a distance of 0.50 feet; THENCE, South 48 degrees 39
minutes 01 seconds East, with the northeast line of said Lot 24 and with the southwest line of said
Lot 10, a distance of 67.51 feet to a 1/2 inch iron rod found for an angle point in the northeast line
of said Lot 24, said 1/2 inch iron rod being the south comer of said Lot 10, said 1/2 inch iron rod
also being the west comer of Lot 11, Block 9 of said Westcliff as recorded in Volume 1927, Page
216; THENCE, South 39 degrees 42 minutes 52 seconds East, with the northeast line of said Lot
24 and with the southwest line of said Lot 11, a distance of 11.50 feet to a point for the east corner
of said Lot 24, said point being the north comer of Lot 23, Block 9 of said Westcliff as recorded
in Volume 1959, Page 242; THENCE, South 45 degrees 29 minutes 24 seconds West, with the
southeast line of said Lot 24 and with the northwest line of said Lot 23, a distance of 4.01 feet to
the POINT OF BEGINNING of the herein described permanent sanitary sewer facility easement,
said point being the intersection of the southeast line of said Lot 24 and the northwest line of said
Lot 23 with a southwest line of an 8' Utility Easement as recorded in Volume 1959, Page 242 of
said Deed Records of Tarrant County, Texas;
THENCE South 45 degrees 29 minutes 24 seconds West, with the southeast line of said Lot 24
and with the northwest line of said Lot 23, a distance of 6.88 feet to a point for corner;
THENCE North 39 degrees 42 minutes 52 seconds West, a distance of 11.56 feet to a point for
corner;
THENCE North 48 degrees 39 minutes 01 seconds West, a distance of 7.71 feet to a point for
corner;
Exhibit A Page 1 of 2
D223152452
Page B of 7
THENCE North 41 degrees 20 minutes 59 seconds East, a distance of 6.86 feet to a point for
comer in a southwest line of said 8' Utility Easement;
THENCE South 48 degrm 39 minutes 01 seconds East, with a southwest line of said 8' Utility
F..asement, a distance of 9.25 feet to a point for an angle point in said 8' Utility
Easement;
THENCE South 39 degrees 42 minutes 52 seconds East„ with a southwest line of said 8' Utility
Easement, a distance of 11.52 feet to the POINT OF BEGINNING and cot twining
134 square feet or 0.003 acres of land, more or less.
Notes:
(1) A plat of even survey date herewith accompanies this legal description.
(2) All bearings and coordinates are referenced to the Texas Coordinate �Systena,
NAD-83, The North Central Zone 4202, aU distances and areas shown are
stufaM
Date: June 10, 2022
IIF
Curtis Smith4�'.,
Registered Professional Land Surveyor
No. 5494 (04-V44
Texas Firm No.10106900 Rns s►.0 m
g
SU�`��
Exhibit A Page 2 of 2
UZZ315Z45Z
Page 7 of 7
fi�'�S3YilYL]L 1
1G7 is ET'ZY7!•Yi7 iiF:3si
LZA is7i i —
EXHIBIT "B "
PARCEL No. 2 PE
P. 0. C.wm
LOT 4 `�°- �y f � . '�� � � `� •°�
/.
LOT 10 c'S?`o �OFM 1/2VOW MO M46
•.� �y
` s 4rwn*w ow
DETAIL "A"
NOT TO SCALE
/ SEE ����► �, LOT 11
LOT 25 / DETAIL "A"—� �' r /� FND IPMON ROD
SEWER EASDriQ�T AREAy`� MBSTC6IPF
/ 134 SO. FT. �� Pi7LUdfB 1827, PACE 216
0.003 ACRES �\ `� D.R.T. C. T.
LOT 24 P.O.B.
/0KEEFE PROPERTIES LLC / LOT 12
/ C.C.F. No. D217154.346
/ O.P.R.T.C.T. LOT 23
/ BLOCK 9 %���'. �
IFESTCLIFF
VOLUME 1959, PAGE 242 LOT 13
D.R.T.C.T. / LOT 22
J `
SUBJECT TRACT
LOCATION OF ACORAiSITION
1. A I,ECAL DEWPT*g or EVEN CATE A0004PMM0 TM P1J3. 50 25 0 50
2. ALL BEAR"GS AND 000Fl4TES ARE R£FE TO THE TEMS COOROOKIT I I
SYSZEkk HAD—M THE NORM COMAL ZONE 4202. ALL DWIANCES NO AREAS
SHOWN ARE SURFACE SCALE IN FEET
City of Fort Worth
= TIVS SOW • rM "UK TEW 76132
WATER & SANITARY SETTER REPLACEMENT,
CONTRACT 2020 WSM-K
PARCEL NO. 2 PE I CITY PROJ. 140. 103421
PERMANENT SANITARY SEINER EAS ENT _.: _��_•
OWNER: O'KEEFE P PERT)ES LL L ti `15 �hlt 1 h
�Q
SURVEY: LOT 24, BLOCK 9. WESTCL&F s Se9c R.;
LOCATION: CITY OF FORT WORTH, TARRANT COUNTY. TEXAS -
...w�'
ACOUISMON AREA. 134 SQUARE FEET OR 0.003 ACRES 5 U
WHOLE PROPERTY ACREAGE: 0.384 ACRES (CALCIAVED)
+ro. tQiAO B
Y Gp FRM �DM CURTIS SMITH
DATE, JUNE t i6'� zz; _ 1' • (R2UGtSTUtED j�il� �jlA+� b
C it ASS�►Tm mm am 1x 76137 s,7- i24 FAX 17-t9 -U
WATER & SANITARY SEWER REPLACEMENT, CONTRACT 2020 WSM-K
CITY PROJECT NO. 103421
PARCEL NO. 3 PE
3710 WINSLOW DRIVE
LOT 18, BLOCK 9, WESTCLIFF
EXHIBIT "A"
Being a permanent sanitary sewer facility easement out of Lot 18, Block 9 of Westcliff, an addition
to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 1959, Page 242 of the
Deed Records of Tarrant County, Texas, said Lot 24 being described in deed to Rex A. Seline and
Rebecca A. Seline, husband and wife, as recorded in Volume 11819, Page 2324 of said Deed
Records of Tarrant County, Texas, said permanent sanitary sewer facility easement being more
particularly described by metes and bounds as follows:
COMMENCING at a 5/8 inch iron rod found for the east corner of Lot 15, Block 9 of Westcliff,
an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 1927, Page
216 of said Deed Records of Tarrant County, Texas, said 5/8 inch iron rod being the north corner
of Lot 16, Block 9 of said Westcliff as recorded in Volume 1927, Page 216, said 5/8 inch iron rod
also being in the southwest right-of-way line of Brighton Road (a called 50' width right-of-way);
THENCE, South 57 degrees 16 minutes 53 seconds West, with the southeast line of said Lot 15
and with the northwest line of said Lot 16, a distance of 180.01 feet to a point for the northwest
corner of said Lot 18, said point being the south corner of said Lot 15, said point being the west
corner of said Lot 16, said point also being the east corner of Lot 20, Block 9 of said Westcliff as
recorded in Volume 1959, Page 242, from which a 1 inch iron pipe found for the west corner of
said Lot 15 bears North 39 degrees 42 minutes 52 seconds West, a distance of 68.60 feet, said 1
inch iron pipe being the south corner of Lot 14, Block 9 of said Westcliff as recorded in Volume
1927, Page 216, said 1 inch iron pipe also being in the northeast line of said Lot 20, and from
which a 1/2 inch iron rod found for the northeast corner of said Lot 18 South 64 degrees 40 minutes
56 seconds East, a distance of 94.15 feet, said 1/2 inch iron rod being the south corner of said Lot
16, said 1/2 inch iron rod also being the west corner of Lot 17, Block 9 of said Westcliff as recorded
in Volume 1927, Page 216, and from which a 1/2 inch iron rod found for reference bears South 00
degrees 22 minutes 01 seconds East, a distance of 0.68 feet; THENCE, South 30 degrees 35
minutes 06 seconds West, with the northwest line of said Lot 18 and with the southeast line of said
Lot 20, a distance of 4.02 feet to the POINT OF BEGINNING of the herein described permanent
sanitary sewer facility easement, said point being the intersection of the northwest line of said Lot
18 and the southeast line of said Lot 20 with a southwest line of an 8' Utility Easement as recorded
in Volume 1959, Page 242 of said Deed Records of Tarrant County, Texas;
THENCE South 64 degrees 40 minutes 56 seconds East, with a southwest line of said 8' Utility
Easement, a distance of 10.80 feet to a point for corner;
THENCE South 25 degrees 19 minutes 04 seconds West, a distance of 7.57 feet to a point for
corner;
Exhibit A Page 1 of 2
THENCE North 64 degrees 40 minutes 56 seconds West, a distance of 11.50 feet to a point for
corner in the northwest line of said Lot 18. said point being in the southeast line of said
Lot 20,
THENCE North 30 degrees 35 minutes 06 seconds East. with the northwest line of said Lot 18
and with the southeast line of said Lot 20, a distance of 7.60 feet to the POINT OF
BEGINNING and containing 84 square feet or 0.002 acres of land. more or less.
Notes:
(1) A plat of even survey date herewith accompanies this legal description.
(2) All bearings and coordinates are referenced to the Texas Coordinate System,
NAD-83. The North Central Zone 4202, all distances and areas shown are
surface.
Date: June 10, 2 222
Curtis Smith
Registered Professional Land Surveyor
No. 5494
Texas Firm No. 10106900
Exhibit A Page 2 of 2
EXHIBIT "B "
1 LINE
L-1 S 3735 06 4.02 PARCEL No. 3 PE
NS 64'40'58 10.80' i
S 25'1994 7.57'
L-4 N 64.40 56 11.50' LOT 14 BLOCK 9
L-5 N 30.35'06 7.60' WESTCLIFF
\
VOLUME 1927, PAGE 216 P. 0 • C• �s0.
\ `\ B'UTILITY EASEMENT D.R.T.C.T. VOLUME 1927, PAGE 21b FND 5/8'
\ \\VOLUME 1959, PAGE 242 IRON ROD Off, o
\\\\\ D.R.T.C.T. / LOT 15 p
i
\` \\\ FND 1"IRON PIPE SEE Nb'3 \ 0,�
LOT 21 \ 1L �y 7
DETAIL "A'bT10 LOT 16 9J Q
\ Aa.
/ ? PERMANENT SANMARY
\\�s SEWER EASEMENT AREA
84 SO. FT. OR j���'•
0.002 ACRES
LOT 20
FND 1/2-IRON ROD BEARS
S 00'22'01"E 0.68'
1 P. O.B.
LOT 18
P.O.B.
REX A. SELINE AND ``��` �� �•`�' 94�s, '.
REBECCA A. SELINE,
HUSBAND AND WIFE
VOLUME 11819 PAGE 2324 �� \� LOT 17��'
D.R.T.C.T. ``4\ y
LOT 1 BLOCK 9 .....,... _
WESTCLIFF DETAIL "A"
ACQUISITION
VOLUME 1959, PAGE 242 `� NOT TO SCALE
D.R. T. C. T.
SUBJECT TRACT
LOCATION OF ACQUISITION
1. ALEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 50 25 0 50
2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE
SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS
SHOWN ARE SURFACE SCALE IN FEET
oar wo City of Fort Worth
200 TEXAS STREET • FORT WORTH, TEXAS 76102
WATER & SANITARY SEWER REPLACEMENT,
CONTRACT 2020 WSM-K
PARCEL NO. 3 PE I CITY PROJ. NO. 103421
PERMANENT SANITARY SEWER EASEMENTI:,ylilr a
OWNER: REX A. SELINE AND REBECCA A. SELINE, HUSBAND AND WIFE
SURVEY: LOT 18. BLOCK 9, WESTCLIFF u, '49" N
LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS ~-
ACQUISITION AREA: 84 SQUARE FEET OR 0.002 ACRES
WHOLE PROPERTY ACREAGE: 0.468 ACRES (CALCULATED)
JOB No. JIMD2103.00 DRAWN BY: JPH CAD FILE 03PEOWG CURTIS SMITH
REGISTERED PROFESSIONAL LAND SURVEYOR
DATE: JUNE 10. 2022 EXHIBIT 8 PAGE 1 OF 1 SCALE: 1' - 50' 1NO. 5494 TEXAS FIRM No. 10106900
GORRONDONA & ASSOCIATES,INC. • 2800 N.E. LOOP 820. SURE 60 FORT WORTH, TX. 76137 817-496-1424 FAX 817-496-1768
WATER & SANITARY SEWER REPLACEMENT, CONTRACT 2020 WSM-K
CITY PROJECT NO. 103421
PARCEL NO.4 PE
3806 WINSLOW DRIVE
LOT 1, BLOCK 16, WESTCLIFF
EXHIBIT "A"
Being a permanent sanitary sewer facility easement out of Lot 1, Block 15 of Westcliff, an addition
to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-C, Page 92 of the
Plat Records of Tarrant County, Texas, said permanent sanitary sewer facility easement also being
a portion of a 0.35 acre (by deed) tract of land described in deed to Lester Edmonds and Mary
Teresa Edmonds, husband and wife, as recorded in County Clerk's File No. D215105962 of the
Official Public Records of Tarrant County, Texas, said permanent sanitary sewer facility easement
being more particularly described by metes and bounds as follows:
COMMENCING at a 5/8 inch iron rod found for the south corner of Lot 20 of said Block 15, said
5/8 inch iron rod being the west corner of Lot 19 of said Block 15, said 5/8 inch iron rod also being
in the northeast right-of-way line of Suffolk Drive (a called 50' width right-of-way); THENCE,
North 45 degrees 43 minutes 26 seconds East, with the southeast line of said Lot 20 and with the
northwest line of said Lot 19, a distance of 146.81 feet to a 3 inch pipe found for the east corner
of said Lot 20, said 3 inch pipe being the north corner of said Lot 19, said 3 inch pipe also being
in the southwest line of Lot 2 of said Block 15; THENCE, North 67 degrees 25 minutes 23 seconds
West, with the northeast line of said Lot 20 and with the southwest line of said Lot 2, a distance
of 79.39 feet to the POINT OF BEGINNING of the herein described permanent sanitary sewer
facility easement, said point being the east corner of said Lot 1, said point being the east corner of
said 0.35 acre tract of land, said point being the north corner of said Lot 20, said point also being
the northeast corner of a 557 square feet (by deed) tract of land described in deed to Autumn P.
Wood and Christopher M. Ripperda as recorded in County Clerk's File No. D217100449 of said
Official Public Records of Tarrant County, Texas;
THENCE South 59 degrees 37 minutes 44 seconds West, with the southeast line of said 0.35 acre
tract of land and with the northwest line of said 557 square feet tract of land, a distance
of 5.23 feet to a point for corner, from which a 5/8 inch iron rod found for the south
comer of said 0.35 acre tract of land bears South 59 degrees 37 minutes 44 seconds
West, a distance of 106.29 feet, said 5/8 inch iron rod being the west corner of said 557
square feet tract of land, said 5/8 inch iron rod also being in the northeast right-of-way
line of said Suffolk Drive;
THENCE North 67 degrees 25 minutes 23 seconds West, a distance of 10.53 feet to a point for
corner;
THENCE North 22 degrees 34 minutes 37 seconds East, a distance of 15.00 feet to a point for
corner;
Exhibit A Page 1 of 2
THENCE South 67 degrees 25 minutes 23 seconds East, a distance of 5.63 feet to a point for
corner in the northeast line of said Lot 1. said point being in the northeast line of said
0.35 acre tract of land, said point also being in the westerly line of said Lot 2;
THENCE South 14 degrees 03 minutes 08 seconds East. with the northeast line of said Lot 1,
with the northeast line of said 0.35 acre tract of land and with the westerly line of said
Lot 2, a distance of 13.49 feet to the POINT OF BEGINNING and containing 155
square feet or 0.004 acres of land, more or less.
Notes:
(1) A plat of even survey date herewith accompanies this legal description.
(2) All bearings and coordinates are referenced to the Texas Coordinate System.
NAD-83. The North Central Zone 4202. all distances and areas shown are
surface.
Date: June 10, 2022,
Curtis Smith ,
Registered Professional Land Surveyor �rSz p
No. 5494
Texas Firm No. 10106900 `A CURTIS SMITH
541114
Exhibit A Page 2 of 2
EXHIBIT "B "
`L 2 s r Is. PARCEL No. 4 PE
L-3 Nf$,j1f3� \
L-4 S 6725P-E BLOCK 15
L-5 S 14 03 DO-E 13.49'
WESTCLIFF
LOT 1 VOLUME 388--C, PACE
0.35 ACRES (BY DEED)
LESTER EDMONDS AND
MARY TERESA EDMONDS,
HUSBAND AND WIFE
C.C.F. No. D215105962
O.P.R.T.C.T.
PERMANENT SANITARY
SEWER EASEMENT AREA
155 SQ. FT. OR
0.004 ACRES
` P.R.T.C.T.
1 SEE
r--DETAIL "A"
LOT 2
.00 l�
..............
DETAIL "A"
ti9 ., `-1`z31y NOT TO SCALE
p0 p6• � \ 7g
\ xa��Z LOT 3
cN0 5� FND 3`IRON PIPE
s ��
G
Q
�0
G
�9J �
ACQUISRI
LOCATIO
SUBJECT TRACT &
LOCATION OF ACQUISITION
am
DEED LINE LOT 20
557 SQUARE FEET (BY DEED) /
AUTUMN P. WOOD AND 01/ 8'UTILfTY EASEMENT
CHRISTOPHER M. RIPPERDA VOLUME 388—C, PAGE 92—?
C.C.F. No. D217100449 1° P.R.T.C.T.
O.P.R.T.C.T.
ry6
LOT 18
/ LOT 19
P. 0. C.
FND 5/8`
IRON ROD
NOTES: 1. ALEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 550 25 0 50
2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE
SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS
SHOWN ARE SURFACE. SCALE IN FEET
oar Wo�r City of Fort Worth
200 TEXAS STREET • FORT WORTH, TEXAS 76102
WATER & SANITARY SEWER REPLACEMENT,
CONTRACT 2020 WSM-K
PARCEL NO. 4 PE ICITY PROJ. NO. 103421
PERMANENT SANITARY SEWER EASEMENT
OWNER: LESTER EDMONDS AND MARY TERESA EDMONDS, HUSBAND AND WIFE
SURVEY: LOT 1, BLOCK 15, WESTCLIFF
LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
ACQUISITION AREA: 155 SQUARE FEET OR 0.004 ACRES
WHOLE PROPERTY ACREAGE: 0.35 ACRES (BY DEED)
JOB No. JIMD2103.00 DRAWN BY. JPH CAD FILE. 04PE.DWG
DATE: JUNE 1 D. 2022 EXHIBIT B PAGE 1 OF 1 SCALE: 1' s 50'
GORRONDONA do ASSOCIATES, NC. • 28DO N.E. LOOP 820, SUITE 6 FORT WORTH, TX. 76137
CURTIS SMITH
RCtAwtmu PROFESSIONAL LAND SURVEYOR
NO. 5494 TEXAS FIRM No. 101069DO
8 7-496-1424 FAX 817-496-1768
U11310441574 U3llUllU13 U9 1B AM Page: 1 of 8 tee: $41.UU `$Ubmltter: Alamo l itle Company - UtW
Electronically Recorded by Tarrant County Clerk in Official Public Records
MARY LOUISE NICHOLSON
COUNTY CLERK
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE
OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT
BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY
NUMBER OR YOUR DRIVER'S LICENSE NUMBER.
CPN 103421 W/SS Replacement Contract 2020 WSM-K
Parcel No. 5 PSFE
3600 Suffolk Dr
WESTCLIFF ADDITION Block 15 Lot 15�
STATE OF TEXAS § S�
§ KNOW ALL MEN BY THESE P T
COUNTY OF TARRANT §
CITY OF FORT WORTH
SEWER FACILITY EASEM
i
DATE. -
GRANTOR: NADIA M. LAHUTSKY A� E HN MCMAHON II,
WIFE AND HUSBAND
GRANTOR'S MAILING ADDRESZ(in='y
3600 Suffolk DrFort Worth, T r ra9
GRANTEE: CITY OF
GRANTEE'S MAILI E (including County):
200 E AS REET
TARRANT COUNTY, TX 76102
Ten Dollars ($10.00) and other good and valuable consideration, the
an s is ncy of which is hereby acknowledged.
EAS MT ROPERTY: BEING a tract of land more particularly described in the
attache xhibit A and Exhibit B.
Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee,
its successors and assigns, an exclusive, perpetual easement for the construction, operation,
maintenance, replacement, upgrade, inspection and repair of a Permanent Sewer Line Facility,
hereafter referred to as "Facility." The Facility includes all incidental underground and
aboveground attachments, equipment and appurtenances, including, but not limited to
SEWER FACILITY EASEMENT FoRTWORTH.
Rev. 20220420
UZZJU44614
Page Z of 8
manholes, manhole vents, lateral line connections, pipelines, and junction boxes in, upon,
under and across a portion of the Easement Property, more fully described in Exhibit A and
Exhibit B, attached hereto and incorporated herein for all pertinent purposes, together with
the right and privilege at any and all times to enter Easement Property, or any part thereof, for
the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and
repairing said Facility.
In no event shall Grantor (1) use the Easement Property in any manner which interferes in any
material way or is inconsistent with the rights granted hereunder, or (II) erect or permit be
erected within the Easement Property a permanent structure or building, including b t
limited to, monument sign, pole sign, billboard, retaining walls, brick or masonry fen o 1
or other structures that require a building permit. However, Grantor shall be pe i o ' al
and maintain a concrete, asphalt or gravel driveway, road or parking lot acro t I m t
Property but only to the extent that such surface improvements do not mated to a wl
the rights granted hereunder. Grantee shall be obligated to restor a of the
Easement Property at Grantee's sole cost and expense, including r t a ' n of any
sidewalks, driveways, or similar surface improvements to p r ace to the
Easement Tract which may have been removed, relocated, da r destroyed as
a result of the Grantee's use of the easement granted her u der. r vided, however, that
Grantee shall not be obligated to restore or replace irrigatio s ern other improvements
installed in violation of the provisions and intended Hof this se t.
Under Chapter 21, Subchapter E of the Texas Prop o , as amended, the Grantor or the
Grantor's heirs, successors, or assigns may be e r the 101 anniversary of the date
of this acquisition to repurchase or reque rt i r tion about the use and any actual
progress made toward the use for which tPri o rest was acquired through eminent
domain, and the repurchase price wi!! be rantee pays Grantor in this acquisition.
The person signing this docurr>r on b hal o the Grantor warrants that he or she has the
legal authority to execute this e e ent for the purposes and consideration therein
expressed, and in the cap ' t e s to , and that such binding authority has been granted
by proper order, resoluti n, ace other authorization of the Grantor. Grantee is fully
entitled to rely on this war, t an r resentation in accepting this permanent easement.
TO HAVE AND TO t ve-described permanent easement, together with, all and
singular, the rights d p urtenances thereto in anyway belonging unto Grantee, its
successors an a s, ver; and Grantor does hereby bind itself, its heirs, successors
and as ns a and forever defend, all and singular, the said easement unto Grantee,
its sua�es o a d a . ns, against every person whomsoever lawfully claiming or to claim the
Th um n may be executed in multiple counterparts, each of which will be deemed an
origi I, t ich together will constitute one instrument. When the context requires,
singular ouns and pronouns include the plural.
[SIGNATURES APPEAR ON THE FOLLOWING PAGE]
SEWER FACILITY EASEMENT
Rev. 20220420
FORT Wow.
D223044674
Page 3 of 8
GRANTOR: NADIA M. LAHUTSKY AND EDWARD JOHN MCMAHON II,
WIFE AND HUSBAND,
Y
(Name) 0-i) I P
(Title) u �
By.- <
(Name) E �f w -J�
(Title) H L) -5 n 6
STATE OF TEXAS
COUNTY OF TARRANT
BEFORE ME, the u
Texas, on this day pers I�
the same person wh s
acknowledged to met t
they executed the s
therein expressed first e
ACKNOWLED
§ O l�
Fed
nty, a Notary Public in and for the State of
ard John McMahon II, known to me to be
ribed to the foregoing instrument, and
p was the act of Edward John McMahon II and that
of said individual for the purposes and consideration
citv therein stated.
GIVE HAND AND SEAL OF OFFICE this the date of
<\ [SEAL v
AMY S. BOYD
',•: My Notary ID # 129681806
:tiny.
E*= Amuary 20, 2026
' ■1 1 I I111 PIN w0 p"_I.
Nota'7��ublic, State of Texas
Name (printed):
Notary's commission expires:
I � VZ02- Q
SEWER FACILITY EASEMENT
Rev. 20220420
FoR_ T `
D223044674
Page 4 of 8
ACKNOWLEDGEMENT
STATE OF TEXAS
COUNTY OF TARRANT
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Texas, on this day personally appeared Nadia M Lahutskv„ known to me to be the
same person whose name is subscribed to the foregoing instrument, d
acknowledged to me that the same was the act of Nadia M Lahutskv and
executed the same as the act of said individual for the purposes and c do
therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this thexera-T� le
/1- / — 3v3-)- .
[SEAL]
Not ry Pu 'c, Sta o
Jw1 & WYD Name (pri t G
i. :• MyNo" ID#VWSW Notary's co ion xpires: Zo
F.xptree January � 20� t
0�
Illpl l i 1111 I I III II 11 III I I'm III III
V
O
SEWER FACILITY EASEMENT FO—RTWORTH'
Rev. 20220420
D223044674 Page 5 of 8
ACCEPTED BY:
GRANTEE: City of Fort Worth
By (Signature): st.-'m-G. F.M.317MM
(Print Name) Steve Cooke
(Title) Property Management Director
APPROVED AS TO FORM AND LEGALITY I
f
By (Signature):
(Print Name) Matt Murray
i
(Title) Assistant City Attorn�
i
ACKNOWLEDGE T
STATE OF TEXAS §
COUNTY OF TARRANT § O I
BEFORE ME, the undersigned autho aublic in and for the State of Texas,
on this day rsonally appe d (poke !
Pk 'r o e City of Fort Worth, a Texas home rule
munici ai c oratio known o e e person whose name is subscribed to the
foregoing instrument, and ac d o m at the same was the act of the City of Fort
Worth and that they exec th a e e act of the Clty of Fort Worth for the purposes
and consideration therei e e a ' the capacity therein stated.
GIVEN UNDE SEAL OF OFFICE, tkis date of
1
- I
rSEAL)
I
Notary Public, State of Texa
.01 989" Name (printed):
w AUG. 08_2020, Notary's commission expires:
SEWER FACUTY EASEMENT UAiWUAT .
Rev. 20220420
D223044674
Page 6 of 8
WATER & SANITARY SEWER REPLACEMENT, CONTRACT 2020 WSM-K
CITY PROJECT NO.103421
PARCEL NO.5 PE
3600 SUFFOLK DRIVE
LOT 15, BLOCK 15, WESTCLIFF
Being a permanent sanitary sewer facility easement out of Lot 15, Block 15 of
addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 31
of the Plat Records of Tarrant County, Texas, said Lot 15 being described in deer
Lahutsky and Edward John McMahon II, wife and husband, as recorded in VoluO
137 of the Deed Records of Tarrant County, Texas, said permanent sani
easement being more particularly described by metes and bounds as followy"\
COMMENCING at a 1/2 inch iron rod found for the northeast ler--o�F s2kdEQa5j said 1/2 inch
iron rod being the southeast corner of Lot 14 of said Block 15, ' 1/ in also being in
the northwesterly right-of-way line of Trail Lake Drive (a a 80' right-of-way), from
which a 1/2 inch iron rod found for the southeast corner of said o South 17 degrees 20
minutes 18 seconds West, a distance of 119.97 feet, /2 in ' being the intersection
of the northwesterly right-of-way line of said Trail Lake with the northeasterly right-of-way
line of Suffolk Drive (a called 50' width right -of- which a 1/2 inch iron rod found
for the northeast corner of Lot 14 of said Blo k 15 degrees 20 minutes 18 seconds
East, a distance of 74.82 feet, said 1/2 inch r southeast corner of Lot 13 of said
Block 15, said 1/2 inch iron rod also being in n ly right-of-way line of said Trail Lake
Drive; THENCE, North 72 degrees 43 u 1 c nds West, with the northeast line of said
Lot 15 and with the southwest ' of t fence of 115.62 feet to a point for corner;
THENCE, South 17 degrees to ds West, a distance of 4.00 feet to the POINT
OF BEGINNING of the h anent sanitary sewer facility easement, said point
being in a southwest line .1. ement as recorded in Volume 388-C, Page 92 of said
Plat Records of Tarrant C
THENCE South 17 rr`�
utes 18 seconds West, a distance of 6.65 feet to a point for
comer;
THENCE N 2 eeeK39 minutes 42 seconds West, a distance of 12.24 feet to a point for
in utheast line of said 8' Utility Easement;
degrees 35 minutes 16 seconds East, with a southeast line of said 8' Utility
, a distance of 6.74 feet to a point for a comer of said 8' Utility Easement;
,Knuth 72 degrees 43 minutes 21 seconds East, with a southwest line of said 8' Utility
Easement, a distance of 11.04 feet to the POINT OF BEGINNING and containing 77
square feet or 0.002 acres of land, more or less.
Exhibit A Page 1 of 2
D223044674
Page 7 of 8
Notes:
(1) A plat of even survey date herewith accompanies this legal description.
(2) All bearings and coordinates are referenced to the Texas Coordinate System,
NAD-83, The North Central Zone 4202. all distances and areas shown are
surface.
C)
a :Jun 2
Curtis Smith
Registered Professional Land Surveyor
No. 5494
Texas Firm No. 10106900
Exhibit A Page 2 of 2
CURTIS SMITH..
. S URN
D223044674
Page 8 of 8
EXHIBIT "B "
' PARCEL No. 5 PS
lfl
17 Ylu, LOT 13
LOT 17
yocK XFF 92 _ �I
� 1�'�STCL ppGE
sBBT C� T• LOT 14
� ,�2•tR.oN ROD
V01,10419p.R �M
e'1rnLr1Y EASEMENT
SEE `� VOLUVIE 39a-C, PAS 92
r P.R.T.C.T.
DETAIL A (
LOT 16
a'UTuw E4SEMENT
VOLUME 3W-C. PACE 92
P.R.T.C.T.
PERIdAMW SANiWARY
SEWER MEMEW AREA
77 SO. ". OR
0.= ACRES
LOT 15
NADIA M. LAHUT!
EDWARO J C
WIFE AN H
VOLUME 1410 F
NOTES
1. A LEGAL DESCRIPTION OF EVEN PLAT_
2. ALL BEARINGS AND THE 7M COORDMTE
SYSTEM, NA064 TF£ HORTFt 202. ALL DISTANCES AND AREAS
SWWN ARE SURRACE.
n
W�
L
50 25 0 50
SCALE IN FEET
City of Fort Worth
200 TEXAS STREET • FORT WORTH, TEXAS 76102
(SANITARY SEWER REPLACEMENT,
CONTRACT 2020 WSM K
PARCEL NO. 5 PE I CITY PROJ. NO. 103421
PERMANENT SANITARY SEWER EASEMENT
OWNER; NAM M. LAHUTSKY AND EDWARD JOHN MCMAHON II, WIFE AND HUSBAND
SURVEY: LOT 15. BLOCK 15, WESTI CLIFF
LOCATION: CITY OF FORT WORTH. TARRANT COUNTY. TEXAS
ACQUISITION AREA: 77 SQUARE FEET OR 0.002 ACRES
WHOLE ERTY ACREAGE: 0 372 ACRES (CALCULATED%
ZF
C IDTIS SMITH
S yI
J08 tQ jQQ DRAWN M JPH CAD FILE 05PE.DWG RMI CUR7IS �
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CORRO k ASSOCIATES. IMIGr • Za00 N.E. LOOP 82D SUITE FORT MIC TX; T6137 8. - 498-1424 FAX a17 6-1766
0223100614 06/08/2023 02:42 PM Page: 1 of 11 Fee: $59.00 Submitter: Alamo Title Company - DFW
Electronically Recorded by Tarrant County Clerk in Official Public Records O"X..M,�
MARY LOUISE NICHOLSON
COUNTY CLERK
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE
OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT
BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY
NUMBER OR YOUR DRIVER'S LICENSE NUMBER.
CPN 103421 W/SS Replacement Contract 2020 WSM-K
Parcel No. 06 Pt. 1 & 2 PSFE ` ` ~ ' i Y r1 ; _
3821 Winslow Dr;
WESTCLIFF ADDITION Block 14 Lot 1 to & 2A ` `w='�'�-'�"�--'�
STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS
COUNTY OF TARRANT §
CITY OF FORT WORTH
SEWER FACILITY EASEMENT
DATE:l V 23
GRANTOR: Don Carlton Roberts & Susan Douqlas Roberts
GRANTOR'S MAILING ADDRESS (including County):
3821 Winslow Dr
Fort Worth, Tarrant County, TX 76109
GRANTEE: CITY OF FORT WORTH
GRANTEE'S MAILING ADDRESS (including County):
200 TEXAS STREET
FORT WORTH, TARRANT COUNTY, TX 76102
CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the
receipt and sufficiency of which is hereby acknowledged.
EASEMENT PROPERTY: BEING a tract of land more particularly described in the
attached in Exhibit Al, A2, B1, and B2.
Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee,
its successors and assigns, an exclusive, perpetual easement for the construction, operation,
maintenance, replacement, upgrade, inspection and repair of a Permanent Sewer Line Facility,
hereafter referred to as "Facility." The Facility includes all incidental underground and
aboveground attachments, equipment and appurtenances, including, but not limited to
manholes, manhole vents, lateral line connections, pipelines, and junction boxes in, upon,
SEWER FAC11.17Y EASEMENT f0--� H•
Rev. 20220420 ��
D223100614
Page 2 of 11
under and across a portion of the Easement Property, more fully described in Exhibit A and
Exhibit B, attached hereto and incorporated herein for all pertinent purposes, together with
the right and privilege at any and all times to enter Easement Property, or any part thereof, for
the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and
repairing said Facility.
In no event shall Grantor (1) use the Easement Property in any manner which interferes in any
material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be
erected within the Easement Property a permanent structure or building, including, but not
limited to, monument sign, pole sign, billboard, retaining walls, brick or masonry fences or walls
or other structures that require a building permit. However, Grantor shall be permitted to install
and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement
Property but only to the extent that such surface improvements do not materially interfere with
the rights granted hereunder. Grantee shall be obligated to restore the surface of the
Easement Property at Grantee's sole cost and expense, including the restoration of any
sidewalks, driveways, or similar surface improvements located upon or adjacent to the
Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as
a result of the Grantee's use of the easement granted hereunder. Provided, however, that
Grantee shall not be obligated to restore or replace irrigation systems or other improvements
installed in violation of the provisions and intended use of this Easement.
Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor or the
Grantor's heirs, successors, or assigns may be entitled before the 10th anniversary of the date
of this acquisition to repurchase or request certain information about the use and any actual
progress made toward the use for which this property interest was acquired through eminent
domain, and the repurchase price will be the price the Grantee pays Grantor in this acquisition.
The person signing this document on behalf of the Grantor warrants that he or she has the
legal authority to execute this permanent easement for the purposes and consideration therein
expressed, and in the capacity therein stated, and that such binding authority has been granted
by proper order, resolution, ordinance or other authorization of the Grantor. Grantee is fully
entitled to rely on this warranty and representation in accepting this permanent easement,
TO HAVE AND TO HOLD the above -described permanent easement, together with, all and
singular, the rights and appurtenances thereto in anyway belonging unto Grantee, its
successors and assigns, forever; and Grantor does hereby bind itself, its heirs, successors
and assigns, to warrant and forever defend, all and singular, the said easement unto Grantee,
its successors and assigns, against every person whomsoever lawfully claiming or to claim the
same or any part thereof.
This document may be executed in multiple counterparts, each of which will be deemed an
original, but which together will constitute one instrument. When the context requires,
singular nouns and pronouns include the plural.
(SIGNATURES APPEAR ON THE FOLLOWING PAGE]
SEWER FACUTY EASEMENT
Rev, 20220420
K;ow.
D223100614
Page 3 of 11
GRANTOR: Don Carlton Roberta & Susan Douglas Roberts,
(Name) G�iAt'(d iz>a�l(f
(Title)
r 6�4v
gy:
(N me) Si)SRo i $ /Zal eY 4
(Title)
ACKNOWLEDGEMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Texas, on this day personally appeared Don Carlton Roberts, known to me to be the
same person whose name is subscribed to the foregoing instrument, and
acknowledged to me that the same was the act of Don Carlton Roberts and that they
executed the same as the act of said individual for the purposes and consideration
therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this�the date of _
2- 17- z.?
ar of TOM
m:. ;� 01.2tt2t3
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Gore , �n E)p. A 204�
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St=VICR VACU TY F-A4 L M EN i
Rev. ZU7204-40
dotar/yPublic, State opTe;as
Name (printed):
Notary's commission expires:
f044P�rH
UZZ31OU614
Page 4 of 11
ACKNOWLEDGEMENT
STATE OF TEXAS
COUNTY OF TARRANT
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Texas, on this day personally appeared Susan Doualas Roberts, known to me to be
the same person whose name is subscribed to the foregoing instrument, and
acknowledged to me that the same was the act of Susan Douqlas RobgAA and that
they executed the same as the act of said individual for the purposes and consideration
therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of
2�17-�3
AWttN LOPES
Noeimy�4xum
Notary ID #1338089"
c rm Eq. AM O8, 20
Lo
0
SEWER FACIL YEASENEN+
Rai. 20220420
Notary Public, State of Texas
Name (printed):
Notary's commission expires:
Foar� Hb0.
D223100614
Page 5 of 11
ACCEPTED BY:
GRANTEE: City of Fort Worth
tea Br11
By (Signature): °�+�
(Print Name) Dana Burghdoff
(Tittle) Assistant City Manager
APPROVED AS TO FORM AND LEGALITY
By (Signature):
(Print Name) Matt Murray
(Title) Assistant City Attomey
ACKNOWLEDGEMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas,
on this day personally appeared Dana Burghdoff
AmvlaRt C,r; uanagcr of the City of Fort Worth, a Texas home rule
municipal corporation, known to me to be the same person whose name is subscribed to the
foregoing instrument, and acknowledged to me that the same was the act of the City of Fort
Worth and that they executed the same as the act of the City of Fort Worth for the purposes
and consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of May 31, 2023
MINI
a SELENA ALA
Notary Public
�• ' ' : MATE OF TEXAS
Notary I.D. 132422528
My Comm. rv. Mar. 31, M4
SEV# R FACILITY EASEMENT
etnv 2uaK.`10
Selena A rtun 1. ZM 11,42CM)
Notary Public, State of Texas
Name (printed):
Notary's commission expires:
0�.
D223100614
Page 6 of 11
WATER & SANITARY SEWER REPLACEMENT, CONTRACT 2020 WSM-K
CITY PROJECT NO. 103421
PARCEL NO.6 PE PART 1
3821 WINSLOW DRIVE
THOMAS B. TAYLOR SURVEY, ABSTRACT No. 1539
EXHIBIT "Al"
Being a permanent sanitary sewer facility casement situated in the Thomas B. Taylor Survey,
Abstract No. 1539 in the City of Fort Worth, Tarrant County, Texas, said permanent sanitary sewer
facility caserncnt being a portion of a 05/100 acre tract of land (by deed) described in deed to Don
Carlton Roberts and Susan Douglas Roberts as recorded in Volume 10712, Page 80 of the Deed
Records of Tarrant County, Texas, said permanent sanitary sewer facility easement being more
particularly described by metes and bounds as follows:
BEGINNING at a 5/8 inch iron rod found for the most easterly corner of said 05/100 acre tract of
land, said 5/8 inch iron rod being the north corner of Lot 26, Block 14 of Westcliff, an addition to
the City of Fort Worth, Tarrant County, Texas, as recorded in Volume 388-E, Page 43 of the Plat
Record of Tarrant County, Texas, said 518 inch iron rod also being in the southwest line of Lot 2,
Block 14 of WestCliff, an addition to the City of Fort Worth, Tarrant County,Texas as recorded in
Volume 388-D, Page 57 of said Plat Records of Tarrant County, Texas, from which a 1 inch iron
pipe found for the south comer of Lot 3, Block 14 of said Wcstchff as recorded in Volume 388-D,
Page 57 bears South 72 degmes 43 minutes 35 seconds Fast, a distance of 139.97 feet, said 1 inch
iron pipe being an angle point in the northeastline of Lot 25, Block 14 of saidWestcliff as recorded
in Volume 388-E, Page 43, said 1 inch iron pipe also being the west corner of Lot 5, Block 14 of
Westcliff, an addition to the City of Dort Worth, Tarrant County, Texas as recorded in Volume
388-C, Page 92 of said Plat Records of Tarrant County, Texas;
THENCE South 57 degrees 16 minutes 26 seconds West, with the southeast line of said 051100
acre tract of land and with the northwest line of said I.ot 26, a distance of 119.05 feet
to a 5/8 inch iron rod found for the most southerly corner of said 051100 acre tract of
land, said 5/8 inch iron rod being the west corner of said Lot 26, said 5/8 inch iron rod
being in the northeasterly right-of-way line of Iuianderly Place (a called 50' width right-
of-way), said 5/8 inch iron rod also being the beginning of a non -tangent curve to die
right having a radius of 533.94 fort, a central angle of 01 degrees 04 minutes 23
seconds, and whose chord bears North 30 degrees 34 minutes 53 seconds West, a
distance of 10.00 feet;
THENCE with said non -tangent curve to the right, with the southwest line of said 051100 acre
tract of land and with the northeasterly right-of-way line of said Manderly Place, an arc
length of 10.00 feet to a point for the most westerly comer of said 05/100 acre tract of
land, said point also being the south corner of Lot 1, Block 14 of said Westeliff as
recorded in Volume 388-D, Page 57;
Exhibit A Page I of 2
D2231GO614
Page 7 of 11
THENCE North 58 dcgrces 04 minutes 41 seconds Fast, with the most southerly northwest line
of said 05/100 acre tract of land and with the southeast line of said Lot 1, a distance of
111.62 feet to a point for an interior comer of said 051100 acre tract of land. said point
being the cast corner of said Lot 1, said point also being the southwest comer of said
Lot 2,
THENCE South 72 degrees 43 minutes 35 seconds East, with the southwest line of said Lot 2, a
distance of 11.00 feet to the POINT' OF BEGINNING and containing 1.060 square
feet or 0.024 acres of land, more or less.
Notes:
(1) A plat of even survey dace herewith accompanies this legal description.
(2) All bearings and coordinates arc referenced to the Texas Coordinate System,
NAD-83, The North Central Zone 4202, all distances and areas shown arc
surface.
Date: June 10, 2022
Curtis Smith`- _ =`
Registered Professional Land Surveyor
Texas Firm No. 10106900 CuRTIS S:s.rH J>
Exhibit A Page 2 of 2
D223100614
Page 8 of 11
EXHIBIT 17 B 1 11
PARCEL .No. 6 PE PART 1
O
\,N'i R
G� r P 1 1
INpM gSlRACl ! 1a,10
05/100 ACRES (BY DEED) `o o �"' A LOT 3
OON CARLTON R08ERTS AND _ L01 2
SUSAN DOUGLAS R08ERTS BLOCK 14
VOLUME 10712 PAGE 80 T3'ESTCLfFF
O.R.T.C,T.
VOLUME 388—D, PACE 57
1 LOT LOT LINE LCT P. R. T. C. T.
PERMANENT SANITARY S 7r43'35"E 11 AO'�
SEINER EASEMENT AREA P.O.B• LOT 5, BLOCK 14
` 1,060 SO. FT. OR FND 6 6- WESTCLIFF
1 0.024 ACRES VOLUME 388-C, PAGE 92
P.R.T C. T.
1
LOT 26
8'UT111TY EASEMENT 1- r'
O �Gy VOLUME 3t18-d;. PAGE 57
P.R.I.C.T. C\
�' LOT 26 rNo Tlao%
t1 `
` --- FHD 5/8'ZRCN ROD
BLOCK 14 LOT 25
)VESTCL FP
YOL17HE 388-4E. PACF. 43
P.R. T. C.T.
C.IAtCtE 1 tYAiJIJ� C ULUE T�A�My,`lk. urrY : yt, bl�.IM ! t -�H
41 41 04',2,i����1Y 10 10_W �1►T
i. A LEGAL CESCid"N Its F%fN CUTE ACCOUPANIES T) S PLAT. 50 25 0 50
2. Al 8EARINCS AND COGRONATES ARE REFERENCED TO THE TEUS COORDINATE
SYSTEM, KAD-83, THE NORTH CEMRAL ZONE 420'i, ALL DtSTAhCES AhO A.4EAS
SHOww ARE SURFACE. SCALE IN FEET
FoRTWorm City o f Fort Worth
200 TEXAS SMUT • FCWT WORTH, TEXAS 70102
WATER & SANITARY SEWER REPLACEMENT,
CONTRACT 2020 WSM--K TF
h Pr�Gti S TFRt:,
PARCEL NO. 6 PE PART 1 I CITY PROJ_ NO. 103421
PERMANENT SANITARY SEWER EASEMENT CU T 15 SMITH
OWNER: DON CARLTON ROBERTS AtM SUSAN DOUGLAS ROBERTS `1• "
Sdg��'
SURVEY: T►t4ttitA5 B. TAYIOR SURVEY„ ABSTRACT N0. 1539
LOCATION: CITY OF FORT WORTH, TA0RANT COUNTY, TEXAS
ACOUISITION AREA 1,060 SQUARE FEET OR 0.024 ACRES c
WHOLE PROPERTY ACREA i6: 05/1 0 QCRES (8 YOEEO)
CURTIS SMITH
X8 No. AM02103.00 DRAW"1 BY! dptN CAD FILE: OWE PT1.D G REC.tSTEREO PRCFE:: ONAL LAND U
DATE: AME 10. 2022 1 E mea f� PASF t �F t SCALF: t' - 50' ND. 5494 TEXAS rJOA N& IC
GWROP60MA & ASSOCIATES, NC. • �?8Z Fj.E L�';p 820, SUITE 660 FORT WORTH, TX. 76137 - 8 7-496-1424 FAX 817-496-1768
D223100614
Page 9011
WATER & SANITARY SEWER REPLACEMENT, CONTRACT 2020 WSM-K
CITY PROJECT NO. 103421
PARCEL NO. 6 PE PART 2
3821 WINSLOW DRIVE
LOT 2, BLOCK 14, WESTCLIFF
EXHIBIT ccU"
Being a permanent sanitary sewer facility easement out of Lot 2, Block 14 of Westcliff, an addition
to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-D, Page 57 of the
Plat Records of Tarrant County, Texas, said permanent sanitary sewer facility easement also being
a portion of a 05/100 acre tract of land (by deed) described in deed to Don Carlton Roberts and
Susan Douglas Roberts as recorded in Volume 10712, Page 80 of the Deed Records of Tarrant
County, Texas, said permanent sanitary sewer facility easement being more particularly described
by metes and bounds as follows:
COMMENCING at a 518 inch iron rod found for the most easterly corner of said 05/100 acre
tract of land, said 5/8 inch iron rod being the north comer of Lot 26, Block I4 of Westcliff, an
addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-E, Page 43
of said Plat Records of Tarrant County, Texas, said 5/8 inch iron rod also being in the southwest
line of said Lot 2, from which a 1 inch iron pipe found for the south corner of Lot 3, Block 14 of
said Westcliff as recorded in Volume 388-D, Page 57 bears South 72 degrees 43 minutes 35
seconds East, a distance of 139.97 feet, said 1 inch iron pipe being an angle point in the northeast
line of Lot 25, Block 14 of said Westcliff as recorded in Volume 388-E, Page 43, said 1 inch iron
pipe also being the west comer of Lot 5, Block 14 of Westcliff, an addition to the City of Fort
Worth, Tarrant County, Texas as recorded in Volume 388-C, Page 92 of said Plat Records of
Tarrant County, Texas, and from which a 5/8 inch iron rod found for the most southerly corner of
said 05/100 acre tract of land bears South 57 degrees 16 minutes 26 seconds West, a distance of
119.05 feet, said 5/8 inch iron rod being the west corner of said Lot 26, said 5/8 inch iron rod also
being in the northeast right-of-way line of Manderly Place (a called 50' width right-of-way);
THENCE, North 09 degrees 56 minutes 45 seconds West, with an easterly line of said 05/100
acre tract of land, a distance of 4.50 feet to the POINT OF BEGINNING of the herein described
permanent sanitary sewer facility easement, said point being the intersection of an easterly line of
said 05/100 acre tract of land with a northeasterly line of an 8' Utility Easement as recorded in
Volume 388-D, Page 57 of said Plat Records of Tarrant County, Texas;
THENCE North 72 degrees 43 minutes 35 seconds West, with a northeasterly line of said 8'
Utility Easement, a distance of 11.01 feet to a point for the intersection of a
northeasterly line of said 8' Utility Easement with a westerly line of said 05/100 acre
tract of land, the westerly line of said Lot 2 and the easterly line of Lot 1, Block 14 of
said Westcliff as recorded in Volume 388-D, Page 57;
THENCE North 10 degrees 03 minutes 17 seconds West, with the westerly line of said Lot 2,
with the easterly line of said Lot 1 and with a westerly line of said 051100 acre tract of
land, a distance of 6.78 feet to a point for corner;
Exhibit A Page 1 of 2
D223100614 Page 10 of 11
THENCE South 72 degrees 43 minutes 35 seconds East, a distance of 11.02 fret to a point for
corner in an easterly line of said 051100 acre tract of land;
THENCE South 09 degn.-cs 56 minutes 45 seconds East, with an easterly line of said 051100 acre
tract of land, a distance of 6.78 feet to the POW OF BEGINNING and containing
66 square feet or 0.002 acres of land, more or less.
Notes:
(1 ) A plat of even survey date herewith accompanies this legal description.
(2) All bearings and coordinates acE referenced to the Texas Coordinate System,
NAD-83, The North Central Zone: 4202, all distances and areas shown are
surface.
Date: June 10, 2022 /
Curtis Smith
Registered Professional Land Surveyor
No. 5494
Texas Firm No. 10106900 < CURTIS SMITH
c URN,
Exhibit A Page 2 of 2
D223100614
Page 11 of 11
—EXHJBIT "B2"
►, r 1 o PARCEI, No. 6 PE PART 2 L`
s '4 _ ! t1.0
THOMAS B. TAYLOR SURVEY " � P-0-B.
ABSTRACT No. 1539 4.. ,
w o�tiv�
VrIjNSLO
05/100 ACRES (BY DEED)
DON CARLTON ROBERTS AND
SUSAN OOUGLAS ROBERTS
VOLUME 10712 PAGE 80 `
D.R.T.C.T. -�
LOT 1
PERMANENT SANITARY
SEWER EASEMENT AREA
66 SO. FT. OR
0.002 ACRES
LOT LINE LOT t
DETAIL "A"
NOT TO SCALE
LOT 2
LOT 3
SEE
BLOCK 14
„
DETAIL A' WESTCLIFF
VOLUME
388—D, PAGE 57
P.R.T. C. T.
P.O. C.
LOt 5. BLOCK 14
FND 3/6`
*ESTCLIFF
_ �
VOLUME 388—C, PAGE 92
P.R.T.C,T.
LOT 26
B'uT6
JJ�
VOLUME 388^D. P1Ca 57
IN JAZ
LOT 26 17140 1.MON PPE-
5/d'IRON Roo f
DLOCX Ia
WESTCLJF'
VOLUME 388-E, PAGE 43
P. R.T. C. T.
1 LOT 25
f�
1/4t
1, AS:LECAL CESCMPT6014 OF EVEN GATE ACCOMPANIES THIS PLM. 50 25 0 50
2. AL BEAANOS AND COORNNATE5 ARE REFERENCED 10 THE TEXAS OOORCIWE
SYSTEK NAD-B3. THE NORTH CEI.TRAL 20N1E 4202. NI DISTANCES AND AREAS
SHOWN ARE SURFACE SCALE IIN FEET
ors City of Fort Worth
200 TEXAS STREFT • ROR7 MORTM_ TEXAS 76102
WATER & SANITARY SEWER REPLACEMENT,
c Of
CONTRACT 2020 WSM—K
PARCEL NO, 6 PF PART 2 ICITY PRQJ. NO. 103421
PERMANEK7 SANITARY SEWER EASEMENT — i lS —._...
�$ CURii5 5kl1TFI
OWNER: DON CARLTON ROBERTS AND SUSAN DOUGLAS ROBERTS ]egg
SURVEY: LOT 2. E:OCX 14. WESTCLIFFLOCATION: CITY OF FORT WORTH. TARRANT ODUNTY, TEXAS
ACQUISITION AREA: 6-6 SQUARE FEET OR 0,002 ACRES
WHQI E PROPERTY ACREAxr • 05/100 ACRES (BY DECO)
CLOS ROF P EGI
JOE W. JUD2103.00 DRAWN E WH CAD FkE: 06PE PT2.OWG T
AEGISTERET) PROFESSIONAL tMD SUf
DATE: JUNE 10. 2022 MR13a 8 PAGE 1 OF 1 SCAM, 1' - 50' NO. 5494 Tms MA Nw 101
GCPlRONDONA & ASSMMS, INC. • 2800 N-E. LOOP M SUITE 660 FDRT WORTH. TX 76137 • 617-496-1424 FAX 817-496-1768
WATER & SANITARY SEWER REPLACEMENT, CONTRACT 2020 WSM-K
CITY PROJECT NO. 103421
PARCEL NO. 7 PE
3817 WINSLOW DRIVE
LOT 2, BLOCK 14, WESTCLIFF
EXHIBIT "A"
Being a permanent sanitary sewer facility easement out of the remainder of L6t 2, Block 14 of
Westcliff, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume
388-D, Page 57 of the Plat Records of Tarrant County, Texas, said Lot 2 being described in deed
to Jeff L. Hensley and Susan B. Hensley as recorded in Volume 12079, Page 303 of the Deed
Records of Tarrant County, Texas, said permanent sanitary sewer facility easement being more
particularly described by metes and bounds as follows:
COMMENCING at a 5/8 inch iron rod found for the north corner of Lot 26, Block 14 of
Westcliff, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume
388-E, Page 43 of said Plat Records of Tarrant County, Texas, said 5/8 inch iron rod being in the
southwest line of said Lot 2, said 5/8 inch iron rod also being the most easterly corner of a 051100
acre tract of land (by deed) as described in deed to Don Carlton Roberts and Susan Douglas Roberts
as recorded in Volume 10712, Page 80 of said Deed Records of Tarrant County, Texas, from which
a 1 inch iron pipe found for the south corner of Lot 3, Block 14 of said Westcliff as recorded in
Volume 388-D, Page 57 bears South 72 degrees 43 minutes 35 seconds East, a distance of 139.97
feet, said 1 inch iron pipe being an angle point in the northeast line of Lot 25, Block 14 of said
Westcliff as recorded in Volume 388-E, Page 43, said 1 inch iron pipe also being the west corner
of Lot 5, Block 14 of Westcliff, an addition to the City of Fort Worth, Tarrant County, Texas as
recorded in Volume 388-C, Page 92 of said Plat Records of Tarrant County, Texas, and from which
a 5/8 inch iron rod found for the south corner of said 05/100 acre tract of land bears South 57
degrees 16 minutes 26 seconds West, a distance of 119.05 feet, said 5/8 inch iron rod being the
west corner of said Lot 26, said 5/8 inch iron rod also being in the northeast right-of-way line of
Manderly Place (a called 50' width right-of-way); THENCE, North 09 degrees 56 minutes 45
seconds West, with an easterly line of said 051100 acre tract of land, a distance of 4.50 feet to the
POINT OF BEGINNING of the herein described permanent sanitary sewer facility easement,
said point being the intersection of an easterly line of said 051100 acre tract of land with a
northeasterly line of an 8' Utility Easement as recorded in Volume 388-D, Page 57 of said Plat
Records of Tarrant County, Texas;
THENCE North 09 degrees 56 minutes 45 seconds West, with an easterly line of said 051100 acre
tract of land, a distance of 6.78 feet to a point for corner;
THENCE South 72 degrees 43 minutes 35 seconds East, a distance of 9.03 feet to a point for
corner;
THENCE South 17 degrees 16 minutes 25 seconds West, a distance of 6.03 feet to a point for
corner in a northeasterly line of said 8' Utility Easement;
Exhibit A Page 1 of 2
THENCE North 72 degrees 43 minutes 35 seconds West, with a northeasterly line of said 8'
Utility Easement, a distance of 5.93 feet to the POINT OF BEGINNING and
containing 45 square feet or 0.001 acres of land, more or less.
Notes:
(1) A plat of even survey date herewith accompanies this legal description.
(2) All bearings and coordinates are referenced to the Texas Coordinate System,
NAD-83, The North Central Zone 4202, all distances and areas shown are
surface.
Date: June 10, 2022 j
Z'eezll�
Curtis Smith
Registered Professional Land Surveyor
No. 5494
Texas Firm No. 10106900
Exhibit A Page 2 of 2
r� r
V1 N-X" 015T,�F-
EXHIBIT
"B "
N .}jD
L-2 N 09'56'4 6.78'
PARCEL No. 7
PE
L-3 S 72'43'35 9.03'
._.,...--•....
L-4 S 17'16'25'�( 6.03'
L-s N 72433s'W 5s3' I
THOMAS B. TAYLOR SURVEY
ABSTRACT No. 1539c�si
W pR��E
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r
Y ,,Ns—O QF WAY ` —
NZ
RIG —
ph 733.97.
REMAINDER OF
LOT 2
JEFF
L. HENSLEY AND DETAIL "A"
SUSAN B. HENSLEY NOT TO SCALE
05/100 ACRES (BY DEED)
VOLUME
12079 PAGE 303
DON CARLTON ROBERTS AND
SUSAN DOUGLAS ROBERTS
l
fo
D.R.T.C.T.
LOT 3
VOLUME 10712 PAGE 80 10
'
D.R.T.C.T Z o
SEE BLOCK 14
LOT 1 010 �m
DETAIL "A" WESTCLIFF
-1N
VOLUME 388—D, PACE 57
PERMANENT SANITARY
P.R. T. C. T.
SEWER EASEMENT AREA
45 SO. FT. OR
'
0.001 ACRES
LOT 5, BLOCK 14
WESTCLIFF
VOLUME 388-C, PAGE 92
P. D.B.
_, P.R.T.C.T.
LOT LINE LOT t
/ "
FND 5/8"
8'UTILITY EASEMENT
VOLUME 388-D, PACE 57 J
�ti�6 IRON ROD
P R.T CT
cS LOT 26
FND 1'1RON PIPE
LOT LINE
LOT 26
0, < FND 5/8"IRON ROD
\�
�0
BLOCK 14 LOT 25
y
WESTCLIFF
VOLUME 388-E, PAGE 43
P.R. T. C. T.
1. NO A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT,
50 25 0 50
2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE
SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS
SHOWN ARE SURFACE.
SCALE IN FEET
oar woRT City
of Fort
Worth
200 TEXAS STREET • FORT WORTH.
TEXAS 75102
WATER & SANI TAR Y SEWER REPLACEMENT,
OF
CONTRACT 2020 WSM—K
PARCEL NO. 7 PE
I CITY PROJ. NO. 103421
PERMANENT SANITARY SEWER EASEMENT
rMUP-1SMITH
�'�iPT�5
OWNER: JEFF L. HENSLEY AND SUSAN B. HENSLEY
SURVEY: LOT 2, BLOCK 14, WESTCLIFF
a ur
54_4,�
LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
....
ACQUISITION AREA: 45 SQUARE FEET OR 0.001 ACRES
SU`I
WHOLE PROPERTY ACREAGE: 0.291 ACRES (CALCULATED)
CU I SMITH
JOB No. JIMD2103.00 DRAWN BY: JPH
CAD FILE: 07PE.DWG
REGISTERED PROFESSIONAL LAND SURVEYOR
DATE: JUNE 10, 2022 EXHIBIT B PAGE 1 OF i
SCALE. 1" - 50'
NO. 5494 TEXAS FIRM No. 10106900
GORRONDONA &ASSOCIATES, NC. • 2800 N.E. LOOP 820, SUITE
60 FORT WORTH, TX. 76137 817-496-1424 FAX 817-496-1768
D223133533 07/27/2023 02:08 PM Page: 1 of 11 Fee: $59.00 Submitter: Alamo Title Company - DFW
Electronically Recorded by Tarrant County Clerk in Official Public Records 0,,X�
MARY LOUISE NICHOLSON
COUNTY CLERK
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOUaARE A NATURAL PERSON, YOU MAY REMOVE
OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT
BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY
NUMBER OR YOUR DRIVER'S LICENSE NUMBER.
CPN 103421 W/SS Replacement Contract 2020 WSM-K
Parcel No. 08 Pt. 1 & 2 PSFE
3813 Winslow Dr / ; •7 n-j 1'! r (` p +
WESTCLIFF ADDITION Block 14 Lot 3 ALM4 l� I - ✓O. RAY! �
r G vdozz,La. 7
STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS
COUNTY OF TARRANT §
CITY OF FORT WORTH
SEWER FACILITY EASEMENT
DATE: "221 l r� . ao.)
GRANTOR: Von E. Prahl and Lezlev N. Prahl,
Husband and Wife
GRANTOR'S MAILING ADDRESS (including County):
3813 Winslow Dr
Fort Worth, Tarrant County, TX 76109
GRANTEE: CITY OF FORT WORTH
GRANTEE'S MAILING ADDRESS (including County):
200 TEXAS STREET
FORT WORTH, TARRANT COUNTY, TX 76102
CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the
receipt and sufficiency of which is hereby acknowledged.
EASEMENT PROPERTY: BEING a tract of land more particularly described in both Part
1 and Part 2 of the attached Exhibit A and Exhibit B.
Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee,
its successors and assigns, an exclusive, perpetual easement for the construction, operation,
maintenance, replacement, upgrade, inspection and repair of a Permanent Sewer Line Facility,
hereafter referred to as "Facility." The Facility includes all incidental underground and
aboveground attachments, equipment and appurtenances, including, but not limited to
manholes, manhole vents, lateral line connections, pipelines, and junction boxes in, upon,
SEWER FACILITY EASEMENT FoRTWORTH.
Rov.20220420 I'
0223133633
Page 2 of 11
under and across a portion of the Easement Property, more fully described in Exhibit A and
Exhibit B, attached hereto and incorporated herein for all pertinent purposes, together with
the right and privilege at any and all times to enter Easement Property, or any part thereof, for
the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and
repairing said Facility.
In no event shall Grantor (1) use the Easement Property in any manner which interferes in any
material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be
erected within the Easement Property a permanent structure or building, including, but not
limited to, monument sign, pole sign, billboard, retaining walls, brick or masonry fences or walls
or other structures that require a building permit. However, Grantor shall be permitted to install
and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement
Property but only to the extent that such surface improvements do not materially interfere with
the rights granted hereunder. Grantee shall be obligated to restore the surface of the
Easement Property at Grantee's sole cost and expense, including the restoration of any
sidewalks, driveways, or similar surface improvements located upon or adjacent to the
Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as
a result of the Grantee's use of the easement granted hereunder. Provided, however, that
Grantee Shall not be obligated to restore or replace irrigation systems or other improvements
installed in violation of the provisions and intended use of this Easement.
Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor or the
Grantor's heirs, successors, or assigns may be entitled before the 101" anniversary of the date
of this acquisition to repurchase or request certain information about the use and any actual
progress made toward the use for which this property interest was acquired through eminent
domain, and the repurchase price will be the price the Grantee pays Grantor in this acquisition.
The person signing this document on behalf of the Grantor warrants that he or she has the
legal authority to execute this permanent easement for the purposes and consideration therein
expressed, and in the capacity therein stated, and that such binding authority has been granted
by proper order, resolution, ordinance or other authorization of the Grantor. Grantee is fully
entitled to rely on this warranty and representation in accepting this permanent easement.
TO HAVE AND TO HOLD the above -described permanent easement, together with, all and
singular, the rights and appurtenances thereto in anyway belonging unto Grantee, its
successors and assigns, forever; and Grantor does hereby bind itself, its heirs, successors
and assigns, to warrant and forever defend, all and singular, the said easement unto Grantee,
its successors and assigns, against every person whomsoever lawfully claiming or to claim the
same or any part thereof.
This document may be executed in multiple counterparts, each of which will be deemed an
original, but which together will constitute one instrument. When the context requires,
singular nouns and pronouns include the plural.
[SIGNATURES APPEAR ON THE FOLLOWING PAGE]
SEWER FACILITY EASEMENT
Rev, 20220420
foRTWatn .
D223133533
Page 3 of 11
GRANTOR: Von E. Prahl and Lezley N. Prahl,
Husband and Wife,
By: M •�,,
(Name) \/•n E.
(Title)
By: ✓ .�
(Name) Z� QA-141 ..
(Title)
ACKNOWLEDGEMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Texas, on this day personally appeared Von E. Prahl, known to me to be the same
person whose name is subscribed to the foregoing instrument, and' acknowledged to
me that the same was the act of Von E. Prahl and that they executed the same as the
act of said individual for the purposes and consideration therein expressed and in the
capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of
5 -3-z-3
(SEAL)
AUSTEN LOPES JaryvIA�,taAxas
sw"-av
NobryPub0o%%beofTw= Name (printed):
letNotary IUD *1 ourdy950Notary's commission expires:
Comrtd>l" Exp. AUO. 08, 2028
SEWER FACILITY EASEMENT FORT WORTH.
Rev.20220420 �`
D223133533
Page 4 of 11
ACKNOWLEDGEMENT
STATE OF TEXAS
COUNTY OF TARRANT
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Texas, on this day personally appeared Lezlev N. Prahl, known to me to be the same
person whose name is subscribed to the foregoing instrument, and acknowledged to
me that the same was the act of Lezlev N. Prahl and that they executed the same as
the act of said individual for the purposes and consideration therein expressed and in
the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of
JSEALI
eAU8TEN LOPES t
�' Notary " Tixr
a TWr" CCU
Notarryy ID tf1338HO"
Cwamii a� Ems. AM 01h 2M
SE'wFR FAVI MY EASEWNT
otary Public, S of Texas
Name (printed):
Notary's commission expires:
%RT� tiil0 W.
D223133533
Page 6 of 11
ACCEPTED BY:
GRANTEE: City of Fort Worth
ci�.r
By (Signature): °u+s3-106tafh+ v2- cDT,
(Print Name) Dana Burghdoff
(Title) Assistant City Manager
APPROVED AS TO FORM AND LEGALITY
By (Signature):
(Print Name) Matt Murray
(ry) Assistant City Attorney
ACKNOWLEDGEMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas,
on this day personally appeared Qana f3urghdoff
Assistant City Manager of the City of Fort Worth, a Texas home rule
municipal corporation, known to me to be the same person whose name is subscribed to the
foregoing instrument, and acknowledged to me that the same was the act of the City of Fort
Worth and that they executed the same as the act of the City of Fort Worth for the purposes
and consideration�therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of Ju[ 20, 2023
SELENA ALA
Notary Public
• • STATE OF TEXAS
sss vvv Notary 1 A. t 32-t22528
My Comm. Up, Mar. 31, 2024
UV6A F04aArrY EASEMENT
Rev. 20220M
5dcM3 dJr {rut?R
Notary Public, State of Texas
Name (printed):
Notary's commission expires:
D223133533
Page 6 of 11
WATER & SANITARY SEWER REPLACEMENT, CONTRACT 2020 WSM-K
CITY PROJECT NO. 103421
PARCEL NO. 8 PE PART 1
3813 WINSLOW DRIVE
LOT 3, BLOCK 14, WESTCLIFF
Being a pcnr:ancnt sanitary sewer facility casement out of Lot 3, Block 14 of Westcliff, an addition
to the; City of Tort Worth, Tarrant County, Texas as recorded in Volume 388-1), Page 57 of the
Plat Records of Tarrant Co►utty, Texas, said Lot 3 being described in deed to Von E. Prahl and
Lezley N. Prahl, husband and wife, as recorded in County Clerk's File No. D216280887 of the
Official Public Records of Tarrant County, Texas, said permanent sanitary sewer facility casement
being snore particularly described by metes and bounds as follows:
COMMENCiNG at a 5/8 inch iron rod found for the cast comer of Lot 4, Block 14 of NVesteliiT,
an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-C, Page
92 of said plat Records of Tarrant County, "Texas, said 518 inch iron rod being the north corner of
Lot 5, Block 14 of said Westcliff as recorded in Volume 388-C, Page 92, said 5/8 inch iron rod
also being in the southwest right-of-Avay line of Suffolk Drive (a called 50' width right-of-way);
THENCE, South 63 degrees 16 minutes 23 seconds West, with the southeast line of said Lot 4
and with the northwest line of said Lot 5, a distance of 149.33 feet to a point for the southeast
corner of said Lot 3, said point bcing the southwest corner of said Lot 4, said point also being in a
northeast line of an 8' Utility Fasement as recorded in Volume 388-D, Page 57 of said Plat Records
of Tarrant County, Texas, from which a 1/2 inch iron rod found for the northeast corner of said
Lot 3 bears North 03 degrees 44 minutes 37 seconds West, a distance of 159.59 feet, said 1/2 inch
iron rod being the northwest corner of said Lot 4, said 1/2 inch iron rod also being in the southerly
right-of-way line of Winslow Drive (a called 60' width right-of-way) and from which a I inch iron
pipe found for the most southerly corner of said Lot 3 bears South 63 degrees 16 minutes 23
seconds West, a distance of 51.00 feet, said 1 inch iron pipe being the west corner of said Lot 5,
said 1 inch iron pip-- also being an angle: point in the northmst lint; of Lot 25, Block 14 of WestclitT,
an addition to the City of Port Worth, Tarrant County, Texas as recorded in Volume 388-I,-, Page
43 of said Plat Records of Tarrant County, Texas; THENCE, North 26 degrees 43 nunutes 37
seconds West, with a northeast line of said 8' Utility Easement, a distance of 4.00 feet to a point
for and cxturior ell comer of said 8' Utility Easement; THENCE, South 63 degrees 16 minutes 23
seconds West, with a northwest line of said 8' Utility Easement, a distance of 40.71 feet to the
POINT OF BEGINNING of the herein described permanent sanitary sewer facility easement;
THENCE. South 63 degrees 16 minutes 23 seconds Wcst, with a northwest line of said 8' Utility
Easement, a distance of 8.67 feet to a point for an interior corner of said 8' Utility
Easement;
THENCE North 72 degrees 43 minutes 35 seconds West, with a northeast line of said 8' Utility
Easement, a distance of 17.79 feet to a point for comer,
THENCE North 17 degrees 16 minutes 25 seconds East, a distance of 6.03 feet to a point for
corner;
F,xhibit A Page I of 2
D223133533
Page 7 of 11
THENCE South 72 degrees 43 minutes 35 seconds East, a distance of 24.03 feet to the POINT
OF BEGINNING and containing 126 square feet or 0.003 acres of land, more or less.
Notes:
(1) A plat of even survey date herewith accompanies this legal description.
(2) All bearings and coordinates are referenced to the Texas Coordinate System,
NAD-93, The North Central Zone 4202, all distances and areas shown arc
surface.
Date: June 10, 2022
Curtis Smith :�•-�;� ��', ;
Registered professional Land Surveyor
No. 5494 r�. 'z
Texas Firm No. 10106900 CURTIS w m i
SS
xis, J.�J U W2 &0
Exhibit A Page 2 of "'u
D223133533
Page 8 of 11
K"I-.
:r� .•
EXHIBI „ „"
PARCEL No. 8 PJ
WINSLOW DRtvi
(W, WOOTH MW-OF WAY)
FM 1/2•
um ROD
BLOCK 14
IFBSTCLIFF
VOLUME 388-D, PACE 57
P.R. T.C.T. =I
LOT 3
VON E. PRAHL AND 6T
LOT 2 LEZLEY N. PRAHL,
HUSBAND AND WIFE
C.C.F. No. D218280887
O.P.R.T.C.T.
PERMANENT SANTTARY
SEWER EASEMENT AREA
126 SO. FT. 4R
0.003 ACRES P• 0
�- r: _ _
LOT 26
/ Fho 1•0I014 PSE `.
9LOCX 14 LOT 25
WESTCLIFF
VOLUME 388-N, PACE 44 `.
P.R.T.C.T.
LOT 5
BLOCK 14
aBSTCUPF
VOLUY$ 888-C, PACE 92
P.RT.C.T.
SEE
--`'`-DETAIL `8'
8tfRIY EASE Off
1^-MWE 3W-Q PAGE 37
PAT CT
7 LOT f
LA!
MOTM
I A LEGAL DCSCTnP" OF Evfr, DATE ACCOWPAWS rAS RM. 50 25 0 50
Z AFL BEJ1R) =AND COWWWATO ARE REFERENCED 70 TW TEXAS OOORDIP ATE
BMW. NW.63,, 7HE NORTH CE OR& ZONE 4M ALL OfSTAlM MO ARM
SHOW Ag SUR!'ACE. SCALE IN FEET
&F,;p City of Fort Worth
zoo TDfIIQ STRtET � woaT►f, mcAs 7atoQ
WATER & SANITARY SEWER REPLACEMENT,
CONTRACT 2020 WSM-_K_
PARCEL NO. 8 PE PART 1 ICfTY PROJ. NO. 103421
PERMANENT SANITARY SEWER EASEMENT
OWNER: VON E. PRAHL AND LEZLEY N. PRAHL. HUSBAND AND WIFE
SURVEY: LOT 3. BLOCK 14. WESTCLIFF
LOCATION: CfTY OF FORT WORTH. TARRANT COUNTY. TEXAS
ACQUISITION AREA: 126 SQUARE FEET OR 0.003 ACRES
WHOLE PIOPgRTY ACREAGE: 0.360 ACRES (CALCULATED)
JOB 40QATf,:.t}AZ< 1U1 20d2 IFaMi3lT 8•Q� t 1 _ i�I CAD F1tE: 09�I�£QP'Tf.DMVG
GO DC�IA !r ASSOCeATE,S NC. 9 2WO H 82D. SUITE SW FMT ;a TX. 78137
CURTIS SMITH
RECISTOn PRD ES4OM LAW
• 9 7- J -14Y4 817-108-1
D223133533
Page 9 of 11
WATER & SANITARY SEWER REPLACEMENT, CONTRACT 2020 WSM-K
CITY PROJECT NO. 103421
PARCEL NO. 8 PE PART 2
3813 WINSLOW DRIVE
LOT 3, BLOCK 14, WESTCLIFF
EXHIBIT "A"
Tieing a Permanent sanitary sewer facility casement out of Lot 3, Block 14 of Westcliff, an addition
to the City of Fort Worth, Tarrant County, Texa-5 as recorded in Volume 388-D, Page 57 of the;
Plat Records of 'Tarrant County, Texas, said Lot 3 being described in deed to Von E. Prahl and
Lczlcy N. Prahl, husband and wife, as recorded in County Clerk's File No. D216280887 of the
Official Public Records of Tarrant County, Texas, said petmanent sanitary sewer facility easermcnt
being more particularly described by metes and bounds as follows:
CONINIENCING at a 5/8 inch iron rod found for the east comer of Lot 4, Block 14 of Westcliff,
an addition to the City of Fort Worth, Tarrant County, Texas as recordtA in Volume 388-C, Page
92 of said Plat Records of Tarrant County, Texas, said 5/8 inch iron rod being the north corner cif
Lot 5, Block 14 of said Westcliff as recorded in Volume: 388-C, Page 92, said 5/8 inch iron rod
also being in the southwest right-of-way line of Suffolk Drive (a calked 50' width right-of-way);
THENCE, South 63 degrees 16 minutes 23 seconds West, with the southeast tune of said Lot 4
and with the northwest line of said Lot 5, a distance of 149.33 feet to the POINT OF
BEGINNING of the herein described permanent sanitary sewer facility casement, said point naing
the southeast corner of said Lot 3, said point being the southwest corner of said I.ot 4, said point
also being in a northeast 14he of an 8' Utility Easement as recorded in Volume 388-D, Page 57 of
said Plat Records of Tarrant County, Texas, from which a 1 inch iron pipe found for the most
southerly corner of said Lot 3 bears South 63 degrees 16 minutes 23 seconds West, a distance of
51.00 feet, said 1 inch iron pip-- being the west corner of said Lot 5, said 1 inch iron pipe also being
an angle point in the northeast line of Lot 25, Block 14 of Westcliff, an addition to die City of Fort
Worth, Tarrant County, Texas as recorded in Volume 388-E, Page 43 of said Plat Records of
Tarrant County, Texas;
T1*IENCE 'North 26 degrees 43 minutes 37 seconds West, with a northeast line of said 8' Utility
Easement, a distance of 4.00 feet to a point for an exterior ell corner of said 8' utility
Easement;
TI3ENCE South 63 degrees 16 minutes 23 seconds West, with a northwest line of said 8' Utility
Easmient, a distance of 9.34 feet to a point for comer;
WHENCE North 26 degrees 43 minutes 37 seconds West, a distance of 6.00 feet to a point for
corner;
ExMbit A Page I of 2
D223133533
Page 10 of 11
THENCE North 63 degrees 16 minutes 23 seconds East, a distance of 13.58 feet to a point for
corner in the easterly line of said Lot 3, said point being in the wcsicrly line of said Lot
4, from which a 1/2 inch iron rod found for the northeast corner of said Lot 3 bears
North 03 degrees 44 minutes 37 seconds West, a distance of 148.73 feet, said 1/2 inch
iron rod being (lie northwest corner of said I.ot 4, said 1l°2) inch iron rod also being in
the southerly right-of-way line of Winslow Drive (a called 60' width right-of-way).
THENCE, South 031 degrees 44 minutes 37 seconds East, with the easterly line of said Lot 3 and
with the westerly line of said Lot 4, a distance of 10.86 feet to the POINT OF
BEGINNING and containing 77 square feet or 0.002 acres of land, more or less.
Notes:
(1) A plat of even survey date herewith accompanies this legal descriptiott.
(2) All bearings and coordinates are referenced to the Texas Coordinate System,
NAD-83, The North Central Zonc 4202, all distances and areas shown are
surface.
Date: June 10.2022
A
Curtis Smith
Registered Professional Land Surveyor
No. 5494
Tcxas Firm No. 10106900
Exhibit A Page 2 of 2
C CURTIS SM;TH
C J
D223133533
Page 11 of 11
EXHIBIT "B "
-' PARCEL No. 8 PP PART 2
WINSLOW DRIVE
(60, WIUTM RIGHT -Or -WAY) u
r FMt/2•+P.O.B.
1�
BLOCK 14 < %,=�'�
fl ESTCLIFE ,
VOLUME 388-D, PACE 57
P.R.T.C.T.
LOT 3 �'-.._....._,.... o,
VON E_ PRAHL AND y DETAIL „A„
LOT L LEZLEY N. PRAHL, �j NOT TO SCALE \ S
HUSBAND AND WIFE LOT 4 P
C.C.E. No. D21628DO87 � �
O.P.R.T.C.T.
0-
P.O.B. NrrRP.0eSEWER EASE
9�
77 SO. Fr. OR IR04 P=
0.002 ACRES �
LOT 5 �
BLOCK r4
- � � � �r ,,• A lIBSTCLlFf'
1 "• ��. VOLUME 388-C, PACE 92
P.R.T.C.T. \
LOI 26 ``�� . �- SEE
/ RAD 0RON PIPE `. `. ETAIL 'A"
BL0CK 14 LOT 25 �� `� avnuN C*304 T
WESTCLIPF MXUNIE 388-0. PACE 57 LOT 6
VOLUME 388-E, PACE 43 `� .(` P-+T c'r'
P.R. T. C. T. f o
t o LEGAL oESCRMON OF EVEN DATE ACOONPNrES T► 3 RAT. 50 25 0 50
2. ALL 8CARINCS NO COORMATES ARE REFERENCED 10 1NE TEXAS COORDKqE
SYMEN. HAD-e3. THE FORTH CE.4TM ZONE 4202. ALL aSIANCES AM AREAS
SHIN Mrt SMFAM SCALE IN FEET
o VWa City of Fort Worth
200 TtW STRW • rOA' WOFMI. TCYAS 76102
WATER & SANITARY SEWER REPLACEMENT,
CONTRACT 2020 WSM-K
PARCEL N0. B PE PART 2 jCtTY PRjYy'.?J i
OD. N0. 103421 ........... ------- .
PERMANENT SANfTARY SEWER EASEMENT , i r ,; 1 ,!
OWTJER: VON E_ PRAHL AND LEZLEY N. PRAHL HUSSMD AND WIFE
SURVEY- LOT 3. BLOCK 14. WESTCLIFF
LOCATION: CITY OF FORT WORTH. TARRANT COUNTY. TEXAS `%�j r, �•'• ;` ~
ACQUISITION AREA: 77 SQUARE FEET OR 0.002 ACRES
WHOLE PROPERTY ACREAGE: 0.360 ACRES (CALCULATED)
JOB No. JA0,2103.0O DROWN st JFH CAD ALP-08PE PT2.WG CUR S SMRH
ff AECISTERIiD Pi�fifESSf()t4�d. LARD SURVE�t�dI
MY- JUNi 0. 2022 MHt3R B PACE 1 OF t SCAM 1' � ND. flRttil tiu.
QORRONDOXA & ASSOMM, • 2a00 N.C. LOOP 020. BURG SW PORT WQ TX. 74T37 A.�-448-1424 VC H11 ^i98-1768
U113UJVUIJ U3/1U1ZU1s U1:43 FM Page: 1 of I fee: 143.11.)11.) SUbmitter: Alamo I Itle Gompany - UI-W
Electronically Recorded by Tarrant County Clerk in Official Public Records
MARY LOUISE NICHOLSON
COUNTY CLERK
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU AREA NATURAL PERSON, YOU MAY REMOVE
OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT
BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY
NUMBER OR YOUR DRIVER'S LICENSE NUMBER.
CPN 103421 W/SS Replacement Contract 2020 WSM-K
Parcel No. 9 PSFE 1 t' A
3648 Manderly PI a •dt `" j
WESTCLIFF ADDITION Block 14 Lot 23 CW
STATE OF TEXAS §
§ KNOW ALL MEN BY THESE P
COUNTY OF TARRANT §
CITY OF FORT WORTH
DATE:
GRANTOR: Marilvn Wooldridqe
SEWER FACILITY EASEM N
O�
GRANTOR'S MAILING ADDRESS (in rl
3648 Manderly PI
Fort Worth, TaToo o
GRANTEE: CITY OF
GRANTEE'S MAIL
200
CON
recei
County):
, TARRANT COUNTY, TX 76102
bn Dollars ($10.00) and other good and valuable consideration, the
of which is hereby acknowledged.
PERTY: BEING a tract of land more particularly described in the
A and Exhibit B.
Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee,
its successors and assigns, an exclusive, perpetual easement for the construction, operation,
maintenance, replacement, upgrade, inspection and repair of a Permanent Sewer Line Facility,
hereafter referred to as "Facility." The Facility includes all incidental underground and
aboveground attachments, equipment and appurtenances, including, but not limited to
manholes, manhole vents, lateral line connections, pipelines, and junction boxes in, upon,
SEWER FACILITY EASEMENT FORTWQRT
H.
Rev. 20220420
D223039673
Page 2 of 7
under and across a portion of the Easement Property, more fully described in Exhibit A and
Exhibit B, attached hereto and incorporated herein for all pertinent purposes, together with
the right and privilege at any and all times to enter Easement Property, or any part thereof, for
the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and
repairing said Facility.
In no event shall Grantor (1) use the Easement Property in any manner which interferes in any
material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be
erected within the Easement Property a permanent structure or building, including, not
limited to, monument sign, pole sign, billboard, retaining walls, brick or masonry fence or lls
or other structures that require a building permit. However, Grantor shall be permitt di t I
and maintain a concrete, asphalt or gravel driveway, road or parking lot across e s n
Property but only to the extent that such surface improvements do not materl int e
the rights granted hereunder. Grantee shall be obligated to restore th s a of t e
Easement Property at Grantee's sole cost and expense, including re f of any
sidewalks, driveways, or similar surface improvements located u or a n to the
Easement Tract which may have been removed, relocated, al e , a a des royed as
a result of the Grantee's use of the easement granted her er. however, that
Grantee shall not be obligated to restore or replace irrigati stem other improvements
installed in violation of the provisions and intended use of th e
Under Chapter 21, Subchapter E of the Texas Pro pe)de, as amended, the Grantor or the
Grantor's heirs, successors, or assigns may be en' e e the 101h anniversary of the date
of this acquisition to repurchase or request cert ti n about the use and any actual
progress made toward the use for which p n est was acquired through eminent
domain, and the repurchase price will be th ntee pays Grantor in this acquisition.
The person signing this document on Grantor warrants that he or she has the
legal authority to execute this per' n n as ent for the purposes and consideration therein
expressed, and in the capac' eI t d that such binding authority has been granted
by proper order, resolutio 1 o er authorization of the Grantor. Grantee is fully
entitled to rely on this wa n e entation in accepting this permanent easement.
TO HAVE AND TO t o e-described permanent easement, together with, all and
singular, the rights qua nances thereto in anyway belonging unto Grantee, its
successors and as ig s, f r ver; and Grantor does hereby bind itself, its heirs, successors
and assigns, t t orever defend, all and singular, the said easement unto Grantee,
Sit
succ sso gns, against every person whomsoever lawfully claiming or to claim the
same r a th f.
docu e m y be executed in multiple counterparts, each of which will be deemed an
o in bu ich together will constitute one instrument. When the context requires,
sing r s and pronouns include the plural.
[SIGNATURES APPEAR ON THE FOLLOWING PAGE]
SEWER FACILITY EASEMENT
Rev. 20220420
FORT WO
D223039673
Page 3 of 7
GRANTOR: Marilyn Wooldridge,
By: �c
(Name) /:j��
(Title) A'A
ACKNOWLEDGEMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Not ublic in and for the State of
Texas, on this day personally appeared Marlyn Wool wn to me to be the
same person whose name is subscribed t the ing instrument, and
acknowledged to me that the same was the act f Varilvn Wooldridge and that they
executed the same as the act of said indiv=at purposes and consideration
therein expressed and in the capacityflVre
GIVEN UNDER MY HAND
[SEAL]
MONICA LORRAINE A4
Notary ID 01320
My Commission x n
May 15. 2 3
GF rti
E this the date of _
rotary Public, State of Texas
Name (printed):
Notary's commission expires:
SEWER FACILITY EASEMENT
Rev. 20220420
FORTWOM.
0223039673
Page 4 of 7
ACCEPTED BY:
GRANTEE: City of Fort Worth
ay (Signature}: st&"� *RZ15, 262 nm CST'
(Print Name) Steve Cooke
(Title) property Management Director
APPROVED AS TO FORM AND LEGALITY
..t ✓� 0
By (Signature):
(Print Name) Matt Murray
(Title) Assistant City Attorn y
ACKNOWLEDG T
STATE OF TEXAS §
COUNTY OF TARRANT § O�
BEFORE ME, the undersigned
on this day personally appeared
municipal dorporatior
foregoing instrument,
Worth and that they I
and consideration the
GIVEN UND A
7
6AN
cmity
ID 019S-0
Exp. AUG. 08, 2026
SEWER FACILITY EASEMENT
Rev. 20220420
9that
Publicic in and the State of Texas,
the City of Fort Worth, a Texas home rule
me person whose name is subscribed to the
the same was the act of the City of Fort
Is the act of the City of Fort Worth for the purposes
in the capacity therein stated.
SEAL OF OFFICE this date of Z~
Notary Public, State of Texas
Name (printed):
Notary's commission expires:
RT Wo .
D223039673
Page 5 of 7
WATER & SANITARY SEWER REPLACEMENT, CONTRACT 2020 WSM-K
CITY PROJECT NO. 103421
PARCEL NO.9 PE
3648 MANDERLY PLACE
LOT 23, BLOCK 14, WESTCLIFF
hAiu rsl r "A„
Being a permanent sanitary sewer facility easement out of Lot 23, Block 14 of W
addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 3887:
of the Plat Records of Tarrant County, Texas, said Lot 23 being described in dee
Wooldridge as recorded in County Clerk's File No. D216136445 of the Official P
Tarrant County, Texas, said permanent sanitary sewer facility easement being o e I
described by metes and bounds as follows: �--�
COMMENCING at a 3/4 inch iron rod found for the west c
iron rod being the south corner of Lot 24, of said Block 14, sa
northeast right-of-way line of Manderiy Place (a called 50' wi
inch iron rod found for the west corner of said Lot 24 bea:
seconds West, a distance of 90.30 feet, said 3/4 inch ijM rod
said Block 14, said 3/4 inch iron rod also being in the
Place; THENCE, North 45 degrees 34 minutes 58
Lot 23 and with the southeast line of said Lot 24
intersection of the northwest line of saidj�)t 2
Ne
southwest line of an 8' Utility Easement a r r!
an
s "d of I saW/4 inch
h ' bujifso being in the
fight- - ay), from which a 3/4
grees 02 minutes 28
e uth corner of Lot 25 of
it -of -way line of said Manderly
with the northwest line of said
194.43 feet to a point for the
ast line of said Lot 24 with a
oiume 388-E, Page 43 of said Plat
Records of Tarrant County, Texas, from iron pipe found for an angle point in the
northeast line of Lot 25 of said ock 4 45 degrees 34 minutes 58 seconds East, a
distance of 4.00 feet and North s 3 utes 54 seconds West, a distance of 156.80 feet,
said 1 inch iron pipe being th o t 5, Block 14 of Westcliff, an addition to the City
of Fort Worth, Tarrant Ca T orded in Volume 388-C, Page 92 of said Plat Records
of Tarrant County, Texas, h . on ipe also being the most southerly corner of Lot 3, Block
14 of Westcliff, an addi to a of Fort Worth, Tarrant County, Texas as recorded in
Volume 3$8-D, Pag a lat Records of Tarrant County, Texas; THENCE, South 44
degrees 23 minutes 4 sec East, with a southwest line of said 8' Utility Easement, a distance
of 44.72 feet to BEGINNING of the herein described permanent sanitary sewer
facility ease
degrees 23 minutes 54 seconds East, with a southwest line of said 8' Utility
, a distance of 15.00 feet to a point for comer;
�th 45 degrees 36 minutes 06 seconds West, a distance of 6.93 feet to a point for
corner;
THENCE North 44 degrees 23 minutes 54 seconds West, a distance of 15.00 feet to a point for
comer;
Exhibit A Page 1 of 2
D223039673
Page 6 of 7
THENCE North 45 degrees 36 minutes 06 seconds East, a distance of 6.93 feet to the POINT OF
BEGINNING and containing 104 square feet or 0.002 acres of land, more or less.
Notes:
(1) A plat of even survey date herewith accompanies this legal description.
(2) All bearings and coordinates are referenced to the Texas C
NAD-83, The North Central Zone 4202, all distances and
surface.
e: une 0, 2022
Curtis Smith
Registered Professional Land Surveyor r° «' "ON
No, 5494
Texas Firm No. 10106900 CUR?IS SMITH
'`°� r' ` � 5.;0.; �:•' tom.
SUR
Exhibit A Page 2 of 2 �'�
D223039673
Page 7 of 7
L— N
I — S 47
I —4 §§S54w �\
I — 5 N 44�54,
EXHIBIT "B
PARCEL No. 9 PE
I L-6 N 45 38 06 6. -Y
FND 11RON PIPE LOT 5
LOT 3, BLOCK 14
WESTCLIFF
VOLUME 388—D, PAGE 57 't ♦ \
P.R.T.C.T. �� ♦ `` /
LOT 25 s��♦ `� LOT 6
BLOCK 14
WESTCLIFF
BLOCK 14 ``��`, VOLUME 388-C, P.
WESTCLIFF P.R.T.GT_
VOLUME 388-E, PACE 43 `
P.R. T. C. T.
LOT 24
VFND 3 4"IRON ROD IP.0.
r,.R.1 ROD19
� ay
\°,�°• CtR O.P 6 6445
. .
o% y0 p
ACOVISITION
LOCATION
SUBJECT TRACT &
LOCATION OF ACQUISITION
..�
P.O.B.
!.. ::� ♦♦
A \
LOT 7
't PERMANENT SANITARY
\,[� SEWER EASEMENT AREA
104 SO. FT. OR /
0.002 ACRES
♦ 8'VTIUTY EASEMENT /
VOLUME 388--E, PAGE 43
y ` P.R.T.C.T.
\
LOT 22 `♦
N
NOTES: A LEGAL DESCRIPTION OF EVENP)N�420
M 1 T Pua. 50 25 0 50
2. ALL BEARINGS AND COORDINAO THE TEXAS COORDINATE
SYSTEM, NAD-83, THE NORTH , ALL DISTANCES AND AREAS
SHOWN ARE SURFACE SCALE IN FEET
City of Fort Worth
".V'4
200 TEXAS STREET • FORT WORTH, TEXAS 76102
SANITARY SEWER REPLACEMENT,
CONTRACT 2020 WSM--K
PARCEL NO. 9 PE I CITY PROJ.
PERMANENT SANITARY SEWER EASEMENT
OWNER: MARILYN WOOLDRIDGE
SURVEY: LOT 23, BLOCK 14. WESTCLIFF
LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
ACQUISITION AREA: 104 SQUARE FEET OR 0.002 ACRES
WHOLE PROPERTY ACREAGE: 0.410 ACRES (CALCULATED)
J09 No. JIMD2103.00 'AWN 8Y: JPH I CAD FILE: 09PE.DWG
DATE JUNE iD, 2022 EXHIBIT B PAGE 1 OF 1 sJ SCJUE 1" - 50'
NO. 103421
GORRONDONA do ASSOCIATES, C. " 2800 N.E. LOOP 820, SUITE 60 FORT WORTH, TX. 76137
CURTIs SMITH
REGISTERED PROFESSIONAL LAND SURVEYOR
NO. 5494 TEXAS FIRM No. 10106900
80-496-1424 FAX 817-496-17W
WATER & SANITARY SEWER REPLACEMENT, CONTRACT 2020 WSM-K
CITY PROJECT NO. 103421
PARCEL NO. 10 PE
3640 MANDERLY PLACE
LOT 22, BLOCK 14, WESTCLIFF
EXHIBIT "A"
Being a permanent sanitary sewer facility easement out of Lot 22, Block 14 of Westcliff, an
addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-E, Page 43
.of the Plat Records of Tarrant County, Texas, said Lot 22 being described in deed to Kenneth C.
Kenyon and wife, Patricia K. Kenyon as recorded in Volume 5799, Page 840 of the Deed Records
of Tarrant County, Texas, said permanent sanitary sewer facility easement being more particularly
described by metes and bounds as follows:
COMMENCING at a 3/4 inch iron rod found for the west corner of Lot 23 of said Block 14, said
3/4 inch iron rod being the south corner of Lot 24 of said Block 14, said 3/4 inch iron rod also
being in the northeast right-of-way line of Manderly Place (a called 50' width right-of-way), from
which a 3/4 inch iron rod found for the west corner of said Lot 24 bears North 44 degrees 02
minutes 28 seconds West, a distance of 90.30 feet, said 3/4 inch iron rod being the south corner of
Lot 25 of said Block 14, said 3/4 inch iron rod also being in the northeast right-of-way line of said
Manderly Place; THENCE, North 45 degrees 34 minutes 58 seconds East, with the northwest line
of said Lot 23 and with the southeast line of said Lot 24, a distance of 198.43 feet to a point for
the north corner of said Lot 23, said point being the east corner of said Lot 24, said point also being
in the southwest line of Lot 6, Block 14 of Westcliff, an addition to the City of Fort Worth, Tarrant
County, Texas as recorded in Volume 388-C, Page 92 of said Plat Records of Tarrant County,
Texas, from which a 1 inch iron pipe found for an angle point in the northeast line of Lot 25, Block
14 of said Westcliff as recorded in Volume 388-E, Page 43 bears North 44 degrees 23 minutes 54
seconds West, a distance of 156.80 feet, said 1 inch iron pipe being the west corner of Lot 5, Block
14 of said Westcliff as recorded in Volume 388-C, Page 92, said 1 inch iron pipe also being the
most southerly corner of Lot 3, Block 14 of Westcliff, an addition to the City of Fort Worth, Tarrant
County, Texas as recorded in Volume 388-D, Page 57 of said Plat Records of Tarrant County,
Texas; THENCE, South 44 degrees 23 minutes 54 seconds East, with the northeast line of said
Lot 23 and with the southwest line of said Lot 6, passing at a distance of 46.90 feet, a point for the
south corner of said Lot 6 and the west corner of Lot 7, Block 14 of said Westcliff as recorded in
Volume 388-C, Page 92, passing at a distance of 90.00 feet, a point for the north corner of said
Lot 22, being the east corner of said Lot 23 and also being in the southwest line of said Lot 7,
passing at a distance of 132.40 feet, a point for the south corner of said Lot 7 and the west corner
of Lot 8, Block 14 of said Westcliff as recorded in Volume 388-C, Page 92, in all, a distance of
186.10 feet to a point for the east corner of said Lot 22, said point being the north corner of Lot
21, Block 14 of said Westcliff as recorded in Volume 388-E, Page 43, said point also being in the
southwest line of said Lot 8; THENCE, South 47 degrees 29 minutes 48 seconds West, with the
southeast line of said Lot 22 and with the northwest line of said Lot 21, a distance of 4.00 feet to
the POINT OF BEGINNING of the herein described permanent sanitary sewer facility easement,
said point being the intersection of the southeast line of said Lot 22 and the northwest line of said
Lot 21 with a southwest line of an 8' Utility Easement as recorded in Volume 388-E, Page 43 of
said Plat Records of Tarrant County, Texas;
Exhibit A Page 1 of 2
THENCE South 47 degrees 29 minutes 48 seconds West, with the southeast line of said Lot 22
and with the northwest line of said Lot 21, a distance of 6.08 feet to a point for corner;
THENCE North 44 degrees 23 minutes 54 seconds West, a distance of 9.92 feet to a point for
corner;
THENCE North 45 degrees 36 minutes 06 seconds East, a distance of 6.07 feet to a point for
corner in the southwest line of said 8' Utility Easement;
THENCE South 44 degrees 23 minutes 54 seconds East, with the southwest line of said 8' Utility
Easement, a distance of 10.12 feet to the POINT OF BEGINNING and containing 61
square feet or 0.001 acres of land, more or less.
Notes:
(1) A plat of even survey date herewith accompanies this legal description.
(2) All bearings and coordinates are referenced to the Texas Coordinate System,
NAD-83, The North Central Zone 4202, all distances and areas shown are
surface.
Date: September 22, 2022
OF r
iRe�f��
Curtis Smith CURTIS SMITH
Registered Professional Land Surveyor ( 5494 ,T
No. 5494
Texas Firm No. 10106900 SURv
Exhibit A Page 2 of 2
EXHIBIT "B "
PARCEL No. 10 PE
BLOCK 14
LOT 4 / WESTCLIFF
/ VOLUME 388-C, PACE 92
P.R. T. C. T.
\ LOT 3 LOT 5 LOT 6
BLOCK 14
WEST
VOLUME 388CD,FPAGE 57 i r 8'UTILITY EASEMENT
VOLUME 388—E, PAGE 43 S 44'23'54"E�
P.R.T.C.T. / ----P.R.T.C.T. 186.10'
FND 1'IRON PIPE
L----—--------—---------- --
IN, — — I -
-— — — — — — — — — — —I---------- — — — — — — — — — —
N 441'23'54"W 156.80'
LOT 2 BLOCK 14 co
WESTCLIFF °'
VOLUME 388—E, PACE 43 I N
P. R. T. C. T.
LOT 4
\ \ �./ I LOT 25 P.o2C• Z o
r LOT 26 FND 3/4"
r
r IRON ROD
r FND 3/4"IRON ROD N 44'02'28"W 90.30'
r
MANDERLY PLACE
(50' WIDTH RIGHT-OF-WAY)
NOTES:
1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 50 25 0 50
2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE ■ I
SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS
SHOWN ARE SURFACE. SCALE IN FEET
oar wo�r City of Fort Worth
200 TEXAS STREET • FORT WORTH, TEXAS 76102
WATER & SANITARY SEWER REPLACEMENT,
CONTRACT 2020 WSM—K Al
P \SSTT4%
PARCEL NO. 10 PE I CITY PROJ. NO. 103421
PERMANENT SANITARY SEWER EASEMENT tCURTIS SMITH
OWNER: KENNETH C. KENYON AND WIFE, PATRICIA K. KENYON
SURVEY: LOT 22, BLOCK 14, WESTCLIFF
LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
ACQUISITION AREA: 61 SQUARE FEET OR 0.001 ACRES
WHOLE PROPERTY ACREAGE: 0.426 ACRES (CALCULATED)
JOB No. JIMD2103.00 DRAWN BY: RCS CAD FILE: 10PE.DWG
DATE: SEPTjMBER 22, 2022 EXHIBIT B PAGE 1 OF 2 SCALE: 1' 50'
GO hO DONA do ASSOCIATES, NC. • 2800 N.E. LOOP 820, SUITE 6 0 FORT WORTH. TX. 76137
u
II
CURTIS SMITH
REGISTERED PROFESSIONAL LAND SURVEYOR
NO. 5494 TEXAS FIRM No. 10106900
0-496-1424 FAX 817-496-1768
EXHIBIT "B "
PARCEL No. 10 PE
1 N1 Ll F 13 1
T I _......
S 17'2948 1STM
4.00 '186.10'►— ---
I L-2 S 4T29'48 6.08,
L-3 N 44'23'54 9.92'
L-4 N 45'36'O6J 6.07• L-5 J _ _ _ _ _
I L-5 S 44'23'54"E 10.12' I
BLOCK 14 J .. P.O.B.[
WESTCLIFF L_3 J
VOLUME 388-C, PACE 92
8'UTILITY EASEMENT P.R.T.C.T.
—VOLUME 388—E, PAGE 43 LOT 9
P.R.T.C.T.
LOT 6 I LOT 7 LOT 8
W SEE DNOT
TAOLSCALE
z DETAIL "A" I LOT 10
J
2--------- S 44'23'— 1---
------ -
---- i-- ----I'L
-- ------------ - - - - - - - -
PASSING AT =` P. O.B. 1
PASSING AT 132.40'
Q PASSING AT 90.00,
46.90' PERMAI SANITARY SEWER NEASEMENT NTAREA
61 SQ. FT. OR
0.001 ACRES
LOT 22 LOT 21 LOT 20
LOT 23 BLOCK 14
KENNETH C. KENYON WESTCLIFF
AND WIFE,
PATRICIA K. KENYON VOLUME 388-E, PAGE 43
VOLUME 5799 PAGE 840 D.R.T.C.T. P.R.T. C.T.
MANDERLY PLACE
(50' WIDTH RIGHT-OF-WAY)
NOTES:
1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 50 25 O 50
2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE
SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS
SHOWN ARE SURFACE. SCALE IN FEET
FoirrWORTH City of Fort Worth
200 TEXAS STREET • FORT WORTH, TEXAS 76102
WATER & SANI TAR Y SEWER REPLACEMENT,
CONTRACT 2020 WSM-K
PARCEL NO. 10 PE I CITY PROJ. NO. 103421
PERMANENT SANITARY SEWER EASEMENT
OWNER: KENNETH C. KENYON AND WIFE, PATRICIA K. KENYON
SURVEY: LOT 22, BLOCK 14, WESTCUFF
LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
ACQUISITION AREA: 61 SQUARE FEET OR 0.001 ACRES
WHOLE PROPERTY ACREAGE: 0.426 ACRES (CALCULATED)
JOB No. JIMD2103.00 DRAWN BY: RCS CAD FILE: 10PE.DWG
DATE: SEPTEMB R 22, 2022 EXHIBIT 8 PAGE 2 OF 2 SCALE: 1" = 50'
GORRONDONA & ASSOCIATES, NC. • 2800 N.E. LOOP 820, SUITE 6 0 FORT WORTH, TX. 76137
CURTIS SMITH
REGISTERED PROFESSIONAL LAND SURVEYOR
NO. 5494 TEXAS FIRM No. 10106900
0-496-1424 FAX 817-496-1768
U223UU9943 U412612U23 09:38 AM Page: 1 of 9 Fee: $51M Submitter. Alamo Title Company - UFVe
l fectromcally Recorded by Terrant County Clerk in Otboal Public. Records
U-CI N t r C i a kx
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU AREA NATURAL PERSON, YOU MAY REMOVE
OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT
BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY
NUMBER OR YOUR DRIVER'S LICENSE NUMBER.
CPN 103421 W/SS Replacement Contract 2020 WSM-K
Parcel No. 11 PSFE
3620 Manderty PI
N ESTCLIFF ADDITION Black 14 TR 18-24.7'TRI OUT NWC 7 BLK 14
STATE OF TEXAS
§ KNOW ALL MEN BY THESE PRESENTS
COUNTY OF TARRANT
CITY OF FORT WORTH
SEWER FACILITY EASEMENT
DATE: 3 ` G ^� a 3
GRANTOR: H. Dale Malone and Nancv Malone
Husband and Wife
GRANTOR'S MAILING ADDRESS (including County):
3620 Manderly PI
Fort Worth, Tarrant County, TX 76109
GRANTEE: CITY OF FORT WORTH
GRANTEE'S (NAILING ADDRESS (including County):
200 TEXAS STREET
FORT WORTH, TARRANT COUNTY, TX 76102
CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the
receipt and sufficiency of which is hereby acknowledged.
EASEMENT PROPERTY: BEING a tract of land more particularly described In the
attached Exhibit A and Exhibit B.
Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee,
its successors and assigns, an exclusive, perpetual easement for the construction, operation,
maintenance, replacement, upgrade, inspection and repair of a Permanent Sewer Line Facility,
hereafter referred to as 4Facifity.' The Facility includes all incidental underground and
aboveground attachments, equipment and appurtenances, including, but not limited to
manholes, manhole vents, lateral line connections, pipelines, and junction boxes in, upon.
SEIV RFACUTYEASFvE►iT FORT_ i1r0RTr{,
Rev. X22iA20 `��
D223069943
Page 2 of 9
under and across a portion of the Easement Property, more fully described in Exhibit A and
Exhibit B, attached hereto and Incorporated herein for all pertinent purposes, together with
the right and privilege at any and all times to enter Easement Property, or any part thereof, for
the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and
repairing said facility.
In no event shall Grantor (1) use the Easement Property in any manner which interferes in any
material way or is inconsistent with the rights granted hereunder, or (11) erect or permit to be
erected within the Easement Property a permanent structure or building, including, but not
limited to, monument sign, pole sign, billboard, retaining walls, brick or masonry fences or walls
or other structures that require a building permit. However, Grantor shall be permitted to install
and maintain a concrete. asphalt or gravel driveway, road or parking lot across the Easement
Property but only to the extent that such surface improvements do not materially interfere with
the rights granted hereunder. Grantee shall be obligated to restore the surface of the
Easement Property at Grantee's sole cost and expense, including the restoration of any
sidewalks, driveways, or similar surface improvements located upon or adjacent to the
Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as
a result of the Grantee's use of the easement granted hereunder. Provided, however, that
Grantee shall not be obligated to restore or replace irrigation systems or other improvements
installed in violation of the provisions and intended use of this Easement.
Under Chapter 21. Subchapter E of the Texas Property Code, as amended, the Grantor or the
Grantor's heirs, successors, or assigns may be entitled before the 1001 anniversary of the date
of this acquisition to repurchase or request certain information about the use and any actual
progress made toward the use for which this property interest was acquired through eminent
domain, and the repurchase price will be the price the Grantee pays Grantor in this acquisition.
The person signing this document on behalf of the Grantor warrants that he or she has the
legal authority to execute this permanent easement for the purposes and consideration therein
expressed, and in the capacity therein stated, and that such binding authority has been granted
by proper order, resolution, ordinance or other authorization of the Grantor. Grantee is fully
entitled to rely on this warranty and representation in accepting this permanent easement.
TO HAVE AND TO HOLD the above-desuibed permanent easement, together with, all and
singular, the rights and appurtenances thereto in anyway belonging unto Grantee, its
suocessors and assigns, forever; and Grantor does hereby bind itself, its heirs, successors
and assigns, to warrant and forever defend, all and singular, the said easement unto Grantee,
its successors and assigns, against every person whomsoever lawfully claiming or to claim the
same or any part thereof.
This document may be executed in multiple counterparts, each of which will be deemed an
original, but which together will constitute one instrument. When the context requires,
singular nouns and pronouns include the plural.
[SIGNATURES APPEAR ON THE FOLLOWING PAGE]
SEWER FACILrry EASEMENT
Rev 1,W-44420
fo 1 Kb�n.
D223069943
Page 3 of 9
GRANTOR: H. Dale Malone and Nancy Malone,
Husband and Wife
(Name) Jq. P^ ►- z /%,�q Lc An%
(Title)
By:
(Name) !V0n 0--1.� a/i?h
(Title)
ACKNOWLEDGEMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Texas, on this day personally appeared H. Dale Malone, known to me to be the same
person whose name is subscribed to the foregoing instrument, and acknowledged to
me that the same was the act of H. Dale Malone and that they executed the same as
the act of said individual for the purposes and consideration therein expressed and in
the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of
7- 6- 2,7
)ISE*MTSTEN LOPES
Naly Pditc galaof TexasNoUrD#13� 38989"
C 1 Exp. AUG. 05. 2=
j
SEVER FACIt" EASEMENT
Rev. 20220420
&au/blic-, State of Texas
Name (printed):
Notary's commission expires:
D223089943
Page 4 of 9
STATE OF TEXAS
COUNTY OF TARRANT
ACKNOWLEDGEMENT
g
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Texas, on this day personally appeared Nancv Malone, known to me to be the same
person whose name is subscribed to the foregoing instrument, and acknowledged to
me that the same was the act of Nancv Malone and that they executed the same as
the act of said individual for the purposes and consideration therein expressed and in
the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of
I-6-23
..�4 KUiEN LOPES f
NotwyT ofTW=
Notery to #133MG5-0
t tbnu hOw Eq. AM K 2=
NUrvy WPublic, State of Texas
Name (printed):
Notary's commission expires:
R*.f,SEWER FN20 EASEw1_Nf fM'
Rw. 2fG+?{20 _ �
D223069943
Page 5 of 9
ACCEPTED BY:
GRANTEE: City of Fort Worth
By (Signature): ,�..,�'ri`
(Print Name) Steve Cooke
(-ram) Property Management Director
APPROVED AS TO FORM AND LECALrrY
By (Signature):
(Print Name) Matt Murray
(True) Assistant City Attorney
ACKNOWLEDGEMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a PJQtary Public in and for the State of Texas,
on this day perso Iy appeared J !r �ovkt, ,
'rr t*r of the City of Fort Word, ra Texas home rile
municipal corp�dYation, kndWn to me to be the some person whose name is subscribed to the
foregoing instrument, and acknowledged to me that the same was the act of the City of Fort
Worth and that they executed the same as the act of the City of Fort Worth for the purposes
and consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of `f - t I - Z?
Ism,
. ti AUSTEN LOPETseons
• No" pubgo.StftT&WIt Cowly
Notary ID #1338949"
SEW&R F14MTY 'MEMERT
F.W. 207.,%K=
Notary Public, State of Texas /
Name (printed):
Notary's commission expires:
D223069943
Page 6 of 9
WATER & SANITARY SEWER REPLACEMENT, CONTRACT 2020 WSM-K
CITY PROJECT NO. 103421
PARCEL NO. 11 PE
3620 MANDERLY PLACE
LOT 18, BLOCK 14, WESTCLIFF
EXHIBIT " A t'
Being a permanent sanitary sewer facility easement out of Lot 18, Block 14 of Westcliff, an
addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-E, Page 43
of the Plat Records of Tarrant County, Texas, said Lot 18 being described in deed to Dale Malone
and wife, Nancy Malone as recorded in Volume 5612, Page 308 of the Deed Records of Tarrant
County, Texas, said permanent sanitary sewer facility casement being more particularly described
by metes and bounds as follows:
CONSEF,NMG at a 112 inch iron rod found for tho northwest corner of Lot 16 of said Black 14
said lt2 inch iron rod being an angle point in the east line of Lot 17 of said Block 14. said 112 inch
iron rod also being the southwest corner of Lot 15 of said Block 14, from which a 112 inch iron
rod found for the northeast corner of said Lot 16 bears South 72 degrees 29 minutes 19 seconds
East, a distance of 130.08 feet, said 1/2 inch iron rod being the southeast corner of said Lot 15,
said 1/2 inch iron rod also being in the westerly right-of-way line of Trail lake Drive (a called 80'
width right-of-way) and from which a 5/8 inch iron rod found for the southwest corner of said Lot
16 bears South 21 degrees 57 minutes 14 seconds West, a distance of 118.41 feet, said 5/8 inch
iron rod being the southeast corner of said Lot 17, said 5/8 inch iron rod also being in the northerly
right-of-way line of Manderly Place (a called 50' width right-of-way); THENCE North 10 degrees
59 minutes 57 seconds West, with the west line of said Lot 15 and with the east line of said Lot
17, passing at a distance of 85.09 feet, a point for the northwest corner of said Lot 15, the southwest
corner of Lot 14 of said Bloch: 14 and the most =ter]y corner of a "Save and Except" tract of land
as described in County Clerk's Filc No. D212312855 of said Official Public Records of Tarrant
County, Texas, in all, a distance of 109.70 feet to a point for the most easterly corner of said Lot
18, said point being the most northerly corner of said Lot 17, said point also being in the westerly
line of said Lot 14, 'THENCE South 36 degrees 07 minutes 06 seconds West, with the southeast
line of said Lot 18 and with the northwest line of said Lot 17, a distance of 5.46 feet to a point for
the intersection of the southeast line of said Lot 18 and the northwest line of said Lot 17 with a
westerly line of an 8' Utility Easement as recorded in Volume 388-E, Page 43 of said Plat Records
of Tarrant County, Texas; THENCE North 10 degrees 59 minutes 57 seconds West, with the
westerly line of said 8' utility Easement, a distance of 30.39 feet to the POW OF BEGINNING
of the herein described permanent sanitary sewer facility easement;
THENCE South 79 degrees 00 minutes 03 seconds West, a distance of 6.16 feet to a point for
corner,
THENCE North 10 degrees 59 minutes 57 seconds West, a distance of 5.25 feet to a point for
corner:
THENCE North 44 degrees 23 minutes 54 seconds West, a distance of 5.25 feet to a point for
corner;
Exhibit A Page 1 of 2
D223069943
Page 7 of 9
THENCE North 45 degrees 36 minutes 06 seconds East, a distance of 6.07 feet to a point for
comer in a southwesterly line of said 8' Utility Easement;
THENCE South 44 degrees 23 minutes 54 seconds East, with a southwesterly line of said 8'
Utility Easement, a distance of 1.23 feet to a point for an interior corner of said 8'
Utility Easement;
THENCE South 10 degrees 59 minutes 57 seconds East, with a westerly line of said 8' Utility
Easement, a distance of 6.94 feet to the POINT OF SEGBQNMG and containing 75
square feet or 0.002 acres of land, more or less.
(1) A plat of even survey date herewith vocompa+nites this legal description.
(2) All bearings and coordinates are referenced to the Texas Coordinate System,
NAD-83, The North Central Zone 4202. all distances and areas shown are
surface.
Date: June 10, 2022
/'�-
Curtis Sonith
Registered Professional Land Surveyor
No. 5494
Texas Fum No. 10106900
Exhibit A Page 2 of 2
D223069943
Page 8 of 9
L'OT 18
CALE AkLONE
AND WIFE, kk4CY MALONE
VOLUME $512 PAGE Jd+B
D.R.T.C.T.
EXHIBIT "B "
PARCEL No. 1 I PE
MATCHLINE
109.70-
1
„• ', LOT • 5
P. 0. C.
RON MCI
E'UTr,JTY EASEwf-vT ` ,�
WLUvE 38*.—E. PAGE 63
P.RT.C.'T
LOT 15
rl%D 1/YiRDx ROC
+f' BLOCK 14
pf
ti WESTCLIFF
VOLUME 388—E, PACE 43
P.R. T. C. T I
`J �� IND 3/6'if*k MOO I
` M —
�.—
��o, SRC
LCT , 9 rN ptq G,
LCCATLON BLOCK 13
FrES?CLIFF
<;r VOLUME 388—E. PACE 43
p..R.T.C.T
SUBJECT TRACT do r1 j 1' LOT 20
-OCAT10N OF ACQUISmON ! ,
45
1. A LW& oEsow=N of EvsN DATE ACCOwPAME5 TMS P-AT. 50 25 0 50
2, AL1 BFARNGS AND COOPOHATE, ARE RMREA+CED TO THE TEXAS ODORD14AIL
JYSTa4. t1AD-83. THE NORTH CENTRAL ZONVE 4202. ALL O STANf:ES AND AREAS
SH7NV ARE SURFACE- SCALE IN FEET
oar V�oRT City o f Fort Worth
230 TEYJIS STRM • rCRT NORTH. TEXAS 76102
WATER & SANI TAP. Y SEWER REPLACEMENT,
CONTRACT 2020 WSM--K
PARCEL NO. 11 PE { C(TY FROJ. NO. 103421
PERMANENT SANYTARY SEWER EASEMENT
OWNER: DALE MALONE k4D VaT, NANCY MALONE
SUR'/EY: LOT 18. BLOCK 14. WESTCLIFF
LOCATION: CfTY OF FORT WORTH, TARRAAT COUNTY. TrXAS
A.COU1SMOiN AREA.: 75 SO 4RE FEET OR 0,002 ACRES
WHG-E PROPERTY ACREAGE: 0.466 ACRES (CALCULATED)
JC8 No. JIUD2103= I DRA*N BY: JFH CAD FILE 11P£.Dat
GATE: JU3 10. 2022 �jjUTT (} P�E.ILQOP2820. sun 0 � ORT•NORM. iX
50,
CARROHg011A 8; A.a�CA.TCS, 1 �jp
OF
r�7• 'v 1$ TEQ �' •6
5ecc Q�
4,
S+ �
CURTIS SMITH
RECSTERED PROFES90NAL LAND S%.RM,3R
N0. 5494 TEXAS F!?i1 ft 101084•,)O
76137 • 8 �-496-1424 FAX 617-496-1768
D223069943
Page 9 of 9
:.- 3s�o a it
__0
4-v2X54
3
EX1IIBI T "B "
PARCEL No. 11 PE
i
LOT i 0
BLOCK f4
TESTCI,TFF
VOLUME 388—C, PAGE 92
` P.P..T.C.T.
LOT 20
r'ulr.m EASEWEW �`
1,0,kWF 388—F. PACE 13—
' P RJ.C.T.
�>r SEE `
,� LG1 tg DETAIL 13'
BLOCK 14 '.
WESTCLIFF `
VOLUME 388-E, PACE 43
P.R.T.C.T. lP.O.B.�
/ LOT 18
/ DALE M40NE v~
AND WIFE. NANCY MALONE
VOLUME 5612 PACE 308
D.R,T.C.T.
rs 'i
l
. } i
n
DETAIL "A"
NOT TO SCALE
�•.—ALCCU3lTi0N
Ui,.AT'9t+
SUBJECT TRACT &
LOCATION OF ACQU SITION
�xx
3 ;}+
..a
DETAIL "D„
NOT TO SCALE
PE.WANENT SANfTARY
SEWER EASEMENT AREA
75 SO. FT. OR I.0 T 1
0.002 ACRES
s
SEE
,�--DETAIL "A'
,1
I OkSSIW,, AT
i v, 85-CS
x
LOT 15
LOT '.' � y ;
MATCHLINE
NOTES:
1. A LEGAL D_MrRIPT,O?i OF EVFN DATF ACCOMPANES THS PLA7.
2, A;L OEARING3 AND 000ft MTES ME RUEFMtCED TO THL TEXAS C.VRDI MTE
SYS'I N. NAD-83. THE NORTH CENTRAL ZONI 4202. ALL GMANCES AM AALAS
S4MN ARE W.Ri'ACE.
1
LOT
14
50 25 0 50
SCALE IN FEET
o Wo r City of Fort Worth
200 YMS STRfFT • FCLRT NORTH. TEXAS 75102
WATER & SANITARY SEWER REPLACEMENT,
CONTRACT 2020 WSM--K
.r-
PARCEL NO. 11 PE I CITY QROJ. NO. 103421
PERMA14ENT SAMTARY xENER EASEMENT
OWI ER: DALE MALONE ANO WIFE RANCY MALONE
SURVEY: LOT '8. BLOCK 14. W&CLIFF
LCCATION: CITY OF FORT WORTH. TARRANi COUNrv, TCCAS s '�`'` " ..•
ACQUISITION ARFh 75 SQUARE FEET OR 0.002 ACRES Url��StJF`
WHOLE PROPERTY ACREAGE: 0.488 ACRES (CALCU.ATED)
" No. JIMo210a03 orwAN BY: .PH CAD me T TPEAwG C RTi StAIT}4
�S j� RE>+6TERED P ai'OFES9s^..kV. UU1C 51
7E JUGORRONOONA & ASSOCIATES. �ia+�rT a�PAK 2LOOP2020. SLATE 8�U riI�tTH. 7X 76137 8 � 495 � 424 PAX 6 7F-4RS-1768
D223123244 07/13/2023 07:21 AM Page: 1 of 9 Fee: $51.00 Submitter: Alamo Title Company - DFW
Electronically Recorded by Tarrant County Clerk in Official Public Records
MAR Y LUUISE NICHOL SC N
COUNTY CLERK
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU AREA NATURAL PERSON, YOU MAY REMOVE
OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT
BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY
NUMBER OR YOUR DRIVER'S LICENSE NUMBER.
CPN 103421 W/SS Replacement Contract 2020 WSM-K
Parcel No. 12 PSFE ,ji (''� iy
3600 Manderly PI '�:� AN
WESTCLIFF ADDITION Block 14 Lot 16 OF -Sa/_&t
STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS
COUNTY OF TARRANT §
CITY OF FORT WORTH
SEWER FACILITY EASEMENT
DATE: 49-1 L 51 'LD 23
GRANTOR: JONATHAN A. HOLMES & BRITTANY L. HOLMES,
HUSBAND AND WIFE
GRANTOR'S MAILING ADDRESS (including County):
3600 Manderly Place
Fort Worth, Tarrant County, TX 76109
GRANTEE: CITY OF FORT WORTH
GRANTEE'S MAILING ADDRESS (including County):
200 TEXAS STREET
FORT WORTH, TARRANT COUNTY, TX 76102
CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the
receipt and sufficiency of which is hereby acknowledged.
EASEMENT PROPERTY: BEING a tract of land more particularly described in the
attached Exhibit A and Exhibit B.
Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee,
its successors and assigns, an exclusive, perpetual easement for the construction, operation,
maintenance, replacement, upgrade, inspection and repair of a Permanent Sewer Line Facility,
hereafter referred to as "Facility." The Facility includes all incidental underground and
aboveground attachments, equipment and appurtenances, including, but not limited to
manholes, manhole vents, lateral line connections, pipelines, and junction boxes in, upon,
SEWER FACILITY EASEMENT
FORTWORTH.
Rev 20220420
D223123244
Page 2 of 9
under and across a portion of the Easement Property, more fully described in Exhibit A and
Exhibit B, attached hereto and incorporated herein for all pertinent purposes, together with
the right and privilege at any and all times to enter Easement Property, or any part thereof, for
the purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and
repairing said Facility.
In no event shall Grantor (1) use the Easement Property in any manner which interferes in any
material way or is inconsistent with the rights granted hereunder, or (11) erect or permit to be
erected within the Easement Property a permanent structure or building, including, but not
limited to, monument sign, pole sign, billboard, retaining walls, brick or masonry fences or walls
or other structures that require a building permit. However, Grantor shall be permitted to install
and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement
Property but only to the extent that such surface improvements do not materially interfere with
the rights granted hereunder.
Grantee shall be obligated to restore the surface of the Easement Property at Grantee's sole
cost and expense, including the restoration or replacement of any St. Augustine grass,
sidewalks, driveways, underground irrigation systems (including double check valves) or
similar improvements located upon or adjacent to the Easement Tract which may have been
removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the
easement granted hereunder. Provided, however, that Grantee shall not be obligated to
restore or replace improvements installed in violation of the provisions and intended use of
this Easement.
Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor or the
Grantor's heirs, successors, or assigns may be entitled before the 101h anniversary of the date
of this acquisition to repurchase or request certain information about the use and any actual
progress made toward the use for which this property interest was acquired through eminent
domain, and the repurchase price will be the price the Grantee pays Grantor in this acquisition.
The person signing this document on behalf of the Grantor warrants that he or she has the
legal authority to execute this permanent easement for the purposes and consideration therein
expressed, and in the capacity therein stated, and that such binding authority has been granted
by proper order, resolution, ordinance or other authorization of the Grantor. Grantee is fully
entitled to rely on this warranty and representation in accepting this permanent easement.
TO HAVE AND TO HOLD the above -described permanent easement, together with, all and
singular, the rights and appurtenances thereto in anyway belonging unto Grantee, its
successors and assigns, forever; and Grantor does hereby bind itself, its heirs, successors
and assigns, to warrant and forever defend, all and singular, the said easement unto Grantee,
its successors and assigns, against every person whomsoever lawfully claiming or to claim the
same or any part thereof.
This document may be executed in multiple counterparts, each of which will be deemed an
original, but which together will constitute one instrument. When the context requires,
singular nouns and pronouns include the plural.
[SIGNATURES APPEAR ON THE FOLLOWING PAGE]
SEWER FACILITY EASEMENT
Rev.20220420
Fo_ *Ir-
02231232"
Page 3 of 9
GRANTOR: Jonathan A. Holmes & Brittany L. Holmes
Husband and Wife,
By: �j
'r
(Name) JoJ fJ A. -I i-„,,t s
(Title) 001er—
(Title)
STATE OF TEXAS
COUNTY OF TARRANT
rlw # I 6fz—
ACKNOWLEDGEMENT
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Texas, on this day personally appeared Jonathan A. Holmes, known to me to be the
same person whose name is subscribed to the foregoing instrument, and
acknowledged to me that the same was the act of Jonathan A. Holmes and that they
executed the same as the act of said individual for the purposes and consideration
therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of G,�.0
[SEAL]
LADONNA SAMPSELL
•®• Notary Public, State of Texas
Notary ID 549197-9
My Omission Exp. 12-19-2M
1 i
Notary Public, State of fiexas
Name (printed):
Notary's commission expires:
SEWER FACIMY EASEMENT
Rev. 20220420
f_
02231232"
Page 4 of 9
ACKNOWLEDGEMENT
STATE OF TEXAS
COUNTY OF TARRANT
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Texas, on this day personally appeared Brittanv L. Holmes, known to me to be the
same person whose name is subscribed to the foregoing instrument, and
acknowledged to me that the same was the act of Brittany L. Holmes and that they
executed the same as the act of said individual for the purposes and consideration
therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of _S day
of 4e. I, ).n-�
LADONNA SAMPSELL
No M Ptbtic, Sim or Teo=
NoltAry 3D 549197-9
` My ccxwms�w Em. 12-19-202S
Notary Public, State of Texas
Name (printed):
Notary's commission expires:
SEVIFR FACUTY EASEMENT
Rnv.20220420
D2231232"
Page 5 09
ACCEPTED BY:
GRANTEE: City of Fort Worth
DA &A-4 &6a
By (Signature): Dina Biv0&fI 3,20 .4SEDP
(Print Name) Dana Burghdoff
(Tft) Assistant City Manager
APPROVED AS TO FORM AND LEGALITY
By (Signature):
(Print Name) Matt Murray
( rrUe) Assistant City Attorney
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas,
on this day personally appeared Dana Burghdoff
Assistant City Manager of the City of Fort worth, a Texas home rule
municipal corporation, known to me to be the same person whose name is subscribed to the
foregoing instrument, and admowtedged to me that the same was dw act of the City of Fort
Worth and that they executed the same as the act of the City cf Fort Worth for the purposes
and consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of Jul 3, 2023
l M
p SELENA ALA
Notary Public
• STATE OF TEXAS
�f a W-tary I.D. I32i72529
My Comm. EAP.1Aar_ 31.2023
..�t...•At,
V ktv ka IM 3. )023 It02 Ctm
Notary Public. State of Texas
Name (printed):
Notary's commission expires:
SEWER EAcajTY EAsEmENT
Rov. 20220420
D223123244
Page 6 of 8
WATER & SANITARY SEWER REPLACEMENT, CONTRACT 2020 WSM-K
CITY PROJECT NO. 103421
PARCEL NO. 12 PE
3600 MANDERLY PLACE
LOT 16, BLOCK 14, WESTCLIFF
EXHIBIT "A"
Being a permanent sanitary sewer facility easement out of Lot 16, Block 14 of Westcliff, an
addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-E, Page 43
of the Plat Records of Tarrant County, Texas, said Lot 16 being described in deed to Jonathan A.
Holmes and Brittany L. Holmes as recorded in County Clerk's File No. D214089604 of the
Official Public Records of Tarrant County, Texas, said permanent sanitary sewer facility easement
being more particularly described by metes and bounds as follows:
CONAIENCING at a 1/2 inch iron rod found for the northwest corner of said Lot 16, said 1/2
inch iron rod being the southwest comer of Lot 15 of said Block 14, said 1/2 inch iron rod also
being an angle point in the east line of Lot 17 of said Block 14, from which a 5/8 inch iron rod
found for the southwest corner of said Lot 16 bears South 21 degrees 57 minutes 14 seconds West,
a distance of 118.41 feet, said 5/8 inch iron rod being the southeast corner of said Lot 17, said 5/8
inch iron rod also being in the northerly right-of-way line of Manderly Place (a called 50' width
right-of-way); THENCE South 72 degrees 29 minutes 19 seconds East, with the northerly line of
said Lot 16 and with the southerly line of said Lot 15, a distance of 130.08 feet to a 1/2 inch iron
rod found for the northeast corner of said Lot 16, said 1/2 inch iron rod being the southeast corner
of said Lot 15, said 1/2 inch iron rod being in the westerly right-of-way line of Trail Lake Drive
(a called 80' right-of-way); THENCE South 17 degrees 26 minutes 48 seconds West, with the
easterly line of said Lot 16 and with the westerly right-of-way line of said Trail Lake Drive, a
distance of 4.00 feet to the POINT OF BEGINNING of the herein described permanent sanitary
sewer facility easement, said point being the intersection of the easterly line of said Lot 16 and the
westerly right-of-way line of said Trail Lake Drive with a southerly line of an 8' Utility Easement
as recorded in Volume 388-E, Page 43 of said Plat Records of Tarrant County, Texas;
THENCE South 17 degrees 26 minutes 48 seconds West, with the easterly line of said Lot 16 and
with the westerly right-of-way line of said Trail Lake Drive, a distance of 5.00 feet to
a point for corner;
THENCE North 72 degrees 29 minutes 19 seconds West, a distance of 126.79 feet to a point for
corner in an easterly line of said 8' Utility Easement;
THENCE North 21 degrees 57 minutes 14 seconds East, with an easterly line of said 8' Utility
Easement, a distance of 5.02 feet to a point for an interior corner of said 8' Utility
Easement;
THENCE South 72 degrees 29 minutes 19 seconds East, with a southerly line of said 8' Utility
Easement, a distance of 126.39 feet to the POINT OF BEGINNING and containing
633 square feet or 0.015 acres of land, more or less.
Exhibit A Page 1 of 2
D2231232"
Page 7 of 9
Notes:
(1) A plat of even survey date herewith accompanies this legal description.
(2) All bearings and coordinates are referenced to the Texas Coordinate System,
NAD-83, The North Central Zone 4202, all distances and areas shown are
surface,
Date: June 10, 2022
Curtis Smith
Registered Professional Land Surveyor
No. 5494
<
Texas Firm No. 10106904
Exhibit A Page 2 of 2
D223123244
Page 8 of 9
EXHIBIT "B "
PARCEL No. 12 PE
1.01 18 BLOCK 14 LOT 14
WESTCLIFF
VOLUME 388—E, PAGE 43
/ P. R. T. C. T.
P. 0. C. 't LOT 15
/ FHD 1/2" s
/ i►ia+ 1+oD 4' S 7r29.190E 126.39•
/ L-3 S 7729' 19l 130,08'
8'LMLRY EASrUErrt
VOLUME 388-E. PACE 43 r r ov ?•. , 1 �� _
P.RT.CJ19
_1r f 7r
%
LOT 17 «� r 1?B ,.•. ; rr
PERMANENT SANRARY
SEWER EASEMENT AREA
ti , 633 SO. FT. OR
\ y f 0.015 ACRES
r
� r
r r
r LOT 16 /
r r F►.0 5/8'
r r An MIA A HOLMES AN0
1
FND 1/21" ROD
P.O.B.1
MON RC0 BRITTANY L. HOLMES / - LlN
C.C.F. No. D214089604 L-2
O.P.R,T.C.T. L-3
�-p
Asa�ar �L Y P
kJCHT OF � IA C�
Wqy)
1
14,
R 05
S
S
17-26.48"W
5.00•
N
21'57' 14"E
5.02'
1. A LEGAL DESCRIPTION OF EVEN DATE ACCOWANIES TM PLAT. 50 25 0 50
2. ALL KARINCS AND COORDINATES ARE REFERENCED TO THE TDW OOOIi WTE I
SYSTEM. MAP-83. THE NORTH COWMA . ZONE 4202. ALL DISTAN= AND ARUS
SHOURt ARE SUIWACE. SCALE IN FELT
&vw0vu City of Fart Worth
rth
200 IDM SFREL'T • FOR1 N*Rnl. TEXAS 76102
WATER & SANITARY SEWER REPLACEMENT,
CONTRACT 2020 WSM K
PARCEL NO. 12 PE ICITY PROD. NO. 103421
PERMANENT SANITARY SEWER EASEMENT
OWNER: JONATHAN A HOLMES AND 8RITTANY L. HOLUES
SURVEY: LOT 16. BLOCK 14� WESTCUFF
LOCATION: CITY OF FORT WORTH. TARRANT COUNTY. TEXAS
ACOUISITION AREA; 633 SOUARE FEET OR 0.015 ACRES
WHOLE PROPERTY ACREAGE: 0.371 ACRES (CALCULATED)
JOB Na. i%wl0.1.00 ED"m 81': 4p" GD iiE: 12PEDWO
50,
GATE J1MCdFtA0N00KA Qc ASSDCabtTE5, C29 fl.E t11Q20� SUITE WORTH. T1( 76137
CURTIS SMITH
RECtSTERED P � Si L LAND _SUUMVOR
si�-498 g1424 r ?-148 l76tl Id'
D223123244
Page 9 of 9
CONSENTOF LIEN HOLDER
MIN:100288224010271986
Alamo Title GF# 60DO182200901-LSK
MERS Phone: 1-888-679-6377
Mortgage Electronic Registration Systems, Inc* as beneficiary, as nominee for HomeBridge Financial
Services, Inc., its successors and assigns, lien holder, is the current lien holder of a Mortgage Deed of Trust
dated October 29. 2020. executed by Jonathan A. Holmes and Brittany L. Holmes. husband and wife
to Thomas E. Black. Jr. Trustee, as recorded November6, 2020 in clerk file No. D220290289 . in the
Real Property Records, of Tarra t County, Texas, hereby consents to the foregoing Sewer Facility
Easement by Jonathan A. Holmes & Brittanv L. Homes, to Citv of Fort Worth, and joins in the
execution hereof solely as Lien Holder and hereby does agree that in the event of the foreclosure of said
mortgage, or other sale of said property described in said mortgage and below under judicial or non -
judicial proceedings, the same shall be sold subject to said Easement.
SIGNED AND EXECUTED THIS , ��DAY OF Jt-J n,C . 2023.
Mortgage Electronic Registration Systems, Inc, as beneficiary, as nominee for HomeBridge Fnandal Services., its
successors and assigns, is a separate corporation that is acting solely as a nominee for Gen holder and Gen holder's
successors and assigns. Mortgage Electronic Registration Systems, Inc, as benefioary, as nominee for HomeBridge
Financial Services, Inc, its successors and assigns, is organized and existing under the laws of Delaware and has an
address of P.O. Box 2026, Flint, Michigan 4M-2026;
Mortgage Electronic Registration Systems, Inc., as
beneficiary, as nominee for HomeBridge Financial
Services, Inc., its successors and assigns
By:
STATE OFSDU / n!-
COUNTY OF4LLA arc; j
BEFORE ME, the undersigned authority, on this day personally appeared IZEi 6t' �r R as,
A�SiST T S6,1'f-CMXL,/ for Mortgage Electronic Registration Systems. Inc., solely as
nominee for HomeBridge Financial Services Inc, its successors and assigns, known to me to be the person
who acknowledged to me that they executed the same for the purposes and consideration therein
expressed, in the capacity therein stated, as the act and deed of said Lienholder.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS rU( day of ,T(.fit, 2023.
Ra'Chelle L1
Kw@ y Public - Sl* of cavana
My CornrrdWbn EXPIMs
January 20 2033 A Notary Public, State oftSdJi fair I4-Z)J'016-
-jo-01 My commission expires: / -,3,!l -C�63:;3'
WATER & SANITARY SEWER REPLACEMENT, CONTRACT 2020 WSM-K
CITY PROJECT NO. 103421
PARCEL NO. 13 PE
3669 MANDERLY PLACE
LOT 9, BLOCK 13, WESTCLIFF
EXHIBIT "A"
Being a permanent sanitary sewer facility easement out of Lot 9, Block 13 of Westcliff, an addition
to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-D, Page 57 of the
Plat Records of Tarrant County, Texas, said Lot 9 being described in deed to Steven M. Tucker as
recorded in County Clerk's File No. D212081811 of the Official Public Records of Tarrant
County, Texas, said permanent sanitary sewer facility easement being more particularly described
by metes and bounds as follows:
COMMENCING at a 3/4 inch iron rod found for the east corner of said Lot 9, said 3/4 inch iron
rod being the north corner of Lot 10, Block 13 of Westcliff, an addition to the City of Fort Worth,
Tarrant County, Texas as recorded in Volume 388-E, Page 43 of said Plat Records of Tarrant
County, Texas, said 3/4 inch iron rod also being in the southwest right-of-way line of Manderly
Place (a called 50' width right-of-way); THENCE South 54 degrees 37 minutes 42 seconds West,
with the southeast line of said Lot 9 and with the northwest line of said Lot 10, a distance of 195.93
feet to a point for the south corner of said Lot 9, said point being the west corner of said Lot 10,
said point being the northeast corner of Lot 29, Block 13 of said Westcliff as recorded in Volume
388-E, Page 43, said point also being the southeast corner of Lot 7, Block 13 of said Westcliff as
recorded in Volume 388-D, Page 57; THENCE North 10 degrees 42 minutes 05 seconds West,
with the westerly line of said Lot 9 and with the easterly line of said Lot 7, a distance of 140.07
feet to a point for the west corner of said Lot 9, said point being the southwest corner of Lot 8,
Block 13 of said Westcliff as recorded in Volume 388-D, Page 57, said point also being the
northwest corner of a 5' Aerial Easement as recorded in Volume 5203, Page 275 of the Deed
Records of Tarrant County, Texas, from which a 1/2 inch iron rod found for the northwest corner
of said Lot 8 bears North 10 degrees 42 minutes 05 seconds West, a distance of 159.90 feet, said
1/2 inch iron rod being the northeast corner of said Lot 7, said 1/2 inch iron rod also being in the
southerly right-of-way line of Winslow Drive (a called 60' width right-of-way); THENCE North
67 degrees 19 minutes 45 seconds East, with the northwest line of said Lot 9, with the southeast
line of said Lot 8 and with the northwest line of said 5' Aerial Easement, a distance of 4.09 feet to
the POINT OF BEGINNING of the herein described permanent sanitary sewer facility easement,
said point being the intersection of the northwest line of said Lot 9, the southeast line of said Lot
8 and the northwest line of said 5' Aerial Easement with an easterly line of an 8' Utility Easement
as recorded in Volume 388-E, Page 43 of said Plat Records of Tarrant County, Texas;
Exhibit A Page 1 of 2
THENCE North 67 degrees 19 minutes 45 seconds East, with the northwest line of said Lot 9,
with the southeast line of said Lot 8, and with the northwest line of said 5' Aerial
Easement, a distance of 144.65 feet to a point for the north corner of said Lot 9, said
point being the southeast corner of said Lot 8, said point being the northeast corner of
said 5' Aerial Easement, said point being in the southwest right-of-way line of said
Manderly Place, said point also being the beginning of a non -tangent curve to the left
having a radius of 583.94 feet, a central angle of 00 degrees 29 minutes 30 seconds,
and whose chord bears South 26 degrees 20 minutes 31 seconds East, a distance of 5.01
feet;
THENCE with said non -tangent curve to the left, with the northeast line of said Lot 9, with the
northeast line of said 5' Aerial Easement and with the southwest right-of-way line of
said Manderly Place, an arc length of 5.01 feet to a point for the intersection of the
northeast line of said Lot 9 and the southwest right-of-way line of said Manderly Place
with the southeast line of said 5' Aerial Easement;
THENCE South 67 degrees 19 minutes 45 seconds West, with the southeast line of said 5' Aerial
Easement, a distance of 146.03 feet to a point for the intersection of the southeast line
of said 5' Aerial Easement with an easterly line of said 8' Utility Easement;
THENCE North 10 degrees 42 minutes 05 seconds West, with an easterly line of said 8' Utility
Easement, a distance of 5.11 feet to the POINT OF BEGINNING and containing 727
square feet or 0.017 acres of land, more or less.
Notes:
(1) A plat of even survey date herewith accompanies this legal description.
(2) All bearings and coordinates are referenced to the Texas Coordinate System,
NAD-83, The North Central Zone 4202, all distances and areas shown are
surface.
Date: June 10, 2022
Z'05;;�r
Curtis Smith
Registered Professional Land Surveyor
No. 5494
Texas Firm No. 10106900
Exhibit A Page 2 of 2
EXHIBIT "B "
PAR CEL�3 PE
A V v V G /J
�N1NS
r 60 W1D1µ r FARY
ND 1 /2"IRON ROD SEWER NENT EASEMENT�AREA
727 SQ. FT. OR
1 LOT 8 0.017 ACRES
S /r
............• .. � 5' AERIAL EASEMENT � n
P.O.B. VOLUME 5203. D.R.T.C.PAGE 275 1��y� j is y
P.O.B. �.,\9'6
ro W
LOT 9
46 v
I 6 STEVEN M. TUCKER \ J 0�
o C.C.F. No. D212081811
is '1 SEE O.P.R.T.C.T.
DETAIL A P. 0. C.
8'UTIUTY EASEMENT
DETAIL „A„ 1� VOLUME 388—E, PAGE 43 IRON! ROD
NOT TO SCALE 1} 11 P R.T.C.T.
BLOCK 13, WESTCLIFF /
LOT o� VOLUME 388—D, PACE 57
N, � P.R. T. C. T. 9�
LOT 29
ti
BLOCK 13
WESTCLIFF o ° LOT 10
VOLUME 388—E, PAGE 43Its BLOCK 13
P. R. T. C. T.
I ' WESTCLIFF
VOLUME 388—E, PACE 43
P. R. T. C. T.
LINE <
L-1 N 642
2 0'
1
I R1 I
(
583.95
R(y
I 000'2930 'U S ^i#G
UNgTd]
I CHOR�.OIF.NGTH I ARC5.01
NOTES:
1. A LEGAL. DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT.
2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE
SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS
SHOWN ARE SURFACE,
N
50 25 0 50
SCALE IN FEET
FoRTWORTH City of Fort Worth
200 TEXAS STREET . FORT WORTH, TEXAS 76102
WATER & SANITARY SEWER REPLACEMENT,
CONTRACT 2020 WSM—K
PARCEL NO. 13 PE CITY PROJ. NO. 103421 tP
PERMANENT SANITARY SEWER EASEMENT g • •-••••_... _i
(�: irU IS SMITH J•;
OWNER: STEVEN M. TUCKER
SURVEY: LOT 9, BLOCK 13, WESTCLIFF ' 5494
LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
ACQUISITION AREA: 727 SQUARE FEET OR 0.017 ACRES �y S
WHOLE PROPERTY ACREAGE: 0.444 ACRES (CALCULATED) CUR IS SMITH
JOB No. JIM02103.00 I DRAWN BY: JPH I CAD FILE: 13PE.DWG REGISTERED PROFESSIONAL LAND SURVEYOR
DATE: JUNE 10, 2022 EXHIBIT B PAGE 1 OF 1 SCALE: 1' — 50' NO. 5494 TEXAS FIRM No. 10106900
GORRONDONA do ASSOCIATES, INC. • 2800 N.E. LOOP 820, SUITE 650 FORT WORTH, TX. 76137 0-496-1424 FAX 817-496-1768
0223114731 06/29/2023 12:19 PM Page: 1 of 6 Fee: $39.00 Submitter: Alamo Title Company - UFW
Electronically Recorded by Tarrant County Clerk in Official Public Records 0,,
MARY LOUISE NICHOLSON
COUNTY CLERK
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU AREA NATURAL PERSON, YOU MAY REMOVE
OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT
BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY
NUMBER OR YOUR DRIVER'S LICENSE NUMBER.
CPN CO2725 SaniSewer Rehab Contract 102
Parcel No. 1 PSFE
3600 Alton Road
LOT 19, BLOCK 5, WESTCLIFF ADDITION �, im 1 I i �'` ram' -ANY
STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS
COUNTY OF TARRANT §
CITY OF FORT WORTH
SEWER FACILITY EASEMENT
DATE: M4Y 26I W2-
GRANTOR: Mary Remington
GRANTOR'S MAILING ADDRESS (including County):
P.O. Box 394
Weaverville, Buncombe County, NC 28787-0394
GRANTEE: CITY OF FORT WORTH
GRANTEE'S MAILING ADDRESS (including County):
200 TEXAS STREET
FORT WORTH, TARRANT COUNTY, TX 76102
CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the
receipt and sufficiency of which is hereby acknowledged.
EASEMENT PROPERTY: BEING a tract of land more particularly described in the
attached Exhibit A and Exhibit B.
Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee,
its successors and assigns, an exclusive, perpetual easement for the construction, operation,
maintenance, replacement, upgrade, inspection and repair of a Permanent Sewer Line Facility,
hereafter referred to as "Facility." The Facility includes all incidental underground and
aboveground attachments, equipment and appurtenances, including, but not limited to
manholes, manhole vents, lateral line connections, pipelines, and junction boxes in, upon,
SEWER FACILITY EASEMENT
FORTWORTH.
Rev. 20230329
D223114731
Page 2 of 6
under and across a portion of the Easement Property, more fully described in Exhibit A and
Exhibit B attached hereto and incorporated herein for all pertinent purposes, together with the
right and privilege at any and all times to enter Easement Property, or any part thereof, for the
purpose of constructing, operating, maintaining, replacing, upgrading, inspecting and repairing
said Facility.
In no event shall Grantor (1) use the Easement Property in any manner which interferes in any
material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be
erected within the Easement Property a permanent structure or building, including, but not
limited to, monument sign, pole sign, billboard, retaining walls, brick or masonry fences or walls
or other structures that require a building permit. However, Grantor shall be permitted to install
and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement
Property but only to the extent that such surface improvements do not materially interfere with
the rights granted hereunder. Grantee shall be obligated to restore the surface of the
Easement Property at Grantee's sole cost and expense, including the restoration of any
sidewalks, driveways, or similar surface improvements located upon or adjacent to the
Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as
a result of the Grantee's use of the easement granted hereunder. Provided, however, that
Grantee shall not be obligated to restore or replace irrigation systems or other improvements
installed in violation of the provisions and intended use of this Easement.
Under Chapter 21, Subchapter E of the Texas Property Code, as amended, the Grantor or the
Grantor's heirs, successors, or assigns may be entitled before the 10I' anniversary of the date
of this acquisition to repurchase or request certain information about the use and any actual
progress made toward the use for which this property interest was acquired through eminent
domain, and the repurchase price will be the price the Grantee pays Grantor in this acquisition.
The person signing this document on behalf of the Grantor warrants that he or she has the
legal authority to execute this permanent easement for the purposes and consideration therein
expressed, and in the capacity therein stated, and that such binding authority has been granted
by proper order, resolution, ordinance or other authorization of the Grantor. Grantee is fully
entitled to rely on this warranty and representation in accepting this permanent easement.
TO HAVE AND TO HOLD the above -described permanent easement, together with, all and
singular, the rights and appurtenances thereto in anyway belonging unto Grantee, its
successors and assigns, forever; and Grantor does hereby bind itself, its heirs, successors
and assigns, to warrant and forever defend, all and singular, the said easement unto Grantee,
its successors and assigns, against every person whomsoever lawfully claiming or to claim the
same or any part thereof.
This document may be executed in multiple counterparts, each of which will be deemed an
original, but which together will constitute one instrument. When the context requires, singular
nouns and pronouns include the plural.
[SIGNATURES APPEAR ON THE FOLLOWING PAGE)
SCWER FACILITY EASEMENT
Rev 20230329
Fos_ r� H..
D223114731
Page 3 of 6
GRANTOR: Mary amLington,
By:
dual
ACKNOWLEDGMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas,
on this day personally appeared Mary Remington known to me to be the same person whose
name is subscribed to the foregoing instrument, and acknowledged to me that the same was
the act of Mary Remington and that they executed the same as the act of said Individual for
the purposes and consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of "u, ZGf ZpZ3
(Srna
c~ Y No AUSTIN LEE STREET
M r "0tWy Stall 01 ill =
Notuy ID 0134262M
Cmakilm ft� U RCH 21, 20V
5EIVER FACILITY EASEMENT
Rev. 20230329
otary Public, State of Texas
Foam %bRT,1t,.
D223114731
Page 4 of 6
ACCEPTED BY:
GRANTEE: City of Fort Worth
�Qe2
By: Dana Burghdoff (J 2, 20 5 [0T)
(Name) Dana Burghdoff
(Title) Assistant City Manager
APPROVED AS TO FORM AND LEGALITY
(Name) Matt Murray
(Title) Assistant City Attorney
ACKNOWLEDGMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas,
on this day personally appeared Dana Burghdoff
Assistant City Manager of the City of Fort Worth, a Texas home rule
municipal corporation, known to me to be the same person whose name is subscribed to the
foregoing instrument, and acknowledged to me that the same was the act of the City of Fort
Worth and that they executed the same as the act of the City of Fort Worth for the purposes
and consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of .tun 2, 2023
{SEAL.)
4rpva SELENA ALA
Notary Public
A-5-
+STATE OF TEXAS
��.� Notary I.D. 132422528
My Comm. Exp. Mar. 31, 2024
SEWER FACUIFY EASEMENT
Ray.20230328
Selena Ata (Jun 2, 2023 37:36 CDT)
Notary Public, State of Texas
iEWb
ir
D223114731
Page 5 of 6
EXHIBIT "A"
SEWER FACILITY EASEMENT
THOMAS B. TAYLOR SURVEY, ABSTRACT NUMBER 1539
LOT 19, BLOCK 5, WESTCLIFF ADDITION,
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
BEING a 0.0053 acre tract of land located in the Thomas B. Taylor Survey, Abstract Number 1539, City of Fort Worth, Tarrant
County, Texas, said 0.0053 acre tract being a portion of LOT 19, BLOCK 5, WESTCLIFF ADDrfION, being an Addition to the City of
Fort Worth, Tarrant County, Texas, according to the plat thereof filed for record in Volume 388-B, Page 220, Official Public Records,
Tarrant County, Texas, said 0.0053 acre tract also being a portion of a tract of land conveyed to MARY REMINGTON, by deed
thereof filed for record in Tarrant County Clerk's Instrument Number D208342372, Official Public Records, Tarrant County, Texas,
said 0.0053 acre tract being more particularly described by the metes and bounds as follows:
BEGINNING at a point on the east lot line of -said Lot 19, same being the west right-of-way line of Alton Road (being a 60 feet wide
public right-of-way at this point), said beginning point being South 00'08'20" East, 9.00 feet from the northeast lot corner of said
Lot 19, said beginning point also having a NAD83 Texas North Central Zone (4202) grid coordinate of N: 6,938,336.47 and E:
2,316,077,81;
THENCE South 00`08'20" East, along the said lot line and along the said right-of-way line, 10.00 feet,
THENCE departing the said lot line and the said right-of-way line, over and across said Lot 19 the following courses and distances:
South 89"51'40" West, 12.50 feet;
North 39°56'40" West, 19.53 feet to the south line of an existing 8 feet wide Utility Easement, being shown on and dedicated
by said plat of Westcliff Addition;
THENCE North 89°51'40" East, along the said easement line, 13.02 feet;
THENCE departing the said easement line and continuing over and across said Lot 19 the following courses and distances:
South 39°56'40" East, 6.51 feet;
North 89"51'40" East, 7.82 feet to the POINT OF BEGINNING.
The herein above described tract of land contains a computed area of 0.0053 acres (232 square feet) of land, more or less.
The bearings and coordinates recited hereinabove are based on the State Plane Coordinate System, Texas North Central Zone
4202, North American Datum of 1983, adjustment realization 2011. Area and distances recited hereinabove are surface.
I Eric S. Spooner, a Registered Professional Land Surveyor in the State of Texas, do hereby state that the foregoing description
accurately sets out the metes and bounds description of the easement tract described herein.
W n``14T1-22
r E OF r
P� GISTE,9 F-f-
< ERIC S. SPOONER >
5922
�FEs OBI
`p �i,
is ,
Spoon ociates, Inc.
Texas Registration No. 5922
TBPLS Firm No. 10054900
Exhibit "A" -- Sewer Facility Easement — Remington -- Page 1 of 4
Spooner & Associates, Inc.. 309 6yers Strmt, Suite 100, L•uless, Texas 76039 - Pli 817-695-9448-espooner@spionersurvryors.com - S&A 20107
A
v
(B.S.I.)=BY SEPARATE INSTRUMENT
EXHIBIT "B"
SEE ATTACHED METES & BOUNDS
DESCRIPTION ON PAGE 1 HEREIN
r
LiLOT
18, BLOCK 5
O
Z
LOT 17, BLOCK 5
WESTCLIFF ADDITION
VOL. 388-8, PG. 220
Q
i
WESTCLIFF ADDITION 1-
O
O.P.R.T.C.T,
�
0C
VOL. 388-B, PG. 220
ci
O.P.R.T.C.T. f%
c�
O
m
fL
EX. 8' UTILITY EASEMENT
y
Q
—VOLUME 388-8, PAGE 220
—
O.P.R.T.C.T. N:6,938,336.47
E: 2,316,077.81
(NAD83 - GRID)
LOT LINE---, Y — — — — — — — — -
----- POINT OF
L5 BEGINNING
` 0, LT \_
TEMPORARY
LINE TABLE CONSTRUCTION
EASEMENT L _ — L SEWER FACILITY EASEMENT
NO. DIRECTION DIS7, (BSI') L3 0.0053 ACRES (232 S.F.)
L1 S00'08'20"E 9,00'
L2 S00'08'20"E
10.00'
L3 S89'51'40"W
12,50'
L4 N39'56'40"W
19,53'
L5 N89'51'40"E
13.02'
L6 S39'56'40"E
6.51'
L7 N89'51'40"E
7.82'
LOT 19, BLOCK 5
WESTCLIFF ADDITION
VOL. 388—B, PG. 220
O.P.R.T.C.T.
OWNER
MARY REMINGTON
T.C.C.I. NO. D208342372
O.P.R.T.C.T.
EXHIBIT "B"
SEWER FACILITY EASEMENT
THOMAS B. TAYLOR SURVEY, ABSTRACT NUMBER 1539
LOT 19, BLOCK 5, WESTCLIFF ADDITION,
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
PROPERTY: LOT 19, BLOCKS. WESTCLIFF ADDITION, VOLUME 388-B, PAGE 220, O.P.R.T.C.T,
1.DWG
BY: R. OSMENT I CHECKED BY: E. SPOONER
NO. 9 ��
i
k
0' 10, 20'
GRAPHIC SCALE IN FEET
1"=20'
f
0
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O�
UOU' E'
pQac�
mU.m�'
Qa.ena
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THE BEARINGS AND COORDINATES RECITED HEREINABOVE ARE
BASED ON THE STATE PLANE COORDINATE SYSTEM, TEXAS
NORTH CENTRAL ZONE 4202, NORTH AMERICAN DATUM OF
19B3, ADJUSTMENT REALIZATION 2011. AREA AND DISTANCES
RECITED HEREINABOVE ARE SURFACE.
SPWNER&
A,,..s,.2,c.lATES
309 BYERS STREET, SUITE 100, EULESS, TEXAS 76039
(817)685-8448 WWW.SPOONERSURVEYORS.COM
TBPLS FIRM NO. 10054900
EXH "B" — REMINGTON — PG. 2 OF 4
r SE OF r� 1
�G % S T FRS.. -f
< ERIC S. SPOONER ?
k5922 /OffEiJ
N
N
W
J
A
4
W
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D223114730 06/29/2023 12:19 PM Page: 1 of 6 Fee: $39.00 Submitter: Alamo Title Company - DFW
Electronically Recorded by Tarrant County Clerk In Official Public Records
MARY LOUISE NICHOLSON
COUNTY CLERK
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU AREA NATURAL PERSON, YOU MAY REMOVE
OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT
BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY
NUMBER OR YOUR DRIVER'S LICENSE NUMBER.
CPN CO2726 SaniSewer Rehab Contract 102
Parcel No. 2 TCE L
Tj'rj3600 Alton Road `- a
LOT 19, BLOCK 5, WESTCLIFF ADDITION ��` a/?d 30OD
STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS
COUNTY OF TARRANT §
CITY OF FORT WORTH
TEMPORARY CONSTRUCTION EASEMENT
DATE:-/;" C.OZ3
GRANTOR: Mary Remington
GRANTOR'S MAILING ADDRESS (including County):
P.O. Box 394
Weaverville, Buncombe County, NC 28787-0394
GRANTEE: CITY OF FORT WORTH
GRANTEE'S MAILING ADDRESS (including County):
200 TEXAS STREET
FORT WORTH, TARRANT COUNTY, TX 76102
CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the
receipt and sufficiency of which is hereby acknowledged.
EASEMENT PROPERTY: BEING a tract of land more particularly described in the
attached Exhibit C and Exhibit D.
Grantor, for the Consideration paid to Grantor, hereby grants, sells, and conveys to Grantee,
its successors and assigns, the use and passage in, over, and across, below and along the
Easement Property situated in Tarrant County, Texas, as described and depicted in
accordance with Exhibit C and Exhibit D, attached hereto and made a part hereof, and ingress
and egress over Grantor's property to the Easement Property.
TEMPORARY CONSTRUCTION EASEMENT FQ-.-ltT%bRm'
Rev. 20230329 '�"
D223114730
Page 2 of 6
It is further agreed and understood that Grantee will be permitted the use of said Easement
Property for the purpose of constructing sanitary sewer facility improvements. Upon
completion of improvements and its acceptance by Grantee, all rights granted within the
described Temporary Construction Easement shall cease.
The person signing this document on behalf of the Grantor warrants that he or she has the
legal authority to execute this temporary easement for the purposes and consideration therein
expressed, and in the capacity therein stated, and that such binding authority has been granted
by proper order, resolution, ordinance or other authorization of the Grantor. Grantee is fully
entitled to rely on Grantor's warranty and representation in accepting this temporary easement.
TO HAVE AND TO HOLD the above -described temporary easement, together with, all and
singular, the rights and appurtenances thereto in anyway belonging unto Grantee, its
successors and assigns, until the cessation or expiration of the rights granted hereunder.
Grantor does hereby bind itself, its heirs, successors and assigns, to warrant and forever
defend, all and singular, the said easement unto Grantee, its successors and assigns, against
every person whomsoever lawfully claiming or to claim the same or any part thereof.
This document may be executed in multiple counterparts, each of which will be deemed an
original, but which together will constitute one instrument. When the context requires, singular
nouns and pronouns include the plural.
[SIGNATURES APPEAR ON THE FOLLOWING PAGE]
TEMPORARY CONSTRUCTION EASEMENT
. 20230329
FOR_ Tw H.
D223114730
Page 3 of 6
GRANTOR; Mary Remin
By. l
��Y'Reming on. Individual
ACKNOWLEDGMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas,
on this day personally appeared Mary Reminoton known to me to be the same person whose
name is subscribed to the foregoing instrument, and acknowtedged to me that the same was
the act of Mary Reminqton and that they executed the same as the act of said Individual for
the purposes and consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of jllq z' wZ L
(SEA. )
F • AUSTIN LEE STREET
'Notary Co."mof y Texas
TXVW ., . Notary !D #134262M
Caawh" Epp. kk%f H 21, 202>'
TSMPORRRY CONSTRUCTION EASEYPNT
Rev 21023032B
Notary Public, State of Texas
FORT %RT .
D223114730
Page 4 of 6
ACCEPTED BY;
GRANTEE: City of Fort Worth
By. C�n�n.ilc/t ,;L SCDtz
(Name) Dana Surghdoff
(Title) Assistant City t4anager
APPROVED AS TO FORM AND LEGALITY
(Name) Matt Murray
(Title) Assistant City Attorney
ACKNOWLEDGMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas,
on this day personally appeared Dana eurRMIoN
As:..tantC+CylOniger of the City of Fort Worth, a Texas home rule
municipal corporation, known to me to be the same person whose name is subscribed to the
foregoing instrument, and acknovrtedged to me that the same was the act of the City of Fort
Worth and that they executed the same as the act of the City of Fort Worth for the purposes
and consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of Jun 2, 2023
ism)
tn F ala
Nootary Public
STATE yF TEXAS
Wary I.D 13242?528
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My Cnnm. Exp. lki. 31, 2324
TEWPORARY CGNSTAUCM4 EASEMENT
Roo. 21DMI"
SC (C4 NJ 1lu12. 2:7 3 11 %tC 1.
Notary Public, State of Texas
NP�
D223114730
Page 5 of 6
EXHIBIT "C',
TEMPORARY CONSTRUCTION EASF.1v1EN7
THOMAS B. TAYLOR SURVEY, ABSTRACT NUMBER 1539
LOT 19, BLOCK 5, WES`TCLiFF ADDITION,
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
BEING a 0.00gr acre tract of land located in the Thomas B Taylor Survey, Abstract Number 1539, Cite of Fort Worth, Tarrant
County, Texas, said 0.0086 acre tract being a riortion of LOT 19, BLOCK 5, WESTCLIFF ADDITION, being an Addition to the City of
Fort Worth, Tarrant County, Texas, according to the plat thereof filed for record in Volume 388.8, Page 220, Official Public Records,
larrant County, Texas, laid 0,0086 acre tract also being a portion of a tract of land conveyed to MARY REMMGTON, by deed
thereof filed for record in Tarrant County Clerk's Instrument Number D208342372, Official Public Records, Tarrant County, Texas,
said 0.0086 acre. tract being more particularly described by the metes, and bounds as fol•ovs:
BEGINNING at the Intersection of the east lot line of said Lot 19 with the south line of an existing, 8 feet wide Utility Easement,
being, shown on and dedicated by said plat of Westcliff Addition, said beginning point being on the west right•of,way line of Alton
Road (being, a 60 fec t Deride public right-of-way at this point), said point being South 00'08'7.0" East, 4.00 feet from the northeast lot
corner of said Lot 19, said beginning point also having a NA083 Texas North Central Zone (4202) grid coordinate of N: 6,938,341.47
and E: 2,316,077.79:
- THENCE South 00'08'20" East, along the said lot line and along the said right-of-way line, 1S.00 feet;
THENCE departing the said lot linc and the said right-of-way line, over and across said Lot 19 the following, courses and distances:
South STS 1'40" West, 25.00 feet;
North 00`08'7.0' Wf-%t, 15.00 feet to the said Mouth easement line;
THENCE North 89'S1'40" Fast, along the said easement line, 25.00 feet to the POINT OF BEGINNING.
The herein above described tract of land contains a computed area of U.0086 acres (375 square feet) of land, save and except
0 0053 acres (232 square feet) as shown on Exhibit "B' herein leaving a net a•ea to be acquired of 0.0033 acres (143 square
feet).
the bearings and coordinates recited hereinabove ate, based on the State Plane Coordinate System, Texas North Central Zone
4202, North American Datum of 1983, adjustment realization 2011. Area and distances recited hereinabove are surface.
I Eric S. Spooner, a Registered P►ofesstonal Land Surveyor in the State of Texas, do hereby state that the foregoing description
accurately sets out the metes and hounds desuiption of the casement tract described herein.
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Exhibit 'C" ^- Temporary Construction F-asemcnt - Remington Pagc 3 of•l
Sicxver&Assoua:es,In:..3U98prss:reet.SLOAIDo. Euku.ICu. 1603a-PtI A17.635-&448. :rwytieiwra-.S&A2nIr,7
EXHIBIT 11D11
(B.S.I.)=BY SEPARATE INSTRUMENT
SEE ATTACHED METES & BOUNDS
DESCRIPTION ON PAGE 3 HEREIN
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N:6,938,341.47 `D GRAPHIC SCALE IN FEET
E: 2,316,077.79
SEWER FACILITY (NAD83 —GRID) 1 ° = 20'
EASEMENT— POINT OF
LOT LINE -LINE--,,,,_ — — (B. BEGINNING
_ _ _ _ _ _ _ _ _ _ _ L5___�)
Ex. 8' UTILITY EASEMENT-- — \ — TEMPORARY
VOLUME 388-B, PAGE 220 a �' N
J � J CONSTRUCTION EASEMENT
O.P.R.T.C.T, 0.0066 ACRES (375 S.F.)
L 3---�--SAVE & EXCEPT
LINE TABLE 0.0053 ACRES (232 S.F.) (HATCHED)
NO, DIRECTION DIST. LOT 19, BLOCK 5 LEAVING A NET AREA OF
L1 S00008'20"E 4.00' WESTCLIFF ADDITION 0.0033 ACRES (143 S.F.)
L2
S00008'20"E
15.00'
L3
S89951'40"W
25.00'
L4
N00°08'20"W
15,00'
L5
N89051'40"E
25.00'
VOL. 38B-B, PG. 220
O.P.R.T.C.T.
OWNER
MARY REMINGTON
T.C.C.i. NO. D208342372
O.P.R.T.C.T,
EXHIBIT "D"
TEMPORARY CONSTRUCTION EASEMENT
THOMAS B. TAYLOR SURVEY, ABSTRACT NUMBER 1539
LOT 19, BLOCK 5, WESTCLIFF ADDITION,
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
PROPERTY: LOT 19. BLOCK 5, WESTCLIFF ADDITION, VOLUME 388.8, PAGE 210, O.P.R.T C.T.
20107_TCE REMINGTON DRAFT 2021 11-11,DWG DRAWN BY; R. OSMENT CHECKED BY7 E. SPOONER
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THE BEARINGS AND COORDINATES RECITED HEREINABOVE ARE
BASED ON THE STATE PLANE COORDINATE SYSTEM. TEXAS
NORTH CENTRAL ZONE 4202, NORTH AMERICAN DATUM OF
1983, ADJUSTMENT REALIZATION 2011, AREA AND DISTANCES
RECITED HEREINABOVE ARE SURFACE.
SPOONER&
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��Jl'l�:■c1�l'l�tl:b'iola-1: a'1LM:u
309 BYERS STREET, SUITE 100, EULESS, TEXAS 76039
(817) 685-8448 WWW.SPOONERSURVEYORS.COM
TBPLS FIRM NO. 100549GO
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THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1,2011
,R NE
ENG EERING
E3T =17;
Client: City of Fort Worth/TPW Soil Lab
8851 Camp Bowie Boulevard
Fort Worth, TX 76116
Project: Street Core Request
CPN 103421
Fort Worth, Texas
Services:
3201 NE Loop 820, S. 180, Fort Worth, TX 76137
8908 Ambassador Row, Dallas, TX 75247
Texas Engineering Firm Registration, No. F-1572
Corporate Phone: (214) 630-9745
Report of On Site Activities
Report No.: 14373942
Project No.: 2226177
Date of Service: 02/16/2022
Report Date: 03/02/2022
On this date, a representative(s) of Rone Engineering Services, Ltd. arrived on site as scheduled to perform coring for
depth and sampling.
Technician: Ray Godfrey Started: 08:30am Finished: 03:15pm Rone Engineering
Report Distribution:
Orig: City of Fort Worth/TPW Soil Lab (Fort Worth, TX)
Attn: Ms. Alicia Garcia (1-ec copy)
1-ec Rone Engineering Project Managers
Attn: Mr. Steve Campbell Steve Campbell, CET
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(SC/SC)
Page 1 of 4
Rone Engineering Services, Ltd.
Project: South Hills Avenue — Water
CPN: 103421 / PO- 0000007283 / Water FID: 56002-
0700430-5330500-C 103421-COO 1784-9999
Rone Project No.: 2226177
Rone Report No.: 14373942
Date of Service: February 2022
Depth Checks — Coring
On this date a representative of Rone Engineering Services, Ltd. arrived onsite, as scheduled,
to perform Core Depth Checks,
Please See Below for Locations and Results:
Hole #1
Location: See attached map
4.75" of Type C HMAC
4.25" of Flexbase, Atterburg Limits: LL=37, PL=28, PI=9
9" Light Brown Clay, Atterburg Limits: LL=66, PL=23, PI=43
Stopped coring at 18"
Hole #2
Location: See attached map
3" of Type C HMAC
6" of Flexbase
9" Light Brown Red Clay
Stopped coring at 18"
Hole #3
Location: See attached map
2.5" of Type C HMAC
6.5" of Flexbase, Atterburg Limits: LL=35, PL=26, PI=9
9" Light Brown Clay, Atterburg Limits: LL=63, PL=24, PI=39
Stopped coring at 18"
Hole #4
Location: See attached map
6.75" of Type C HMAC
4.5" of Concrete, 6270psi
6.75" of Flexbase
Stopped coring at 18"
Hole #5
Location: See attached map
3.75" of Type C HMAC
8.25" of Flexbase, Atterburg Limits: LL=35, PL=23, PI=12
6" Light Brown Clay
Stopped coring at 18"
Hole #6
Location: See attached map
2.75" of Type C HMAC
6.25" of Concrete, 8550psi
9" of Flexbase
Stopped coring at 18"
Please see attached maps for plotted locations referenced above.
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FORTWORTH.
City of Fort Worth
Capital Delivery Division/Soil Lab
8851 Camp Bowie Blvd #300
Fort Worth, TX 76116
Phone: 817-392-7920
Laboratory Test Results for
Carolyn Road, Norfolk Road, Dryden Road, Trail Lake Drive, Brighton Road, Winslow Drive, Manderly Place, Suffolk
Drive, Anita Avenue Street Coring Project
10/28/2021
Project: CPN# 103421
Date Tested:10/20/2021—10/28/2021
Requested by: Brenda Oropeza
This report presents the results of a street coring project for CPN # 103421. Mr. Stephen Overton and Mr. Daniel
Wright performed the cores, and Mr. Zelalem Arega reviewed and approved the results.
Trail Lake Drive
(South Hills Avenue to Manderly Place)
HOLE # 1
LOCATION: 4127 Trail Lake Drive (N/4)
2.75" HMAC
9.50" Base material (Brown sand and rock w/ HMAC)
3.75" Light brown sandy clay with rock
HOLE # 2
LOCATION: 4009 Trail Lake Drive (S/4)
2.25" HMAC
7.75" Base material (Brown sand and rock w/ HMAC)
6.00" Brown sandy clay with rock (LL- 40, PL- 24, PI- 16) Shrinkage %: 10
HOLE # 3
LOCATION: 3905 Trail Lake Drive (N/4)
3.00" HMAC
9.00" Base material (Brown sand and rock w/ HMAC)
4.00" Brown sandy clay with gravel (LL- 39, PL- 23, PI- 16) Shrinkage %: 10
Page 1 of 7
FORTWORTH,
City of Fort Worth
Capital Delivery Division/Soil Lab
8851 Camp Bowie Blvd #300
Fort Worth, TX 76116
HOLE #4
LOCATION: 3821 Trail Lake Drive (S/4)
2.50" HMAC
7.50" Base material (Brown sand and rock w/ HMAC)
6.00" Bark brown clay with rock
HOLE #5
LOCATION: 3805 Trail Lake Drive (N/4)
Phone:817-392-7920
3.50" HMAC
9.50" Base material (Brown sand and rock w/ HMAC)
3.00" Dark brown clay with rock and organics (LL- 64, PL- 37, PI- 27) Shrinkage %: 15
HOLE #6
LOCATION: 3753 Trail Lake Drive (S/4)
2.00" HMAC
9.00" Base material (Brown sand and rock w/ HMAC)
5.00" Light brown sandy clay with rock (LL- 32, PL- 19, PI- 13) Shrinkage %: 7.5
HOLE #7
LOCATION: 3609 Trail Lake Drive (N/4)
5.75" HMAC
5.50" Base material (Brown sand and rock w/ HMAC)
4.75" Dark brown clay
Manderly Place
(Winslow Djkve to Trail Lake Drive)
HOLE # 1
LOCATION: 3669 Manderiy Place (E/4)
2.50" HMAC
7.00" Base material (Brown sand and rock w/ HMAC)
6.50" Yellowish brown sandy clay with rock (LL, 30, PL, 17, PI- 13) Shrinkage %: 7.5
W_
Page 2 of 7
FORTWORTHd
City of Fort Worth
Capital Delivery Division/Soil Lab
8851 Camp Bowie Blvd #300
Fort Worth, TX 76116
HOLE #2 —
LOCATION: 3660 Manderly Place (W/4)
3.00" HMAC
7.00" Base material (Brown sand and rock w/ HMAC)
6.00" Yellowish brown sandy clay with rock
HOLE #3
LOCATION: 3625 Manderly Place (E/4)
I
2.50" HMAC
7.00" Base material (Brown sand and rock w/ HMAC)
6.50" Yellowish brown sandy clay with rock
Anita Avenue
i Canto Avenue to Suffolk Drive)
HOLE # 1
LOCATION: 4017 Anita Avenue (N/4)
3.50" HIME
6.00" Base material (Brown sand and rock w/ HMAC)
II4.50" Limestone
2.00" Brown sandy clay with rock (LL- 39, PI, 25, PI- 14) Shrinkage %:12.5
v"x Vxj" L�.VRY
Phone:817-392-7920
nvl-,D tt 1
LOCATION: 3901 Carolyn Road (N/4)
2.00" HMAC
7.00" Base material (Brown sand and rock w/ HMAC)
7.00" Brown sandy clay with rock (LL- 37, PI, 24, PI- 13) Shrinkage %: 10
, HOLE#2-------
LOCATION: 3829 Carolyn Road (S/4)
2.00" HMAC
6.00" Base material (Brown sand and rock w/ HMAC)
8.00" Dark brown clay (LL- 58, PL- 24, PI- 34) Shrinkage %:15
P%* 3 of 7
FORT WORTH.
City of Fort Worth
Capital Delivery Division/Soil Lab
8851 Camp Bowie Blvd #300
Fort Worth, TX 76116
HOLE #3
LOCATION: 3805 Carolyn Road (N/4)
2.00" HMAC
8.00" Base material (Brown sand and rock w/ HMAC)
6.00" Dark brown clay
HOLE #4
LOCATION: 3724 Carolyn Road (S/4)
2.00" HMAC
7.00" Base material (Brown sand and rock w/ HMAC)
7.00" Dark brown clay
HOLE #5
LOCATION: 3709 Carolyn Road (N/4)
2.25" HMAC
5.75" Base material (Brown sand and rock w/ HMAC)
7.00" Brown sandy clay with rock and limestone
Norfolk Road
(Brighton Road to Carolyn Road)
HOLE #1
LOCATION: 3550 Norfolk Road (W/4)
2.00" HMAC
8.00" Base material (Brown sand and rock w/ HMAC)
6.00" Dark brown clay
HOLE #2
LOCATION: 3571 Norfolk Road (E/4)
1.75" HMAC
8.25" Base material (Brown sand and rock w/ HMAC)
6.00" Dark brown clay with limestone
Phone: 817-392-7920
Page 4 of 7
FORTWORTHe
City of Fort Worth
Capital Delivery Division/Soil Lab
8851 Camp Bowie Blvd #300
Fort Worth, TX 76116
HOLE #3
LOCATION: 3604 Norfolk Road (W/4)
1.00" HMAC
8.00" Base material (Brown sand and rock w/ HMAC)
7.00" Yellowish brown clay with limestone (mostly limestone)
HOLE #4
LOCATION: 3623 Norfolk Road (E/4)
KITUMPHUT
9.00" Base material (Brown sand and rock w/ HMAC)
6.00" Brown sandy clay (LL- 32, PL- 20, PI- 12) Shrinkage %: 7.5
HOLE #5
LOCATION: 3644 Norfolk Drive (W/4)
1.00" HMAC
8.00" Base material (Brown sand and rock w/ HMAC)
7.00" Brown sandy clay (LL- 44, PL- 22, PI- 22) Shrinkage %: 12.5
Brighton Road
(Bellaire Circle to Trail Lake Drive)
HOLE #1
LOCATION: 3755 Brighton Road (E/4)
2.00" HMAC
7.00" Base material (Brown sand and rock w/ HMAC)
7.00" Limestone with brown sandy clay
HOLE #2
LOCATION: 3708 Brighton Road (W/4)
2.00" HMAC
9.00" Base material (Brown sand and rock w/ HMAC)
5.00" Brown sandy clay (LL- 36, PL- 20, PI- 16) Shrinkage %: 10
Phone:817-392-7920
Page 5 of 7
FORT WORTH,
City of Fort Worth
Capital Delivery Division/Soil Lab
8851 Camp Bowie Blvd #300
Fort Worth, TX 76116
HOLE #3
LOCATION: 3621 Brighton Road (E/4)
2.00" HMAC
9.00" Base material (Brown sand and rock w/ HMAC)
5.00" Brown sandy clay
HOLE #4
LOCATION: 3604 Brighton Road (W(4)
1.75" HMAC
9.25" Base material (Brown sand and rock w/ HMAC)
5.00" Brown sandy clay
Winslow Drive
t Lane to Briah
HOLE # 1
LOCATION:3705 Winslow Drive (W/4)
2.25" HMAC
8.75" Base material (Brown sand and rock w/ HMAC)
5.00" Brown sandy clay
Dryden Road
Road to Trail Lake Drive
HOLE #1
LOCATION:100' East of Dryden/ Brighton Road Intersection (E/4)
1.50" HMAC
8.50" Base material (Brown sand and rock w/ HMAC)
6.00" Brown sandy clay (LL- 44, PL- 21, PI- 23) Shrinkage %:12.5
HOLE #2
LOCATION: 3604 Dryden Road (W(4)
2.00" HMAC
8.00" Base material (Brown sand and rock w/ HMAC)
6.00" Brown sandy clay
Phone: 817-392-7920
Page 6 of 7
FORT WORTH,,,
City of Fort Worth
Capital Delivery Division/Soil Lab
8851 Camp Bowie Blvd #300
Fort Worth, TX 76116
Suffolk Drive
(Winslow Drive to Trail Lake Drive)
HOLE # 1
LOCATION: 3600 Suffolk Drive (W/4)
2.50" HMAC
8.50" Base material (Brown sand and rock w/ HMAC)
5.00" Brown sandy clay with calcium nodules and rock
HOLE #2
LOCATION: 3621 Suffolk Drive (E/4)
2.00" HMAC
Phone: 817-392-7920
8.00" Base material (Brown sand and rock w/ HMAC)
6.00" Brown sandy clay with calcium nodules and rock (LL- 34, PL- 20, PI- 14) Shrinkage %: 7.5
Page 7 of 7
GC-6.06.1) Minority and Women Owned Business
Enterprise Compliance
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
FORT WORTHS City of Fort Worth
Business Equity Division
INSTRUCTIONS TO BIDDERS ABOUT THE BUSINESS EQUITY GOAL
Bid number: Business Equity Goal: %
It is the policy of the City of Fort Worth to ensure the full and equitable utilization of Business Equity
Firms when appropriate, in the procurement of all goods and services. When a Business Equity Goal
is established for a bid, it means that the City of Fort Worth believes that there are Business Equity
Firms available that can provide goods or services requested by the bid.
The Business Equity Goal for Bid number is %. This means that the City
believes that there are available Business Equity Firms that can provide goods or services required
by this bid and therefore, % of the Bidder's awarded amount must be spent with a Business
Equity Firm. All requirements and regulations stated in the City's current Business Eauitv Ordinance
#25165-10-2021 apply to this bid. Definitions are at the end of this document.
Because a Business Equity Goal has been established for this bid, in order for your bid to be
considered, a Bidder must satisfy one (1) of the conditions below.
A. Commit to Meet or Exceed the Business Equity Goal
Hire Business Equity Firm(s) to provide goods or services and spend at least the goal amount
with the Business Equity Firm(s).
Stets 1: Obtain a listing of Business Equity Firms by completing the "Request for Listing of
Certified Firms Form" located at the City of Fort Worth's Business Eauitv Division
website.
Step 2: Request bids from Business Equity Firms to provide goods or services at least 10
calendar days before bid opening.
Step 3: Submit the following two (2) forms:
a. Utilization Plan
b. Letter(s) of Intent
B. Prove a Good Faith Effort
Show attempt to hire Business Equity Firms to meet or exceed the goal, but was unsuccessful.
This can occur in two (2) ways:
1) Bidder proposes a smaller Goal
Step 1: Obtain a listing of Business Equity Firms by completing the "Request for Listing of
Certified Firms Form" located at the City of Fort Worth's Business Eauitv Division
website.
Step 2: Request bids from Business Equity Firms to provide goods or services at least 10
calendar days before bid opening.
Step 3: Submit the following three (3) forms:
a. Utilization Plan
b. Letter(s) of Intent
c. Good Faith Effort
2) Bidder proposes a 0% Goal
Step 1: Obtain a listing of Business Equity Firms by completing the "Request for Listing of
Certified Firms Form" located at the City of Fort Worth's Business Eauitv Division
website.
Step 2: Request bids from Business Equity Firms to provide goods or services at least 10
calendar days before bid opening.
Step 3: If unsuccessful, submit Good Faith Effort Form. Please see Ordinance &20-370 (a)
page for requirements of an acceptable Good Faith Effort.
C. Prove that the Bidder Can Perform the Service and Provide all Materials on the Project
as the Prime Contractor
Bidder must show that the Bidder is providing all of the goods and services through their own
company and that there are no goods or services provided by a third party or an affiliate.
Bidder will not purchase any supplies or inventory from a third party.
Step 1: Must submit Prime Contract Waiver Form
D. Create a Joint Venture with a Business Equity Firm
At least one or both of the firms must be a Business Equity Firm
Step 1: Must submit Joint Venture Form
DEADLINE TO SUBMIT REQUIRED DOCUMENTS AND FORMS
Bidders must submit sealed bids to be opened at the date, time, and place stated in the solicitation for
the public opening of bids. Faxed copies will not be accepted.
FREQUENTLY ASKED QUESTIONS
1. If I am Business Equity Firm, can I count my performance of the bid?
Answer. A Business Equity Prime Contractor can count its self -performance towards meeting the
Business Equity Goal for the assigned North American Industry Classification System (NAICS)
commodity codes on its Minority Business Enterprise (MBE) or Women Business Enterprise (WBE)
certification.
2. What if I am a Business Equity Firm, but I am unable to self perform all work or provide all of the
goods under the bid, can I count my performance under the Bid?
Answer. If the Business Equity Prime cannot self -perform all of the work, it will be accountable for
subcontracting with certified firms to meet the overall goal. Business Equity Firms that qualify under
the "Significant Business Presence" definition may count in the Program upon approval of DVIN-BE.
3. This bid does not have a set amount that the City will purchase from the Awarded Bidder, how do I
complete the form?
Answers:
a. For a low bid procurement, the lowest bidder shall submit a Utilization Plan no laterthan 2:OD PM
on the third business day after bids are opened detailing all Subcontractors the Contractor intends
to utilize in its performance of a Contract. Contractors that are Business Equity Firms may count
their self -performed services towards meeting a Business Equity Goal.
b. For a Best Value procurement, all bidders who wish to be considered for evaluation scoring shall
submit a Utilization Plan by 2:00 PM on the third business day after the bids are opened detailing
all Subcontractors the Contractor intends to utilize in its performance of a Contract. Contractors
that are Business Equity Firms may count their self -performed services towards meeting a
Business Equity Goal.
c. Non-com oliance. If the lowest bidder for a low bid procurement or any bidder for a Best Value
procurement does not timely submit its Utilization Plan with the required documents, that bidder
will be deemed Non -Responsive. For a low bid procurement, the City will notify the next lowest
bidder who shall then submit a Utilization Plan with required documents no later than 2:00 PM on
the third business day after the bidder receives notification. This process will be followed until a
bidder submitting the required documents is selected.
DEFINITIONS
Business Equity Firm means an Independent Firm that is a Certified minority- and/or women -owned
business enterprise (M/WBE) with a Significant Business Presence in the City's Marketplace.
Business Equity Goal means a calculation prepared by the DVIN-BE that includes all the following
factors: the detailed cost estimate of the work to be performed, or goods purchased; the 6-county
Marketplace; the availability of Business Equity Firms and non -Business Equity Firms in the Marketplace
determined ona Contract -by -Contract basis; and the subcontracting/supplier opportunities of each
project.
Certified means those firms identified by the North American Industry Classification System (NAICS)
that have been determined to be a bona fide MBE or WBE by the North Central Texas Regional
Certification Agency (NCTRCA), the Dallas/Fort Worth Minority Supplier Development Council (DFW
/MSDC), Women's Business Council -SW (WBCS), Texas Department of Transportation (TxDOT) or
another certifying agency that the DVIN-BE may deem appropriate and accepted by the City of Fort
Worth.
DVIN-BE means the City's Department of Diversity and Inclusion — Business Equity Division
Good Faith Efforts means the actions undertaken by a Contractor and approved by DVIN-BE as
described inthe Business Equity Ordinance U0-370 (g).
Joint Venture means a business entity formed by two or more independent Persons for the purpose of
pursuing a common objective, such as a prime contract. The resulting business entity has additional
resources and capacity, enhancing its ability to compete for larger awards. Ajoint venture is generally
characterized by shared ownership, shared returns and risks, and shared governance. In a joint venture,
the prime managing partner holds 51 % or more interest in the business. Partner(s) hold less than 51 %
interest but in most cases, not less than 20%.
Marketplace means the geographic area as defined by the City's most current Disparity Study (i.e.,
Tarrant, Dallas, Denton, Johnson, Parker and Wise counties).
Responsive means that a Person is compliant with the requirements of the Business Equity Ordinance.
Significant Business Presence means a Person (1) which has its principal place of business located
inside the Marketplace; (2) which has its principal place of business located outside the Marketplace but
has been verified to be in existence for a minimum of 24 months and from which at least 20% of the
business's workforce is based in the Marketplace; or (3) which has cumulative business receipts
greater than $1,000,000 for work done in the Marketplace since January 1, 2013.
Utilization Plan means the list of Business Equity Firms that a Contractor commits will be utilized to
meet the Business Equity Goal for a specific project, the scopes of the work and the dollar values or the
percentages of the work to be performed.
VIOLATIONS AND SANCTIONS
1. Failure to comply with the City's Business Equity Ordinance will result in the bid being
considered "Non -Responsive."
2. Failure to submit the required Business Equity forms and documentation will result in the bid being
considered non -responsive and a "written warning" letter that may impact the Offeror's evaluation scoring
on future City bid opportunities for up to 12 months, refer to Ordinance �20-373 on VIOLATIONS AND
SANCTIONS for continued offenses or failures to comply.
If you have any questions, contact Department of Diversity & Inclusion, Business Equity Division
Email: DVIN_BE@fortworthtexas.gov I Phone: 817-392-2674
City of Fort Worth
Foxr WORTH Business Equity Utilization Form
Disadvantaged Business Enterprise Utilization Form (Applicable if Federally-Fundedl
PRIME/OFFEROR/OWNER
COMPANY NAME:
PROJECT NAME:
ATTACHMENT 1A
Page 1 of 4
PROJECT NUMBER: BID DATE: City's Business Equity Goal: Offeror's Business Equity (or DBE)
(Check if addressing DBE Goal) % Commitment: %
Check all applicable boxes to describe Not Certified MBE WBE DBE HUB �VOSB Section 3
Prime/Offeror/Owner's Classification:
Certifying Agency: ❑ NCTRCA [—]D/FW MSDC �TX DOT WBCS Other:
Ethnicity: ❑African American 1-1 Hispanic Caucasian 1-1 Asian ❑ Native American Gender: ❑Male ❑Female11 Non -Binary
Definitions: Business Equity Firm: Certified MBE Minority Business Enterprise or WBE Women Business Enterprise DBE: Disadvantaged Business Enterprise
HUB: Historically Under Utilized Business VOSB: Veteran Owned Small Business Section 3: Certified Housing Urban Development Vendors
ALL BUSINESS EQUITY FIRMS MUST BE CERTIFIED BEFORE CONTRACT AWARD
Failure to complete this form, in its entirety, and received by the Purchasing Division no later than 2:00 p.m. on the third City business day after bid opening, exclusive of bid opening date,
will result in the bid being considered non -responsive to bid specifications. Exception: CFA, ICA, and CDBG proiects, documents will be submitted to the ON Proiect Manager if nil
bid or to the Developer if privately bid.
The undersigned Prime/Offeror agrees to enter into a formal agreement with the Business Equity firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the
City of Fort Worth (Exception: Developer proiects). 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.
Business Equity firms listed toward meeting the project goal must be located in the City's marketplace at the time of bid or the business has a Significant Business Presence in the
Marketplace. The marketplace is the Citv of Fort Worth including portions of Denton. Parker. Wise, and all of Tarrant. Dallas. and Johnson coup
Certified means those Business Equity Firms, located within the Marketplace, that have been determined to be a bona -fide minority or women business enterprise by the
North Central Texas Regional Certification Agency (NCTRCA), Dallas/Fort Worth Minority Supplier Development Council (D/FW MSDC) and Women's Business Council -Southwest
(WBCS).
If hauling services are utilized, the Prime/Offeror will be given credit as long as the Business Equity firm listed owns and operates at least one fully licensed and operational truck to be
used on the contract. The Business Equity firms may lease trucks from another Business Equity firm, including Business Equity owner -operated, and receive full Business Equity
credit. The Business Equity firm may lease trucks from non -Business Equity firms, including owner -operated, but will only receive credit for the fees and commissions earned by the
Business Equity as outlined in the lease agreement.
Federally -funded Projects (ONLY), Counting DBE Participation: If materials or supplies are obtained from a DBE manufacturer, count 100 percent of the cost of the materials or
supplies towards the goal. If the materials or supplies are purchased from a DBE regular dealer, count 60 percent of the cost of the materials and supplies toward the DBE goal. When
materials or supplies are purchased from a DBE neither a manufacturer nor a regular dealer, count the entire amount of fees or commissions charged for assistance in the
procurement of the materials and supplies or fees or transportation charges for the delivery of the materials or supplies delivered to the job site. In all cases, the Prime/Offeror is
responsible to identify the amounts to be used toward the committed DBE goal. Note: For DBE Goals, 60% of the services count towards the goal.
Effective 01/01/2021
ATTACHMENT 1A
FORT WORTH
wop" Business Equity Utilization Form Page 2 Ufa
Please note that only certified Business Equity firms will be counted to meet the Business Equity goal. Prime/Offerors are required to identify ALL subcontractorsisuppliers,
regardless of status; i.e., Business Equity firms and non -Business Equity firms. Prime/Offerors must identify by tier level all suboontractors%suppliers. Tier: means the level of
subcontracting below the Prime/Offeror i.e. a direct payment from the Prime/Offeror to a subcontractor is considered 1 st tier, a payment by a subcontractor to its supplier is considered
2nd tier. Business Equity firms are to be listed before non -Business Equity firms. The Prime/Offeror is responsible to provide proof of payment of all tiered sub-contractors/suppliers
identified as a Business Equity firm and counting those dollars towards meeting the contract committed goal.
Certified Business Equity Prime/Offeror Contractors counting their self -performance towards meeting the contract goal, must be certified within those NAICS commodity codes with a
certifying agency acceptable by the City of Fort Worth. Certified Business Equity Prime/Offeror counting self -performing services towards the goal, the service(s) to be performed
should be listed first on the Utilization form.
Check this box❑if certified Prime Contractor services will be counting towards the Business Equity contracting goal. Please list services first below.
Please list certified Business Equitv firm names as listed on their certification, including DBA names.
NAMES AND ADDRESSES OF
CONTRACTORS/SUPPLIERS
Business Name:
Address:
Phone:
Email:
Contact Person:
Business Name:
Address:
Phone:
Email:
Contact Person:
Business Name:
Address:
Phone:
Email:
Contact Person:
TYPE OF SERVICES/SUPPLIES Specify Tier
PROVIDED (NAICS Required) Name 1st Tier
Type of Service/Supplies:
NAICS Code:
$ AMOUNT:
Type of Service/Supplies:
NAICS Code:
$ AMOUNT:
Type of Service/Supplies:
NAICS Code:
$ AMOUNT:
Certification Agency
Certified By:
/FW MSDC
❑NCTRCA
❑TXDOT []WBCS
Other:
Certified By:
ODFW MSDC
NCTRCA
❑TXDOT ❑WBCS
Other:
Certified By:
❑DFW MSDC
❑NCTRCA
IITXDOT ❑WBCS
Other:
Gender and Ethnicity:
❑ Male nFemale Non -Binary
African American Hispanic
Asian
Caucasian Native
American
❑ Male 11 Female ❑ Non -Binary
African American ❑ Hispanic
Asian
Caucasian Native
American
Male nFemale ❑ Non -Binary
African American
Asian
Caucasian
Hispanic
Native
American
Effective 01/01/2021
Updated 03/24/2022
PORT WORTH
Business Equity Utilization Form
Please include multiple copies of this page if needed to list all contractors and suppliers.
NAMES AND ADDRESSES OF
CONTRACTORS/SUPPLIERS
Business Name:
Address:
Phone:
Email:
Contact Person:
Business Name:
Address:
Phone:
Email:
Contact Person:
Business Name:
Address:
Phone:
Email:
Contact Person:
Business Name:
Address:
Phone:
Email:
Contact Person:
TYPE OF SERVICES/SUPPLIES
PROVIDED (NAICS Required)
Type of Service/Supplies:
NAICS Code:
$ AMOUNT:
Specify Tier Certification Agency
Name 1st Tier
ATTACHMENT 1A
Page 3 of 4
Gender and Ethnicity:
Certified By: ❑ Male Female Non -Binary
�:]D/FW MSDC
African American Hispanic
-INCTRCA
�TXDOT �1NBCS ❑Asian
Other: Caucasian Native
American
Type of Service/Supplies: Certified By: Male RFemale ❑ Non -Binary
ODFW MSDC
❑African American Hispanic
]NCTRCA
NAICS Code: _7TXDOT [�BCS Asian
Other: DCaucasian DNative
$ AMOUNT: American
Type of Service/Supplies: Certified By: 11 Male Demale 1-1 Non -Binary
F*�DFW MSDC
❑
�NCTRCA African American Hispanic
NAICS Code: nTXDOT ❑WBCS ❑Asian
11 Other: n Caucasian Native
$ AMOUNT: American
Type of Service/Supplies: Certified By: Male11 Female ElNon-Binary
F-IDFW MSDC
FINCTRCA African American RHispanic
NAICS Code: 11TXDOT WBCS ❑Asian
Other: Caucasian Native
$ AMOUNT: American
Effective 01/01/2021
Updated 03/24/2022
FORT WORTH
Business Equity Utilization Form
Total Dollar Amount of Certified Prime/Offeror Services towards contract goal $
Total Dollar Amount of Business Equity (or DBE if applicable) Subcontractors/Suppliers $
Total Dollar Amount of Non -Business Equity Subcontractors/Suppliers $
TOTAL DOLLAR AMOUNT OF CERTIFIED PRIME/ALL SUBCONTRACTORS/SUPPLIERS $
ATTACHMENT 1A
Page 4 of 4
The Prime/Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Business Equity Division
through the submittal of a Request for Approval of Change/Addition online. 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 Prime/Offeror shall submit a detailed explanation of
how the requested change/addition or deletion will affect the committed Business Equity goal. If the detail explanation is not submitted, it will affect
the final compliance determination.
By affixing a signature to this form, the Prime/Offeror further agrees to provide, directly to the City upon request, complete and accurate information
regarding actual work performed by all subcontractors, including non -Business Equity firms. The Prime/Offeror also agrees to allow an audit and/or
examination of any books, records and files held by their company. The Prime/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 Business Equity firms on this contract, by an authorized officer or employee of the City. A Prime/Offerer who intentionally and/or
knowingly misrepresents material facts shall be Debarred for a period of time of not less than three (3) years.
Authorized Signature
Title
Company Name
Address
City/State/Zip Code
Printed Signature
Contact Name and Title (if different)
Phone Number
Email Address
Date
Department of Diversity and Inclusion - Business Equity Division
Email: DVIN_BEOffice@fortworthtexas.gov
oti• 047 ONAn I)C7A
Effective 01 /01/2021
Updated 03/24/2022
FORT WORTH
OFFEROR COMPANY NAME:
PROJECT NAME:
City's MBE Project Goal:
City of Fort Worth
Business Equity (MIWBE) Specifications
Prime Contractor Waiver Form
Offeror's MBE Project Commitment:
ATTACHMENT 1 B
Page 1 of 1
Check applicable block to describe Prime
!i I I NON-MWBE
616 DATE
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 b th answers are yes.
Failure to complete this form in its entirety and be received by the Purchasina Division no later than 2:00-
p.m.. on the second City business day after bid oaenina, 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?
YES
If yes, please provide a detailed explanation that proves based on the size and scope of this
NO
Project, this is your normal business practice and provide an operational profile of your business.
Will you perform this entire contract without suppliers?
YES
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. 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 certified M/WBE(s) on this contract, the payment
thereof and any proposed changes to the original M/WBE(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/WBEs 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 oarticioatinq in City work for a period of time not less than one (1) year.
Authorized Signature
Title
Company Name
Address
City/State/Zip
Printed Signature
Contact Name (if different)
Phone Number Fax Number
Email Address
Date
Business Equity Division
Rev. 3/13/2022
Email: DVIN_BEOffice@fortworthtexas.gov Phone:
(817)392-2674
FORT WORTH. City of Fort Worth ATTACHMENT 1C
Business Equity Division Page 1 of 4
Good Faith Effort Form
PRIME/OFFEROR
COMPANY NAME:
PROJECT NAME:
IBusiness Equity Goal:
Offeror's Business Equity Goal Commitment:
%
Check applicable box to describe
Prime/Offeroes Certification
isrness Equ von-Buslness
Firm ❑ I' quity Firm
BID DATE
PROJECT NUMBER
If the Offeror did not meet or exceed the Business Equity Goal for this project, the Prime/Offeror must complete
this form.
If the Prime/Offeror's method of compliance with the Business Equity Goal is based
upon demonstration of a "Good Faith Effort", the Prime/Offeror will have the burden of
correctly and accurately preparing and submitting the documentation required by the
City. Compliance with each item, 1 thru 10 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 Prime/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 third City business day after bid opening, exclusive
of bid opening date, will result in the bid being considered non -responsive to bid specifications.
Exception: CFA, ICA, and CDBG projects, documents will be submitted to the City Project Manager if
publicly bid or to the Developer if privately bid.
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 Business Equity firm or non -Business
Equity firm. (DO NOT LIST NAMES OF FIRMS). On all projects, the Prime/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
Effective 03/15/2022
ATTACHMENT IC
Page 2 of 4
2.) Obtain a current (not more than two (2) months old from the bid open date) list of Business Equity
subcontractors and/or suppliers from the City's Business Equity Division.
❑ Yes
❑ No
Date of Listing
3.) Did you solicit bids from Business Equity firms, within the subcontracting and/or supplier areas
previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the
bids are opened?
❑ Yes (If yes, attach list to include name of Business Equity firm, person contacted, phone number and date and time of contact.)
No
4.) Did you solicit bids from Business Equity firms, within the subcontracting and/or supplier areas
previously listed, at least ten calendar days prior to bid opening by fax, exclusive of the day the bids are
opened?
Yes (if yes, attach list to include name of Business Equity firm, fax number and date and time of contact. In addition, if the fax is
returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the facsimile for
proper documentation. Failure to submit confirmation and/or "undeliverable confirmation" documentation may render the
No GFE non -responsive.)
5.) Did you solicit bids from Business Equity firms, within the subcontracting and/or supplier areas
previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are
opened?
Yes (If yes, attach email confirmation to include name of Business Equity firm, date and time. In addition, if an
email is returned as undeliverable, then that "undeliverable message" receipt must be printed directly from the
❑ No email system for proper documentation. Failure to submit confirmation and/or "undeliverable message"
documentation may render the GFE non -responsive.)
NOTE: The three methods identified above are acceptable for soliciting bids, and each selected
method must be applied to the applicable contract. The Prime/Offeror must document that either at
least two attempts were made using two of the three methods or that at least one successful contact was
made using one of the three methods in order to deemed responsive to the Good Faith Effort requirement.
NOTE: The Prime/Offeror must contact the entire Business Equity list specific to each
subcontracting and supplier opportunity to be in compliance with questions 3 thru 5.
6.) Did you provide plans and specifications to potential Business Equity firms?
❑ Yes
No
7.) Did you provide the information regarding the location of plans and specifications in order to assist
the Business Equity firms?
Yes
❑ No
Effective 03/15/2022
ATTACHMENT 1C
Page 3 of 4
8.) Did you prepare a quotation for the Business Equity firms to bid on goods/services specific to their
skill set?
❑ Yes (If yes, attach all copies of quotations.)
❑ No
9.) Was the contact information on any of the listings not valid?
(If yes, attach the information that was not valid in order for the Business Equity Division to address
Yes the corrections needed.)
❑ No
10.) Submit documentation if Business Equity firms quotes were rejected. The documentation submitted
should be in the firms forms of an affidavit, include a detailed explanation of why the Business Equity firms
was rejected and any supporting documentation the Prime/Offeror wishes to be considered by the City. In the
event of a bona fide dispute concerning quotes, the Prime/Offeror will provide for confidential in -camera
access to an inspection of any relevant documentation by City personnel.
(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
Business Equity firm participation on this project.
The Prime/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 Prime/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.
A Prime/Offeror who intentionally and/or knowingly misrepresents material facts shall be
Debarred for a period of time of not less than three (3) years.
Effective 03/15/2022
ATTACHMENT 1C
Page 4 of 4
The undersigned certifies that the information provided and the Business Equity firms
listed was/were contacted in good faith. It is understood that any Business Equity firms
listed in Attachment 1 C will be contacted and the reasons for not using them will be
verified by the City's Business Equity Division.
Authorized Signature
Title
Company Name
Address
City/State/Zip
Business Equity Division
Email: DVIN_BEOffice@fortworthtexas.gov
Phone: (817) 392-2674
Printed Signature
Contact Name and Title (if different)
Phone Number
Email Address
Date
Effective 03/15/2022
FORT WORTH.,
4**
Name of City project:
1. Joint venture information:
Joint Venture Name:
Joint Venture Address:
(If applicable)
Telephone:
Cellular:
CITY OF FORT WORTH
M/WBE Joint Venture Eligibility Form
AU questions must be answered; use "NIA "if not applicably
A joint venture form must be completed on gNh project
RFPBid/Purchasing Number:
Facsimile: I E-mail address:
Identify the firms that comprise the joint venture:
Joint Venture
Page 1 of 3
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/WBE firm I Non-M/WBE firm
name: name:
Business Address: Business Address:
City, State, Zip: City, State, Zip:
Telephone Facsimile E-mail
Cellular
Certification Status:
Name of Certifying Agency:
2. Scope of work performed by the Joint Venture:
Describe the scope of work of the M/WBE:
Telephone Facsimile
Cellular
E-mail address
Describe the scope of work of the non-M/WBE:
Rev. 2/13/19
Joint Venture
Page 2 of 3
3. What is the percentage of MIWBE participation on this joint venture that you wish to be counted toward
meeting the project goal?
4. Attach a copy of the joint venture agreement.
5. 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 Business Equity Division will review your joint venture submission and will have final
approval of the M/WBE 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 Business Equity Division 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 Business Equity Ordinance 25165-10-2021 .
Rev. 2/13/19
Joint Venture
Paqe 3 of 3
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
Office of Business Diversity
Email: mwbeoffice@fortworthtexas.gov
Phone: (817) 392-2674
(seal)
Rev. 2/13/19
GC-6.07 Wage Rates
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
2013 PREVAILING WAGE RATES
(Heavy and Highway Construction Projects)
CLASSIFICATION DESCRIPTION
Wage Rate
Asphalt Distributor Operator
$
15.32
Asphalt Paving Machine Operator
$
13.99
Asphalt Raker
$
12.69
Broom or Sweeper Operator
$
11.74
Concrete Finisher, Paving and Structures
$
14.12
Concrete Pavement Finishing Machine Operator
$
16.05
Concrete Saw Operator
$
14.48
Crane Operator, Hydraulic 80 tons or less
$
18.12
Crane Operator, Lattice Boom 80 Tons or Less
$
17.27
Crane Operator, Lattice Boom Over 80 Tons
$
20.52
Crawler Tractor Operator
$
14.07
Electrician
$
19.80
Excavator Operator, 50,000 pounds or less
$
17.19
Excavator Operator, Over 50,000 pounds
$
16.99
Flagger
$
10.06
Form Builder/Setter, Structures
$
13.84
Form Setter, Paving & Curb
$
13.16
Foundation Drill Operator, Crawler Mounted
$
17.99
Foundation Drill Operator, Truck Mounted
$
21.07
Front End Loader Operator, 3 CY or Less
$
13.69
Front End Loader Operator, Over 3 CY
$
14.72
Laborer, Common
$
10.72
Laborer, Utility
$
12.32
Loader/Backhoe Operator
$
15.18
Mechanic
$
17.68
Milling Machine Operator
$
14.32
Motor Grader Operator, Fine Grade
$
17.19
Motor Grader Operator, Rough
$
16.02
Off Road Hauler
$
12.25
Pavement Marking Machine Operator
$
13.63
Pipelayer
$
13.24
Reclaimer/Pulverizer Operator
$
11.01
Reinforcing Steel Worker
$
16.18
Roller Operator, Asphalt
$
13.08
Roller Operator, Other
$
11.51
Scraper Operator
$
12.96
Servicer
$
14.58
Small Slipform Machine Operator
$
15.96
Spreader Box Operator
$
14.73
Truck Driver Lowboy -Float
$
16.24
Truck Driver Transit -Mix
$
14.14
Truck Driver, Single Axle
$
12.31
Truck Driver, Single or Tandem Axle Dump Truck
$
12.62
Truck Driver, Tandem Axle Tractor with Semi Trailer
$
12.86
Welder
$
14.84
Work Zone Barricade Servicer
$
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
Wage Rate
AC Mechanic
$
25.24
AC Mechanic Helper
$
13.67
Acoustical Ceiling Installer
$
16.83
Acoustical Ceiling Installer Helper
$
12.70
Bricklayer/Stone Mason
$
19.45
Bricklayer/Stone Mason Trainee
$
13.31
Bricklayer/Stone Mason Helper
$
10.91
Carpenter
$
17.75
Carpenter Helper
$
14.32
Concrete Cutter/Sawer
$
17.00
Concrete Cutter/Sawer Helper
$
11.00
Concrete Finisher
$
15.77
Concrete Finisher Helper
$
11.00
Concrete Form Builder
$
15.27
Concrete Form Builder Helper
$
11.00
Drywall Mechanic
$
15.36
Drywall Helper
$
12.54
Drywall Taper
$
15.00
Drywall Taper Helper
$
11.50
Electrician (Journeyman)
$
19.63
Electrician Apprentice (Helper)
$
15.64
Electronic Technician
$
20.00
Floor Layer
$
18.00
Floor Layer Helper
$
10.00
Glazier
$
21.03
Glazier Helper
$
12.81
Insulator
$
16.59
Insulator Helper
$
11.21
Laborer Common
$
10.89
Laborer Skilled
$
14.15
Lather
$
12.99
Metal Building Assembler
$
16.00
Metal Building Assembler Helper
$
12.00
Metal Installer (Miscellaneous)
$
13.00
Metal Installer Helper (Miscellaneous)
$
11.00
Metal Stud Framer
$
16.12
Metal Stud Framer Helper
$
12.54
Painter
$
16.44
Painter Helper
$
9.98
Pipefitter
$
21.22
Pipefitter Helper
$
15.39
Plasterer
$
16.17
Plasterer Helper
$
12.85
Plumber
$
21.98
Plumber Helper
$
15.85
Reinforcing Steel Setter
$
12.87
Page 1 of 2
Reinforcing Steel Setter Helper
$
11.08
Roofer
$
16.90
Roofer Helper
$
11.15
Sheet Metal Worker
$
16.35
Sheet Metal Worker Helper
$
13.11
Sprinkler System Installer
$
19.17
Sprinkler System Installer Helper
$
14.15
Steel Worker Structural
$
17.00
Steel Worker Structural Helper
$
13.74
Waterproofer
$
15.00
Equipment Operators
Concrete Pump
$
18.50
Crane, Clamsheel, Backhoe, Derrick, D'Line Shovel
$
19.31
Forklift
$
16.45
Foundation Drill Operator
$
22.50
Front End Loader
$
16.97
Truck Driver
$
16.77
Welder
$
19.96
Welder Helper
$
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
GR-01 60 00 Product Requirements
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: WSM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
FORT WORTH
�r
or
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
than 15 inch diameter shall be aooroved for use by the Water Department on
Updated: 03/29/2022
y$awrirr�tlMllai![larrrt�okFi
3305 13
Urethane Hvdroohllic Waterston
min
Asahi K— K.K.
j f,.
Adeka Ultra -Seal P-201
i
ASTM D2240/D4I2/D792
.
07/23/97
04/26.100
3305 13
Offset Joint for 4' Diam. MH
Hanson Concrete Products
Drawing No. 3541048-001
04/26/00
3305 13
Profile Gasket for 4' Diam. MR
Press -Seal Gasket Corn.
2504G Gasket
ASTM C443/C-361
SS MH
1/26/99
3305 13
HDPE Manhole Adiustment Rines
Ladtech, Inc
HDPE Adjustment Rine
Traffic and Non -traffic area
5/13/05
330513
Manhole External Wran
Canese - CPS
W—dSeal Manhole Encapsulation System
1 /26/99
333913
Fiberglass Manhole
FluidContainment, Inc.
PbwNfeAS'fM37
'
33
NaRarlisxs .. .
08,30,06
333913
Fiberglas. Manhole
L.F. Manufaeturine
Noa'veftam
•
33 OS 13
Manhole Frames and Covers
Western Iron Works. Bass & Hays Foundry
loot
24"a40" VID
•
33 05 13
Manhole Frames and Coven
Western Iron Works, Hass & Hays Foundry
30024
24" Dia.
•
3305 13
Manhole Frames and Covers
McKinlev Iron Works Inc.
A 24 AM
24" Dia.
08/24/18
3305 13
Manhole Frames and Covers
Neenah Foundry
R-1272
ASTM A48 & AASHTO M306
24" Dia.
08/24,18
3305 13
Manhole Frames and Covers
Neenah Foundry
R- 165-LM (Hinged)
ASTM A48 & AASHTO M306
24" Dia.
08/24/18
33 05 13
Manhole Frames and Covers
Neenah Foundry
NF 1274
ASTM A48 & AASHTO M306
30" Dia.
08/24/18
33 05 13
Manhole Frames and Coven
Neenah Foundry
R-1743-LM (Hinged)
ASTM A48 & AASHTO M306
30" dia.
330513
'Manhole Frames and Covers
Sigma Coroaahon
MH-144N
3305 13
Manhole Frames and Covers
Sigma Coreaation
MH-143N
3305 13
Manhole Frames and Covers
Pont-A-Mousson
OTS-STD
24" dia.
3305 13
Manhole Frames and Covers
Neenah Casting
24"di..
10/31/06
33 05 13
Manhole Frames and Covers (Hinged)
Powersral
Hinged Ductile Iron Manhole
ASTM A536
24" Dia
725103
3305 13
Manhole Frames and Covers
S-1-G bein Pipeli[res (Pamrexirexus)
RE32-RSF5
30" Dia.
01/3f /06
3305 13
Dia. MH Rine and Cover
East Jordan Iron Works
V 1432-2 and V1483 Designs
AASHTO M306-04
30" Dig,
11/02/10
3305 13
J30"
130" Dja. MH Rine and Cover
Sigma Cmnoration
MH 1651 FWN & MH 16502
30" Dia
07/19/11
3305 13
130" Dia. MH Rine and Cover
Star Pine Products
MH32FTWSS-DC
30" Die
08/10/11
33 05 13
130" pia. MH Rine and Cover
Accucas[
220700 Heaw Dutv with Gasket Ring
30" Dia
30" ERGO XL A—bly
10/14/13
3305 13
30" Dia. MH Rine and Cover (Hinged & Lockable)
East Jordan Iron Works
with Cam Lock/MPIC/T-Gasket
ASSHTO M105 & ASTM A536
30" Dia
06/01/17
3405 13
130" Dia. MH Rine and Cover (Hinged & Lockablei Cl
SIP Industries
2280 (32")
ASTM A 48
30" 13-
130-
CAP-ONE-30-FfW, Cane eit, w/ lack
I
09116/19
33 05 13
Dia. MH Rine and Cover
Ceinoosile Access Products, L.P.
w/o Hing
30" Dia.
IN07/21
3405 13
130" Dia. MH Rine and Cover
Trumbull Manufacturing
32"(30") Frame and Cover
30" Dia-
3 3 05 13
Manhole Frames and Covers
Pont -A -Monson
Pamtjght
24" Dia.
•
33 05 13
Manhole Frames and Covers
Neenah Casting
24" Dis.
•
3305 13
Manhole Frames and Covers
Western Iron Works,%. & Hasa Foundry
300-24P
24" Dia.
•
3305 13
Manhole Frames and Covers
McKinlev bon Works Inc. _
WPA24AM
24" Diu.
03/09/00
3305 13
Manhole Frames and Covers
Accucast
RC-2100
ASTM A 49
24" Dia.
04/20/01
3305 13
-Manhole Frames and Covers
(S I P)Serampore Industries Private Ltd.
300-24.23.75 Rine and Cover
ASTM.A 48
24" Dia.
•
33 39 10
Manhole, Precast Concrete
Hvdro Conduit Core
SPL Item #49
ASTM C 478
48"
•
3339 10
Manhole, Precast Concrete
Wall Concrete Pi. Co. Inc.
ASTM C-443
48"
09/23/96
33 39 10
Manhole, Precast Concrete
Concrete Product Inc
48" I.D. Manhole w/ 32" Cone
ASTM C 478
48" w/32" cone
05/09/18
3339 10
Manhole, Precast Concrete
The Turner Commnv
48". 60" I.D. Manhole w/ 32" Cone
ASTM C 478
48", 60"
10/27/06
3339 10
Manhole, Precast Concrete
Oldcastle Precast Inc.
48" I.D. Manhole w/ 24" Cone
ASTM C 478
48" Diam w 24" Rine
06/09/10
3339 10
Manhole, Precast (Reinforced Poivmcr)Cmacte
US Composite Pi-
Reinforced Polymer Concrete
ASTM C-76
48" to 72"
09/06/19
33 39 20
Manhole, Precast Concrete
Forterra Pope and Precast
60" & 72" LD. Manhole w/32" Cone
ASTM C-76
60" & 72"
10/07/2)
32 39 20
Manhole. Precast Concrete
Fin— Pipe and Precast
49" I.D. Manhole w/32" Cone
ASTM C-77
48"
10/07/21
33 39 20
Manhole. Precast (Reinforced Polvmcr) Concrete
Annorock
48" & 60" I.D. Manhole w/32' Cone
48" & 60"
10/07/21
333920
Manhole, Precast (Hybrid) Polymer & PVC
Predl Svstems
48" & 60" LD. Manhole w/32" Cone
48" & 60" Non Traffic Areas
Benner
-MtnialeaSAW
•
EI-t4
Manhole Rehab Systems
(k dex
_
04'23/01
EI-14
Manhole Rehab Systems
Standard Cement Materials, Ine.
Refiner MSP
EI-14
Manhole Rehab Svstems
AP/M Permaform
4/20/01
EI-14
Manhole Rehab System
Strong Comwnv
Strong Seal MS2A Rehab System
5/12/03
EI-14
Manhole Rehab Sve ern (Liner)
Poh,triolex Technoloeies
MH repair Product to stop infiltration
ASTM D5813
08/30/06
General Concrete Repair
FlexKrete Teehnoloejes
Vinvl Pole er Rwair Product
Mi.. Use
Y
I
"fir %
. +�■■�■■■�'�
05/20196
EI-14
Manhole Rehab Systems
Surin—i.
Spray Wall Polwrethane Coating
ASTM D639/13790
•
EI-14
Manhole Rehab Svstems
Sun Coast
For Exterior Coating of Concrete
12/14/01
Coating for Corrosion orateenon(Exterior)
F,RTEC'H
Series 20230 and 2100 (Amha[ic Emulsion)
Structures Only
0131/06
Coatings for Corrosion Protection
Cheaterten
Are 791. S1 HH, SL S2
Acid R-stanm Test
Sewer Aooliestions
8/28/20%
Ceaortgs for Cortosion Protection
Warren Environmental
S-301 and M-301
Sewer Applications
1�
1 08/30/06
Coatings for Corrosion Protection
Citadel
SIS-30 Solids Ett�yry
v
Sewer/�PPlicanons
33 05 16, 33 39 10,
RR&C Dampproofing Non-F'i ed Spray
For Exterior foaling ofConcnsc
03/19/18
333920
Coatine for Corrosion orotection(Exterior)
Sherwin Williams
Grade(Asehatic Emulsion)
Structures Only
• From Original Standard Products List 1
CITY OF FORT WORTH
FORT WORTH. WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03129/2022
Note: All water or sewer I e
lac gr than 15 inch diameter shall be a
roved for use W the Water-Deriartment on a nro act s ecific basis. S ecial beddin ma be re wired for some i es.
•
3305 13
Manhole Insert
Knutson Enterprises
Made to Order - Plastic
ASTM D 1248 For 24" dia.
•
3305 13
Manhole Insert
South Western Packaeme
Made to Order - Plastic
ASTM D 1248 For 24" dia.
•
3305 13
Manhole Insert
Notlow-InOow
Made to Order - Plastic
ASTM D 1249 For 24" dia.
09/23/96
33 05 13
Manhole Insert
Southwestern Packine & Seals, Inc.
LifeSaver - Stainless Steel
For 24" dia.
09/23/96
3305 13
Manhole Insert
Southwestern Packing & Seals, Inc.
Teth.U.1, - Stainless Steel
For 24" dia
11/04/02
* �
Steel Casing
� Band
Advanced and Systems, Inc.
.. e
SiteI Spacers, Model SI
_
07/02/93
Stainless Casmgae�r
Advanced Products and Systems Inc,
Stainless Simi Spacer, Model SSI
04/22187
Casing Spacers
Cascade Waic,—ks Manufacturing
Casing Spacers
09/14/10
Stainless Steel Casing Spacer
Pipeline Seal and Insulator
Stainless Steel Casing Spacer
Up to 48"
09/14/10
Cooled Steel Casin Spacers
Pipeline Seal and Insulator
Coated Steel Casio Spacers
Up to 48"
05110VI I
Stainless Steel Casing Spacer
Powersesl
41110 Powerchoek
Up to 48"
03YI9118
Casing Spacers
BWM
SS-12 Casing Spacer(Stainless Steep
M12 Cawing Spacer (Coated Carbon Steel)
03/19/18
Casing Spacers
B%M
f N-jr--i-e Pipe end Cxouted Casing
03/2W22 I
33 05 13
IC. -mg Spe9eas
I CC] Pipeline System
I CSC12, CSS12
1x,
•
33 11 10
Ductile Irm Pipe
08/24�18
33 11 10
Ductile Iron Pipe
O&IX18
33 11 10
Ductile Irm Pipe
•
3311 10
Ductile Irm Pipe
•
33 11 10
Ductile Irm Pipe
�
at r 4 Sewe
- tldHty 7,inr Marker (08/2d/2018) I
I
02/25/02
Fpoxy Janine Svetem
12/14/01
F,posv Linine System
04,114/05
Interim Ductile Iron Pipe Coatine
01/31/06
Costmes for Corrosion Protection
_ _13/28/2006 _
Coatings for Corrosion Protection
Griffin Pipe Products, Co. Super Bell-3'ite Ductile Iron Pressure Pipe, AW WA C150 C151
American Ductile Irm Pipe Co. American Fastne Pi (Bell SeeI�rPll A W WA CI50�151
American Ductile Iron Pi P� Co. American Flex Rine restrained Joint) AWWAC150,C151
U.S. Pipe and Foundry Ca AW WA C150, C151
Mc Wane Cast Iron Pipe Co. A W WA C150, 051
. •S.—isson.
, Inc
SewmGard 210RS
Brtech Technical Coatings
Frtech 2030 and 2100 Series
Induron
Protect. 401
Chesterton
Are 791. SI HB. S I, S2
Warren Environmental
S-301 and M-301
LA Count, 9210-1.33
ASTM B-117
Acid Resistance Test
3" thru 24"
4" thou 30"
4" thou 30"
Ductile Iron Pipe Only
Sewer Applications
Sewer Applications
l.Y ,
05,25 18 33-31-70 Air Release Valve F - - ARLASA-hra D025LTP02(Com—rie Body)
Mr
• FI-04 �Com,. Pipe. Reinforced Wall Concrete Pice Co. Inc. ASTM C 76
• EI.04 Cone. Pice, Reinfrced Hydro Conduit Corporation Class III T&G, SPL Item k77 ASTM C 76
• LI-04 Cane. Pine, Reinforced Hanson Concrete Products _ ASTM C 76
E1-04 ('one. Pita. Reinforced Concrete Pope &Products Co. Inc. ASTM C 76
SystemPIM Corporation I'nlyethvlme PIMCmp.,PiscauWay,111, Approved Previously
Mconnell Systems McLat Construction Polvethytene Houston, Texas Approved Previously
IT"R'S Systems Trmchless Replacement System P0lsdhvlme Calgary, Canada ADDroved Previously
7121/97 33 l 113 Cent Cast Fiberelsas (FRP) Hoban Pice USA, lot. Hobas Pipe (Nm•Pressmt) ASTM D3262/D3754
01/22/10 33 31 13 [Fiberglass Pipe (FRP) Amerm B—dareand RPMP Pice ASTM 133262/133754
04/09/21 IGlass-Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pipe (Flournw) ASTM D3262/D3754
4/14/05 lR0lymer Modified Concrete Pine Amnech USA Mever Polvcrete Pipe ASTM C33, A276, F477 8" to 1021 Class V
06109/10. - _ 131-9 Reinf cod Polymer Concrete Pipe US Comtweite Pice Reinforced Polymer Concrete Pine ASTM C-76 -
• Highdmsity polyethylene pipe Phillips Drisonvive. Inc. Omicore Mettle Polyethylene Ace ASTM D 1248 !"
• i ighdensity polyethylene pipe Plexm Inc. ASTM D 1248
• High -density polyethylene Dine Polly Pine, Inc. ASTM D 1248 8" 111
High -density polvethvlme pipe CSR Hon Hydro Conduit/Pimline Systems McConnell Pine areem Enlent ASTM D 1248 .— 1
I Z02'11 33-11-12 UR14 PVC Pennon Pipe Pipelife letsorcam 1 PVC Pressure Ape AWWA C900 4"d1ru 12"
10 2214 33-I I.12 DR-14 PVC Pressure Pipe Royal Building Products I Royal Seal PVC Pressure Pipe AW WA C900 4" thou I
• From Original Standard Products List 2
CITY OF FORT WORTH
FART WORTH:- WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03/2912022
Note: All water or sewer nine lareer than It; inrh diamerrr shall he annroved for use by the Water Department on a nroiec7 snecifir ha_ais_ Snecial heddina may he remri red for some nines_
• "
,.
.
•
33-31-20
PVC Sewer Pipe
J-M Manufacturine Co.. Inc. LIM Fagle)'
SDR-26
ASTM D 3 034
4" -15"
12/23/97•
33-31-20
PVC Sewer Five
Diamond Plastics Cerooration
SDR-26
ASTM D 3034
4" thin 15"
•
33-31-20
PVC Sewer Pine
Lamson VA. Pine
ASTM F 789
4" thin 15"
01/I8/I8
33-31-20
PVC Sewer Pive
Vmvhech PVC Roe
Gravity Sewn
ASTM D3034
4" thru 15"
11/11 /98
33-31-20
PVC Sewer Pine
Diamond Plastics Corporation
"S" Gravity Sewer Pive
ASTM F 679
18" to 27"
•
33-31.20
PVC Sewer Pive
J-M Manuhumnin¢ Co, Inc. (JM Ea¢le)
SDR 26/35 PS 115/46
ASTM F 679
18" - 28"
O9/11/12
33-31-20
PVC Sewer Pi
Pi fife Jet Stream
SDR-26 and SDR-35
ASTM F-679
18"
05/06/05
33-31-20
PVC Solid Wall Pipe
Diamond Plastics Corporation
SDR 26/35 PS 115146
ASTM F-679
18" to 48"
04/27/06
33-31-20
PVC Sewer Fittings
I larch
SDR-26 and SDR-35 Gasket Fittings
ASTM D-3034. D-1784, etc
4" - 15"
33-31-20
PVC Sewer Fittings
Plastic Trends, Imo.( Westlake)
Gasketed PVC Sewer Main Fittin¢a
ASTM D 3034
3/19/2018
33 31 20
PVC Sewer Five
Pirielife 1w Stream
SDR 35
ASTM F679
18"- 24"
3/19/2018
33 31 20
PVC Sewer Pi.
Pipehfe Jet Stream
SDR 26
ASTM D3034
4"- 15"
3/29/2019
33 31 20
Gasketed Fittings (PVC)
GPK Products, Inc.
SDR 26
ASTM D30341F-679
4"- 15"
10212020
33 31 20
PVC Sewer Five
NAPCO(Wepleke)
SDR 26
ASTM D3034
4" -15"
1022/2020
33 31 20
PVC Sewer Pice
Sanderson Pice Core.
SDR 26
ASTM D3034
4"- IS"
1012112020
33 31 20
PVC Sewer Pipe
NAPCO(Westlako)
SDR 2635 PS 115/46
ASTM F-679
18"- 36"
•
M
Cured in Place Roe
Insituform Texark, Inc
AST M F 1216
15/03/99
Cured in Place Roe
7Reynolds
National Enviracch Group
National Lima- (SPU Item #27
ASTM F-1216/D-5813
05/29/96
Cured in Place Pion
Inc/lih—', Tmhnd¢v (Inlina USA)
Inlina Technolo¢v
ASTM F 1216
•
Fold and Form Pipe
'• Cullum ,.ve Systems.'
Pi . Inc.
11/03/98
Fold and Fain Pice
Insituform Technologies. Inc.
Insituform "NuPlpe"
ASTM F-1504
Fold and Form Roe
American Pipe & Plastics. Inc.
Demo. Purpose Only
12/04/00
Fold and Form Pine
Ultralina
Ultralmer PVC Alloy Pipelines
ASTM F-1504. 1871. 1867
06/09/03
Fold and Form Pine
Miller Pineline Cap.
EX Method
ASTM F-1504. F-1947
Up to 18" dumaw
117791
EI00-2
PVC Sewer Five, Ribbed
L..— WIon Pi.
Carlon Vvlon H.C. Closed Profile Pies,
ASTM F 679
18" to 48"
09/26/91
EI00-2
PVC Sewer Pine, Ribbed
Extrusion Technologies. Inc.
Ultra -Rib Open Profile Sewer Pice
ASTM F 679
18" to 49"
E I00-2
PVC Sewer Five, Ribbed
Uoona ETI Cmnoanv
I I/10/10
IE100-2)
Polyoreovlene (PP) Sewer Pipe, Double Wall
Advanced Drainage Svatems (ADSI
SaniTite HP Double Wall (Cam¢ated)
ASTM F 2736
24"30"
l IA0/10
IEI00-2)
Polroroovlene (PP) Sewer Pine, Triple Well
Advanced Drainage Svstans (ADS)
SamTite HP Toole Wall Rve _
_ ASTM F 2764
30" to W'
05/16,11
Steel Reinforced Polvethvlene Pine
ConTech Construction Products
Do--.
ASTM F 2562 -
— 24 to 72"
F
01/18/18
33-12-10
Double Strati Saddle
R—
202NS NA. Coined
AWWA C800
1"-2"SVC. up to 24"Pice
08/28/02
Double Strati Saddle
Smith Blast
#317 Nvlon Coated Double Stran Saddle
OV23/12
33.12.10
Double Strati Service Saddle
Mueller Co nmanv
DR2S Double (SS) Strati DI Saddle
AWWA C800
1 %2" SVC, uv to 24" Pice
10/27/87
Curb St Ball Maw Valves
McDonald
6100M.6100MT & 610MT
3/4" and V
10/27/87
Curb Stool -Bell Meter Valves
McDonald
4603B_ 4604B, 6100M, 6100TM and 6101 M
I %" and 2"
FB600-7NL, FB1600.7-NL, FV23-777-W-NL,
5/25/2018
33-12-10
Curb Stops-8e11 Muter Valves
Ford Meta Box Co.. Ina
L22-77NL
AWWA C800
2"
F960O6N4 1`81600.6-I41_, F'V23.6WW-
1/25/2018
33-12-10
Curb Stool -Ball Meter Velvce
Ford Meter Box Co.. Inc.
NL, L22-66NL
AWWA C800
1-12"
FB60O4-N4 FB1600.4-N4 BI1.444-WR -
5/25/2018
33-12-10
-B
Curb Stoosall Meterves Val
Ford Meter Co., Inc.
NL, 822444-WR-NL, L28-44NL
AWWA C800
1'
B-2500ON, W24277N-3, W2020014-3, H.
AW WA C800, ANSF 61,-
1/25/2018
33-12-10
Curb Stows -Ball Meta Valves
Mueller Co.. Ltd.
ISOGON„ H-1552N, H142276N
ANSI/NSF 372 -
2"
B-25000N, B-20200N-3, B-24277N-3,H-
AWWA C800, ANSF 61,
1/25/2018
33-12-10
Curb Stool -Ball Meter Valves
MuellerCa.. Ltd
15000N, H-14276N, H-15525N
ANSIMSF 372
1-12"
B-2500014, W20200N-3,H-I5000N, H.
AWWA COCO, ANSF 61,
5/25/2018
33-12-10
Curb Stops -Ball Mww Valves
Mueller Co., Ltd.
15530N
ANSIMSF 372
1"
OV26100
Coated Tapping Saddle with Double SS Straps
1CM Industries, Inc.
#406 Double Band SS Saddle
I"-2" Taps on up to 12"
0/521/12
33-12-25
Taooinst Sleeve (Coated Steel)
1C'M Industries. Inc.
412 Tapping Sleeve ESS
AWWA C-223
Up to 30" w/12" Out
03/29/22
33-12-25
Tanning Slave (Coated or Stainless Steel)
JCM Industries. Inc.
415 Tapping Sl—
AWWA C-M
Cvncrew Pipe Only
05110,11
Tapping Slave (Stainless Stall
P—c-sral
3490AS (Flaneet & 3490MJ
4"-8" and 16"
02/29/12
33-12-25
Tracing Sloeve (Coated Stall
Romu
FTS 420
AWWA C-223
U v to 42" w24" Out
1�
1 02,29/12
33-12-25
Taopina Slave (Stainless Steel)
It—
SST Stainless Steel
AWWA C-223
Upto24"w/12"Out
02/29/12
33-12-25
Taooina Slave (Stainless Stall
Rana,
SST HI Stainless Steel
AWWA C-223
UD to 30" w/12" Out
05/10'l l
Joint Repair Clamp
Powerseal
3232 Bell Joint Repair Clamp
4" to 30"
Plastic Meter Box w/Composite Lid
DFW Plastics Inc.
DFW37C-12-1 EPAF FTW
Plastic Meta Box w/Composite Lid
DFW Plastics Inc.
DFW39C-12-IEPAF FTW
0830/06
Plastic Meter Box w Composite Lid
DFW Plastics Inc.
DFW65C-14-IEPAF FTW
Class "A"
Concrete Meter Box
Bass & Haw
CMB37-B12 1118 LID-9
Concrete Meter Box
Bass & Hays
CMB-18-Dual 1416 LID-9
{{{
Concrete Meter Box
Bass & Haw
CMB65-1365 1527 LID-9
_
• From Original Standard Products List
F_ ORT WORTH.
•
FI-11
Combination Air Release Valve
I
EI-11
Combination Air Release Valve
10/Ol/87
E-1-12
Div Barrel Fire Hydrant
i 03/31/88
E-1-12
Dm Barrel Fire Hvdrant
09/30/87
E-1-12
Dry Barrel Fire "Amon
01/12/93
E-1-12
Dry Barrel Fire Hvdrant
08/24/88
E-1-12
Dry Barrel Fine Hydrant
E-1-12
Dry Barrel Fire Hvdmnt
09/24/87
E-1-12
Dry Barrel Fire Hydrant
10/14/87
E-1-12
Dm Barrel Fire Hvdrant
01/15/88
E1-12
Dry Barrel Fire Hvdrant
10/09/87
E-1-12
Dry Barrel Fire Hvdrant
09/16/87
F-1-12
Dry Barrel Fire Hydrant
08/12/16
33-12-40
Dry Barrel Fine Hydrant
02/OS193
EI01-5
D,necpor Check Meter
I 08/05/04
Magnetic Drive Vertical Turbine
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A
240 - flan, ASTM A 307 - Cover
Bolts
Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No.
Valve and Primer Corn. APCO #143C, #145C and #147C
�m =�Ml
Ameican-Darline Valve
Drawing Nus. 90-18608, 94-18560 _
AWWA C-502
American Darline Valve
Shoo Drawine No. 94-18791
AWWA C-502
Clow Corporation
Shop DrawmR No. D-19895
AWWA C-502
American AV K Company
Model 2700
AWWA C-502
Clow Corporation
Drawings D20435. D20436. B20506
A W WA C-502
ITT Kennedy Valve
Shoo Drawing No. D-80783FW
AWWA C-502
M&H Valve Company
Shm Drawing, No. 13476
AWWA C-502
Shop Drawings No. 6461
Mueller Comnanv
A423 Centurion
AWWA C-502
Shop Drawing FH-12
Mueller Company
A423 Super Centurion 200
AWWA C-502
U.S. Pice & Foundry
Shop Drawme No. 960250
AWWA C-502
Waterous Company
Shop Drawing No. SK740803
AWWA C-502
EJ (East Jordan Iron Works)
Water -Master 5CO250
Ames Comnanv
Model 1000 Detector Check Valve
AWWA C550
Hersey
Magnetic Drive Vertical
AWWA C701, Class
Updated: 03/29/2022
ties.
11
&2
1/2" 1"&2"
1 ". 2" & 3"
W
I
I
4„ - 10"
AWWA C'900, AWWA C605,
01/19/18
33-I1-12
PVC Pressure Pice
Vinvltmh PVC Pipe
DR14
ASTM D1784
4"-12"
I 3/19/2018
33 11 12
PVC Pressure Pice
Pinclife Jet Stream
DR14
AWWA C900
4"-12"
I 1/11/2011
331111
PVC Pressure Pine
Pioelife Jet Stream
DR18
AWWA C900
16"-24"
5125/2018
3311 12
PVC Pressure Pipe
Diamond Plastics Corporation
DR 14
AWWA C900
4"-12"
5/25/2018
33 11 12
PVC Pressure Pice
Diamond Plastics Comananon
DR 18
AWWA C900
16"-24"
AWWA C900.16
UL 1285
12/62018
33 11 12
PVC Pressure Pipe
1-M ManuPacbuing Ca, Inc dWa JM E&&
DR 14
ANSI/NSF 61
4"-28"
FM 1612
AWWA C900-16
1216MI S
3311 12
PVC Pt®rue Pipe
J-M Manufacturing Ca, Inc d/Na JM Eagle
DR 18
UL 1285
16"-24"
SF
ANSUNSF61
FM 1612
9/62019
33 11 12
PVC Pressure Pipe
I Underground Solutions Inc.
DR14 Fusible PVC
AWWA C900
4" - 8" _
91&Ml9
331112
'PVC Pressure Pipe
I NAPCO(Weatiake)
DR18
AWWA C900
16"-24" '
I 9/62019
331112
I PVC Pressure Pipe
I NAPCO(Westlake)
DR14
AWWA C900
4'-12"
I 9162019
3311 12
IPVC Pressure Pipe
I Sanderson Pipe Corp.
DR14
AWWA C900
41- 12"
I
07/23/92
Et-07
Ductile Iron Fittings
Star Pipe Products, Inc.
Mechanical Joint Fittings
AW WA C153 & CI10
•
El-07
Ductile Iron Fittings
Griffin Pice Products. Co. _
Mechanical Joint Fiturk @@
AWWA C 110
•
EI-07
Ductile Iron Fittinas
McWane/TvIa Pine/ Union Utilities Division
Mechanical Joint Fittings, SSB lass 350
AW WA C 153, C 110 C III
08/11/98
El-07
Ductile Iron Fittines
Sigma, Co.
Mechanical Joint Fittings, SSB Class 351
AWWA C 153, C 110, C 112
02/2604
El-07
MJ Fittings
Accucast
Class 350 C-153 MJ Fittings
AWWAC153
4"-12"
05/14/98
El-07
Ductile Iron Joint Restraints
Ford Meter Box Co./Uni-Flame
Uni-Flange Series 1400
AWWA Cl I1/CI53
4" to 36"
05/14/98
EI-24
PVC Joint Restraints
Ford Meter Box Co./Uni-Flange
Uni-Flange Series 1500 Circle -Lock
AWWACIII/CI53
4"to 24"
11/09/04
EI-07
Ductile Iron Joint Restruints
One Bolt, Inc.
One Holt Restrained Joint Fining
AW WA Cl I1/CI16/C153
4" to 12"
02/29/12
33-I1-I1
Ductile Iron Pice Mechanical Joint Restraint
F.BAA Iron, Inc.
Mega lug Series 1100 (for DI Pipe)
AWWA CI I/CI 16/C153
4" to 42"
02/29/12
33-I1-I1
PVC Pine Mechanical Joint Restraint
EBAA Iron, Inc.
Megalug Series 2000 (for PVC Pipe)
AWWA Cl I1/CI16/C153
4" to 24"
08/05/04
E1417
Mechanical Joint Retainer Glands(PVC)
Soma. Co.
Sigma One-Lak SLC4-SLC10
AWWA Cl II/C153
4"to 10"
03/06/19
33.11-11
IMechanical Joint Retamer Glands(PVC)
Siama, Co
Sigma Gne-Lk SLCS4-SLCS12
AWWACiII/CI53
4"to 12"
08/05/04
El-07
IMuchanical Joint Retainer Glands(PVC)
I Siena. Co.
I Sigma One -Lk SLCE
AWWA C111/CI53
12" to 24"
08/10/98
El-07
IMJ Fittmas(DIP)
I Sigma, Co.
I Sigma 0—Lok SLDE
AWWAC153
4"-24"
10/12/10
EI.24
1Interior Restrained Joint System
I S & B Techncial Products
Bulldog System ( Diamond Lk 21 & JM I
ASTM F-1624 I
4" to 12"
I 08/16/06
EI-07
IMeehanical Joint Fittings
I SIP hickstries(Serameore)
Mechanical Joint Finings I
AWWAC153 I
4"m24"
1 1I/07/16 I
_ 33-11-11
(Mechanical Joint Retainer Glands
I Star Pice Products, Inc.
I PVC Stargop Series 4000 I
ASTM A536 AWWA C1I1
11/07/16 I
33-11-11
IMechancal Joint Retainer Glands
I Star Pice Products, Inc.
I DIP Stargrip Series 3000 I
ASTM A536 AWWA C111
1 03/19/18 I
33-11-I1
IMechanical Joint Retainer Glands
I SIP Industries(Seramnore)
I EZ Grip Joint Restraint (EZD) Black For DIP I
ASTM A536 AWWA CI I1
3"48"
03/19/IH
33-1141
I Mechanical Joint Refaina Glands
I SIP indusniea(Serempore)
I EZ Crrip Joint Reatraint(EZD) Red for C'9Oo
ASTM A536 AWWA CIII
4"-12"
DR14 PVC Pipe
03/19/18
33-I1-11
Mechanical Joint Retainer Glands
I SIP induslriea(SenmPore)
I EZ Grip Joint Restraint (EZD) Red l'or C900
ASTM A536 AWWA CIII
16"-24"
DR] 8 PVC Pipe
• From Original Standard Products List
CITY OF FORT WORTH
FORT WORTH WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 032912022
Note: All water or
sewer oine
lar er than 15 inch diameter shall be a
roved for use b the Water De artmen[ on a qZgifa jijecjfic basis. S ecial beddin ma be re wired for some i es.
Approval Spec1.
Classsification
Manufacturer
Model No.t
Rentent a' Wedged Gate Valve w/no Geara
American Flow Connl
Series 7500 D—r. 0 94-20247
16"
12/13/02
Resilient Wedge Gate Valve
American Flow Control
Series 2530 and Seri. 2536
AWWA C515
30"and 36"
08/31 /99
Resilient Wedge Gate Valve
Amer can Flow Control
Series 2520 & 2524 (SD 94-202551
AWWA C515
20" and 24"
05/18/99
Resilient Wedge Gate Valve
Amman Flow Control
Series 2516(SD 94-20247)
AWWAC515
16"
10/24/00
1,1.26
R.dient Wedge Gate Valve
American Flow Control
Saes 2500(Ductile I—)
AWWA C515
4" to 12"
08/05/04
R-hant Wed. Gone Valve
Amercan Mw Control
42"and 48" AFC 2500
AWWA C515
42".d48"
I 05/23/91
EI-26
Resilient Wedge Gate Valve
Amenwn AVK Comeanv
American AVK Resilient Smdcd GV
AWWA C509
4" to 12"
OIR. /02
EI-26
Resilient Wedge Gate Valve
Amman AVK Cmwv
20" and smaller
EI.26
Resilient Seated Gate Valve
Kmnedv
4"-12"
I
EI-26
Resilient Seated Gate Valve
M&H
4" - 12"
I
EI.26
R.ibent Seated Gate Valve
Mudler Co.
4" - 12"
11/08/99
R.ilimt Wedge Gate Valve
Mueller Co.
Sen. A2361(SO 6647)
AWWAC515
I'llO
V23/03
Rest ten,Wedee f to Valve
Mueller Co.
Series A2360 for 18"-24" (SO 6709)
AWWA C515
24" and saller
m
05/13/05
Resilient Wedge Gate Valve
Mueller Co.
Mueller 30" & 36". C-51 5
AWWA C515
30" and 36"
01/31/06
Resilient Wedge Gate Valve
Mueller Co.
Mueller 42" & 48". C-515
AWWA C515
42"and 48"
01/2888
EI.26
It -lien, Wedge Gate Valve
Clow Valve Co.
AWWA C509
4". 12"
I 10104,94
R.ilimt Wedee Gate Valve
Clow Valve Co.
16" RS GV (SD D-20995)
AWWAC515
16"
11/08/99
EI-26
Resilient Wedge Gate Valve
Clow Valve Co.
Clow RW Va1ve(SD D-216521
AWWAC515
24" and smaller
I1/29/04
R.ilimt Wedge Gate Valve
Clow Valve Co.
Clow 30" & 36" C-515
AWWA C515
30" and 36" (None 3)
I1/30/12
Resilient Wedge Gate Valve
Clow Valve Co.
Clow Valve Model 2638
AWWA C515
24' to 48"ose 3)
05/08/91
Fl-26
Resilient Seated Gate Valve
Stockham Valves&Fillings
AWWA C 509, ANSI 420-stern.
4"-12"
ASTM A 276 Typo 304 - Boils &
•
EI-26
Resilient Seated Gate Valve
U.S. Non and Foundry Co.
Menoseal 250. rmurcmmts SPL a74
3" 1U 16'
10/26/16
33-12.20
Resilient Seated Gam Valve
EJ (East Jordan Iran Works)
E1 N—Mastcr Cam Valve & B.-
08/24/18
Mateo Gate Valve
Mat —Norco
225 MR
AWWA/ANSI CI I5/An21.15
4" to 16"
•
El-30
Rubber Seated Butterflv Valve
Henry Pratt Co.
AWWA C-504
24"
•
EI-30
Rubber Seated ButtmOv Valve
Mueller Co.
AWWA C-504
24"and smeller
1/11/99
EI-30
Rubber Seated BunarOv Valve
D—rik Valves Co.
AWWA C-504
24"and larger
0&12/03
EI.30
Valmatic American Butter0v Valve
Veimatic Valve and Manufacturing Corp.
Valmatic American BunetOv Valve
AWWA C-504
Up to 84" diameter.
I 04/06/07
EI-30
Rubber Seated Bunerliv Valve
M&H Valve
M&H StvIe 4500&1450
AWWA C-504
24" to 48"
I 03/19/18
331221
Rubber Seated Butterliv Valve
G A. Industries(Golden Anderson)
AWWA C504 BunerOv Valve
AWWA C-504 . _
30"-54"
I
OS/12/05
EI-13
Polyethylene Eneasmml
Fleasol Pukasing
Fulton Enteroris.
AWWA CI05
B mil LLD
05/12/05
EI-13
Potycthvlme Encasmeat
Mountain States Plashes (MSP) end AF.P Ind.
Standard Hardware
AWWA C105
8 mil LLD
05/12/05
EI-I3
Polyethvlene Eneasmmt
AFP )ndus,nes
Bullmonabv Covetown Bolt & Gasket
AWWA C105
8 mil LLD
09/06/19
33.11-14
Polyethvlene Enmsmmt
_ North[own Products Inc
PE Encasement for DIP _
.- AWWA C105
_
8 mil LLD_
I
t
I 3/12/96
I
Water Sampling Smnon __ _
_ - - Water Plus
820 Water Sampline Station
-
=m - .. - .... .....
.
. �
IiG6-A. RR(Paude)
1021 20
Aum ated Flushine System
Mueller Hyd roeuard
HG2-O&A.FN�-BRN81-LPLGI Ptarnanm0
04/09/21
Automated Flushing System
Kupf le Foundry Company
Eclipse #9800we
_
04/09/21
Automated Flushing Synem
KuDfmle Foundry Company
Eclipse #9700 (Portable)
_
• From Original Standard Products List
PSL Proposed Stripping Layout
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH WATER & SANITARY SEWER REPLACEMENTS: W SM-K
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #103421
Revised July 1, 2011
NATCIiONF
I
INSTALL PREP AND SEAL PAVEMENT REMOVE
6- Solid White— 1043 R 6' Markings - 22921 R Buttons/RPMs
6- SWRI velum-1$78 R If new asphalt pam veent, P/S i I
Type II -A -A 4- RPM - 24 not necessary
NOTE: REMOVE ALL EXISTING PAVEMENT
MARKIN(;S.
NOTE: UNLESS THE DIMENSION FROM
CROSS STREETS IS GIVEN,
PAVEMENT MARKINGS
START/TERMINATE AT THE CURB
RETURN.
01-
•
MATCHLINE
2
S C A L E
A, REMOVING EXISTING BUTTONS
SCOPE: ANDRESTRIPING•
PMECTENG: O.)"SOx
PROPOSED STRIPING LAYOUT
PHONE: 817-392-8619
DA,1WL."'u
TRAIL LAKE DR FROM MANDERLY PL
STMf DATE: AU.- X. %, 7013
HT.CLWL: X.X,7073
TO S.HILLS AVE/CAROLYN
NOTICE
VEUFrL T1oN0FAUDOSnNG
0SHEET
UNDERGROUND-Lrn1
iuLWWNft!%SinRNGPtFASLaFDWiM10 I10dI 1 OF 4
fT ,
AATCHLINE
2
INSTALL PREP AND SEAL PAVEMENT REMOVE
6' SOW White- 1018 k 6' Makings - 2934 it Bunms/RPMs
6' Sold YeRow . 1916 R IT new asphalt Pavement, P/S I
Type I( -A -A 4' RPM - 25 no necessary
NOTE'. REMOVE ALL EXISTING PAVEMENT
MARKINGS.
NOTE'. UNLESS THE DIMENSION FROM
CROSS STREETS IS GIVEN,
PAVEMENT MARKINGS
START/TERMINATE AT THE CURB
RETURN.
;A
I
I
MATCHLINE
3
I
SCALE
SCOPE: ryDREoVPNGrsnNc6uroNs
RloiECTENG. u.)"SON
PROPOSED STRIPING LAYOUT
PAW WwWwB6IE
M"""°"
TRAIL LAKE DR FROM MANDERLY PL
X..
STN[Tpr1E: xxx ,
X 10t3
MT.°pM`: X. x,Z°Z'
TO SHILLS AVF/CAROLYN
NOTICE
VEWNt T10N OF Ex15TINc
uNPEuanuro unLrtus
*oruuwss rrnasivaNc alT.xsusTn ixraoro -' WIN I SHEET 2 OF 4
mATCHU NE
3
INSTALL PREP AND SEAL PAVEMENT REMOVE
6' Solid Whtto- 572 R 6' Markhys - 1975 It Buttons/RPM$
6' Solid Yellow - 1383 R If new asphalt pawmmnt, P/S 1 I
6' Skip Yellow -20 ft not necessary
Type 11 A -A 4' RPM- 32
NOTE: REMOVE ALL EXISTING PAVEMENT
MARKINGS.
NOTE: UNLESS THE DIMENSION FROM
CROSS STREETS IS GIVEN,
PAVEMENT MARKINGS
START/TERMINATE AT THE CURB
RETURN.
SCALE I
SCOPE: ND�7RIPING- EXISTING BlJiTONS
o p p
RooIECT DIG. (I ORSON
PROPOSED STRIPING LAYDUT
NNE, 817-3924610
DRAW L111Xv
TRAIL LAKE DR FROM MANDERLY PL
TW
srNnatE: x,D�xiX,:023
E57. EDBF1.: X. x, 2$23
TO S.HILLS AVE/CAROLYN
NOTICE
VERIFY LOCATION OF ALL IXISTNG
UNDERGROUND MUnEs
0000 1 SHEET 3 OF 4
MATCHLINE
4
INSTALL PREP AND SEAL PAVEMENT REMOVE
6' Dashed Yellow- 120It 6' Markings - 120 R Buttons/RPMs
24" Solid White Crosswalks
w/constrast - 63 R
Type II -A -A 4" RPM - 13
NOTE: REMOVE ALL EXISTING PAVEMENT
MARKINGS.
SCALE II
SCOPE: A. BUTTONS
s p
RESTRIGIXISTING
•7 0.ND 0.ESTRI%NG -
NOTE: UNLESS THE DIMENSION FROM
8 m w °-J�1
CROSS STREETS 15 GIVEN,
PAVEMENT MARKINGS
NMCr EK 0.RHNSON
PROPOSED STRIPING LAYOUT I
START/TERMINATE AT THE CURB
"M: 8173928616
RETURN.
oUI- LHILL
I
TRAIL LAKE DR FROM MANDERLY PL
Stiff DAM M.a %. 1023
wCOYY`"''°"
TO S.HILLS AVE/CAROLYN
NOTICE
pp
VEWFY 3ERGM ID ALL IXRTIMG
ursBRCBamo unurBs I
*orxinEw aErasran¢1w�w�wrmoi�x. pppp I SHEET 4 OF 4