HomeMy WebLinkAboutContract 59089-PM1CSC No. 59089-PM1
FORT WORTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
WATER, SEWER, PAVING & STREET LIGHT
IMPROVMENTS TO SERVE
Walsh Ranch — Quail Valley — Slope Lots
IPRC Record No. IPRC22-0202
City Project No: 104479
FID No. 30114-0200431-104479-E07685
File No. K-3040
X File No. 27575
Mattie Parker David Cooke
Mayor City Manager
Christopher P. Harder, P.E.
Director, Water Department
William Johnson
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
April 2023
HuirrzoLLARs
500 W. 7th Street, Suite 300
Mail Unit 23
Fort Worth, TX 76102-4728
Phone: (817) 335-3000
Fax: (817) 335-1025
TBPE Firm Registration No. F-761
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 8
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions Last Revised
00 11 13 Invitation to Bidders 03/20/2020
00 21 13 Instructions to Bidders 03/20/2020
00 41 00 Bid Form 01/02/2011
00 42 43 Proposal Form Unit Price 05/22/2019
0013 13 Bid Bond 01/02/2011
00 45 11 Bidders Prequalification's 04/02/2014
00 45 12 Prequalification Statement 09/01/2015
0015 13 Bidder Prequalification Ar,�iwa of 03/09/2020
00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014
00 45 40 Minority Business Enterprise Goal 08/21/2018
00 52 43 Agreement 06/16/2016
00 61 25 Certificate of Insurance 07/01/2011
00 62 13 Performance Bond 01/31/2012
00 62 14 Payment Bond 01/31/2012
00 62 19 Maintenance Bond 01/31/2012
00 72 00 General Conditions 11/15/2017
00 73 00 Supplementary Conditions 07/01/2011
00 73 10 Standard City Conditions of the Construction Contract for Developer 01/10/2013
Awarded Projects
Division 01- General Requirements Last Revised
01 11 00 Summary of Work 12/20/2012
01 25 00 Substitution Procedures 08/30/2013
01 31 19 Preconstruction Meeting 08/30/2013
01 31 20 Project Meetings 07/01/2011
01 32 33 Preconstruction Video 08/30/2013
01 33 00 Submittals 08/30/2013
01 35 13 Special Project Procedures 08/30/2013
01 45 23 Testing and Inspection Services 03/20/2020
01 50 00 Temporary Facilities and Controls 07/01/2011
01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011
01 57 13 Storm Water Pollution Prevention Plan 07/01/2011
01 60 00 Product Requirements 03/20/2020
01 66 00 Product Storage and Handling Requirements 04/07/2014
01 70 00 Mobilization and Remobilization 04/07/2014
01 71 23 Construction Staking 04/07/2014
01 74 23 Cleaning 04/07/2014
01 77 19 Closeout Requirements 04/07/2014
01 78 23 Operation and Maintenance Data 01/07/2011
01 78 39 Project Record Documents 04/07/2014
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 8
Technical Specifications which have been modified by the Engineer specifically for this Project;
hard copies are included in the Project's Contract Documents
Date
Division 02 - Existing Conditions Modified
02 11 13 Selective Site Demolition NONE
02 41 14 Utility Removal/Abandonment NONE
02 41 15 Paving Removal NONE
Division 03 - Concrete
03 30 00 Cast In Plizc Concrete NONE
03 34 13 Controlled Low Strength Material (CLSM) NONE
03 31 16 Concrete Base Material for Trench Repair NONE
03 80 00 Modifications to Existing Concrete Structures NONE
Division 26 - Electrical
26 05 00 CommI o i Work Results for Electrical NONE
26 05 10 Demolition for Electrical Systems NONE
26 05 33 Raceways and Boxes for Electrical Systems NONE
26 05 43 Underground Ductezani Raceways for Electrical Systems NONE
Division 31- Earthwork
31 10 00 Site Clearing NONE
31 23 16 T..,Z1rai:fied Excavation NONE
31 23 23 BOFFOW NONE
31 24 00 Eml•-mkrnt; NONE
31 25 00 Erosion and Sediment Control NONE
31 36 00 Gabions NONE
31 37 00 Riprap NONE
Division 32 - Exterior Improvements
32 01 17 Permanent Asphalt Paving Repair NONE
32 01 18 Temporary Asphalt Paving Repair NONE
32 01 29 Concrete Paving Repair NONE
32 11 23 Flexible Base Courses NONE
32 11 29 Lime Treated Base Courses NONE
32 11 33 Cement Treated Base Courses NONE
121137 Liquid Treated Soil Etthaizaf NONE
32 12 16 A0tralt P.r.ing NONE
32 12 73 Asphalt Paving Craak gaakrant-s NONE
32 13 13 Concrete Paving NONE
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps NONE
32 13 73 Concrete Paving Joint Sealants NONE
32 14 16 rah Urit Paving NONE
32 16 13 Concrete Curb and Gutters and Valley Gutters NONE
32 17 23 Pavement Markings NONE
32 17 25 Curb Address Painting NONE
32 31 13 C4ar FvrzJoc—td Gates NONE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 8
32 31 26 Wire Fences and Gates NONE
32 31 29 Wood Fences and Gates NONE
33 13 Ciao in Mace Concrete Retaining Walls NONE
32 91 19 Topsoil Placement and Finiohing of Parkways NONE
32 92 13 Hyd M„Iching, geed -in -grand Sodding NONE
32 93 43 Trees and Shrubs NONE
Division 33 - Utilities
33 01 30 Sewer and Manhole Testing NONE
33 01 31 Closed ✓ivx.Iit Television (CCTV) Inspection NONE
33 03 10 %Tan Ikurnrix4 of Earztirg Cower Systems NONE
33 04 10 Joint Bonding and Electrical Isolation NONE
33 04 11 Corrosion Control Test Stations NONE
33 01 12 l� �tN2,iurls Anode Cathodic Protection System NONE
33 01 30 Temporary Water Services NONE
33 01 10 Cleaning and Acceptance Testing of Water Mains NONE
33 04 50 Cleaning of Sewer Mains NONE
33 05 10 Utility Trench Excavates, Embedment, and Backfill NONE
33 05 12 Watx [hn Iiowering NONE
33 05 13 Frame, Cover and Grade Rings Cast Iron NONE
33 05 13.10 Frame, Cover and Grade Rings Composite NONE
d u@ti g Marho es l lets �7.,Ive Boxe* n ra Other Struct, t
33 05 11 n Grade NONE
33 05 16 Concrete Water Vaults NONE
33 05 17 Concrete Collars NONE
33 05 20 Auger Boring NONE
33 05 21 Tunnel Liner Plate NONE
33 05 22 Steel Caairg Piro NONE
33 05 23 Hand Tunneling NONE
33 05 21 Installation of Carrier Pipe in Casing or Tunnel Liner Plate NONE
33 05 26 Utility Markers/Locators NONE
33 05 30 Location of Existing Utilities NONE
33 11 05 Boltz, Nuts, and Gaskets NONE
33 11 10 Ductile Iron Pipc NONE
33 11 1 ? Ductile Iron Fittings NONE
33 11 12 Polyvinyl Chloride (PVC Lk ooure Pipe NONE
33 11 1,2 Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type NONE
?2, 11 11 Buricd Steo Piro end Fittings NONE
33 11 15 Pre Stresscd Concrete Cylinder Pipc NONE
33 12 10 Water Servicao 1 ii to 2 inch NONE
33 12 11 Large Water Meters NONE
33 12 20 Resilient S atcd Gate Valve NONE
33 12 21 AWWA Rubber Seated Butterfly Valves NONE
33 12 25 Connection to Existing Water Mains NONE
33 12 30 Ce,Iation Air Valve Assemblies for Potable Water Systems NONE
33 1210 Fire Hydrants NONE
33 12 50 Wate €:errs l c Stations NONE
33 12 60 S-bridard Blow off Valve Assembly NONE
33 3! 11 Cured in Place Pipe (CIPP) NONE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
33 31 13
33 31 15
33 31 20
33 31 21
33 31 22
33 31 23
33 31 50
33 31 70
33 39 10
33 39 20
33 39 30
33 39 40
33 39 60
33 11 10
33 11 11
33 41 12
33 46 00
33 16 01
33 16 02
33 49 10
33 49 20
33 49 40
Division 34
31 11 10
31 11 10.01
34 41 10.02
34 41 10.03
31 11 11
34 41 13
34 41 15
34 41 16
34 41 20
34 41 20.01
34 41 20.02
31 11 20.03
34 41 30
34 71 13
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 8
Fiberglass Reinforced Pipe for Gravity Emi ry Sewers
High Density Polyethylene (IIDPE) Pro for Sanitary Sewer
Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe
Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer
Pipe
Sanitary Sewx Elie Lining
Sanitary Sewer Pipe Enlargement
Sanitary-Sewer-Serviee-Conneetiens-and,Serviee-hine
Garcki,A t'on Air Valve fot anikj Sewer Force Mains
Cast in Plaoo Concrete Manholes
Precast Concrete Manholes
Fiberglass Manholes
Wastewater Access Jy..xk: (WAC)
Epoxy Liners for Eani crj Sewer Structures
Reinforced Concrete Storm Sewer Pipe/Culverts
High Density Polyethylene (IIDPE) Pre for Sor I2 Dmin
Reinforced Polyethlene (SRPE) Pipe
Subdrainage
Slotted £trr'I2 Dram
Trent Dam
Cast in Place Manhole[,- d Rmotion Boxes
Curb and Drop Inlets
S&otam Dtt.imge Headwalls and Wingwalls
Transportation
Traffic Signals
Attachment A Controller Cabinet
Attachment B Controller Specification
Attachment C Software Specification
Temporary Traffic Signals
Removing Traff o &i a12
Rec -ukir Rarirl F'lvhing Beacon
Pedoaia i I-Iybrid Signal
Roadway Illunliattion Assemblies
Art.,rriai LTD Roadway L'u nai eo
Freeway LED Roadway Tea i' s
Residential. LED Roadway Tsar: nai.No
AltitilklUtIll Signs
Traffic Control
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
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Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
02 41 13
02 41 14
02 41 15
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 8
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City's website at:
httn://fortworthtexas.gov/tnw/contractors/
Division 02 - Existing Conditions
Selective Site Demolition
Utility Removal/Abandonment
Paving Removal
Division 03 - Concrete
03 30 00
03 31 13
03 31 16
03 80 00
Cast -In -Place Concrete
Controlled Low Strength Material (CLSM)
Concrete Base Material for Trench Repair
Modifications to Existing Concrete Structures
Division 26 - Electrical
Common Work Results for Electrical
Demolition for Electrical Systems
Raceways na B„xe f ,. E4e real E'ystems
26 05 00
26 05 10
26 05 33
26 05 43 Underground Ductezarrx1 Raceways for Electrical Systems
Division 31- Earthwork
31 10 00 Site Clearing
31 23 16 IR-Nikr,oified Excavation
31 23 23 Bo rew
3121 00 E\-k\ir.krxento
31 25 00 Erosion and Sediment Control
31 36 00 Gabions
31 37 00 Riprap
Division 32 - Exterior Improvements
32 01 17
32 01 18
32 01 29
32 11 23
32 11 29
3� 11 3i3
32 11 �7
32 12 16
32 12 73
32 13 13
32 13 20
32 13 73
32 11 16
32 16 13
32 17 23
32 17 25
Permanent A orkait living Repair
Temporary Asphalt Paving Repair
Concrete Paving Repair
Flexible Base Courses
Lime Treated Base Course:,
Cement Treated Base Courses
Liquid Treated Soil Etthi-lizef
Asphalt Paving
Asphalt Paving Crack Sealants
Concrete Paving
Concrete Sidewalks, Driveways and Barrier Free Ramps
Concrete Paving Joint Sealants
Brim U it Wng
Concrete Curb and Gutters and Valley Gutters
Pavement Markings
Curb Address Painting
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Date
Modified
12/20/2012
12/20/2012
02/02/2016
12/20/2012
12/20/2012
12/20/2012
12/20/2012
11/22/2013
12/20/2012
12/20/2012
07/01/2011
12/20/2012
01/28/2013
01/28/2013
01/28/2013
12/20/2012
12/20/2012
12/20/2012
12/20/2012
12/20/2012
12/20/2012
12/20/2012
12/20/2012
12/20/2012
08/21/2015
12/20/2012
12/20/2012
12/20/2012
06/05/2018
12/20/2012
12/20/2012
10/05/2016
11/22/2013
11/04/2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
32 31 13
32 31 26
32 31 29
32 32 13
32 91 19
32 92 13
32 93 43
Chain Fences and Gates
Wire Fences and Gates
Wood Fences and Gates
Cast iv Lll Concrete Retaining Walls
Topsoil Il�a.-mIcnt and Firizhling of Parkways
Hydro Mulching, Seeding, and Sodding
Trees and Shrubs
Division 33 - Utilities
33 01 30 Sewer and Manhole Testing
33 01 31 Closed Circuit Television (CCTV) Inspection
33 03 10 Bypatt Fu ing0-f Enimtir4 Sewer Systems
33 04 10 Joint Bonding and Electrical Isolation
33 01 11 Corrosion Control T'ak %ti' t
33 01 12 Magnesium Anode Cathodic Protection System
33 01 30 Temporary Water Services
33 04 40 Cleaning and Acceptance Testing of Water Mains
33 01 50 Cleaning of Sewer Mains
33 05 10 Utility Trench Excavation, Embedment, and Backfill
33 05 12 Water Line Lowering
33 05 13 Frame, Cover and Grade Rings Cast Iron
33 05 13.10 Frame, Cover and Grade Rings Composite
Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to
Grade
33 05 16 Concrete Water Vaults
33 05 17 Concrete Collars
33 05 20 Auger Boring
33 05 21 Tunnel Liner Plate
33 05 22 Steel Casing Pipc
33 05 23 Hand Tunneling
33 05 21 Installation of Carrier Pipe in Casing or Tunn1 ii-Avr Nate
33 05 26 Utility Markers/Locators
33 05 30 Location of Existing Utilities
33 11 05 13dt, Nuts, and Gaskets
33 11 10 Duoti10 kox llp�
k ox r'it gs
33 11 ' 2 Polyvinyl Chloride (PVC) Pressure Pipe
33 11 13 Concrete Pressure Pipc, Bar Wrapped, Steel Cylinder Type
33 11 11 Buried Steel Pipa wrl Fittings
33 11 l5 Pre Stressed Concrete Cylinder Pipe
33 12 10 Water Services 1-inch to 2-inch
33 12 11 Large Water Meters
33 12 20 Resilient Seated Gate Valve
33 12 21 AWWA Rubber Seated Butterfly Valves
33 12 25 Connection to Existing Water Mains
33 12 30 Combination Air Valve Assemblies for Potable Water Systems
33 12 40 Fire Hydrants
33 12 50 Water Sample Stations
33 12 60 Standard Blow off Valve Aoa mb';
33
05 11
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 6 of 8
12/20/2012
12/20/2012
12/20/2012
06/05/2018
12/20/2012
12/20/2012
12/20/2012
12/20/2012
03/03/2016
12/20/2012
12/20/2012
12/20/2012
12/20/2012
07/01/2011
02/06/2013
12/20/2012
12/20/2012
12/20/2012
01/22/2016
01/22/2016
12/20/2012
12/20/2012
12/20/2012
12/20/2012
12/20/2012
12/20/2012
12/20/2012
06/19/2013
12/20/2012
12/20/2012
12/20/2012
12/20/2012
12/20/2012
11/16/2018
12/20/2012
12/20/2012
02/14/2017
12/20/2012
12/20/2012
12/20/2012
12/20/2012
02/06/2013
12/20/2012
01/03/2014
12/20/2012
06/19/2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
33 31 12
33 31 13
33 31 15
33 31 20
33 31 21
33 31 22
33 31 23
33 31 50
33 31 70
33 39 10
33 39 20
33 39 30
33 39 40
33 39 60
33 11 10
33 41 11
33 41 12
33 16 00
33 16 01
33 46 02
33 49 10
33 49 20
33 1910
Division 34
31 11 10
34 41 10.01
34 41 10.02
31 11 10.03
31 11 11
31 11 13
?A1115
34 41 16
31 11 20
31 11 20.01
31 11 20.02
34 41 20.03
34 41 30
34 71 13
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 7 of 8
Cured in Place Pipe (CIPP)
Fiberglass Reinforced Pipe for Gravity E nitary Sewers
High Density Polyethylene (NUDE) Pipe —for Crylitarr;
Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe
Polyvinyl Chloride (PVC) Closed Profile Gravity ,... Atary Sewer
Pipc
Sanitary Sew.: Ehilt Li/Icing
Sanitary Sewer Pips Fat11cggement
Sanitary Sewer Service Connections and Service Line
Co i ation Air Valve for Sani z j Sewer Force Mains
Cast in Pkx u Concrete Manholes
Precast Concrete Manholes
Fiberglass Manholes
Wastewater Access Chamber (WAC)
Epoxy Liners kr Sanitary Sewer Structures
Reinforced Concrete Storm Sewer Pipe/Culverts
High Density Polyethylene (NUPE) Pipe for Stown Drcir;
Reinforced Polyethlene (SRPE) Pipe
Subdrainagc
Slotted Qom_ Drainv
Trei c4 Dtti.inc
Cast in Place Manholevar.d Rmotion Boxes
Curb and Drop Inlets
Stolen Dmi ge HeadwalVard Wingwalls
Transportation
Traffic Signals
Attachment A Controller Cabinet
Attachment B Controller Specification
Attachment C Software Specification
Temporary Traffic Signals
Removing Traffic) Fi.1r
Reetanguky R d Flashing Beacon
Pedoctrkm I-Iybrid Signal
Roadway -Tu-A\ivxation Assemblies
Artc iat LTD Roadway LiarrKwimo
Freeway LED Roadway liax\xxlires
Residortial L2D Roadway aynkxires
Altemixtm figft.s
Traffic Control
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
12/20/2012
12/20/2012
12/20/2012
06/19/2013
12/20/2012
12/20/2012
12/20/2012
04/26/2013
12/20/2012
12/20/2012
12/20/2012
12/20/2012
12/20/2012
12/20/2012
07/01/2011
12/20/2012
11/13/2015
12/20/2012
07/01/2011
07/01/2011
12/20/2012
12/20/2012
07/01/2011
10/12/2015
12/18/2015
02/2012
01/2012
11/22/2013
12/20/2012
11/22/2013
11/22/2013
12/20/2012
06/15/2015
06/15/2015
06/15/2015
11/12/2013
11/22/2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
Appendix
GC 1.01
GC-4.02
GC 4.✓I
GC 1.AE
GC 6.06%D
GC 6.07
GC 6.09
GC E.21
GR-01 60 00
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 8 of 8
A 'ailaylity of Land)
Subsurface and Physical Conditions
L��degrtitd Facilities
Ilaardous Environmental Condition at Site
Minority and Women Owned Business Enterprise Cc\-x22ictwe
Wage Rates
Porto and Lkilitiss
rT
Product Requirements
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
UNIT PRICE BID
Bidlist Item
No. tj
1
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
Description
UNIT I: WATER I
3312.2001 1" Water Service, Meter Reconnection - Tap
Existing Main_
2 3312.2002 1" Bored Water Service - Tap Existing Main
3 3312.2003 1" Water Service - Tap Existing Main
4 9999.0001 Cap Service Line/Remove Meter
5 9999.0002 Cap Service Line/Salvage Meter
6 9999.0003 2" Carrier Pipe
7 0241.1001 Water Line Grouting
8
00 42 43 Bid Proposal
DAP - BID PROPOSAL
Page I of
Walsh Ranch - Quail Valley - Slope Lots
Bidder's Application
Unit of I Specification Bid
Measure Section No. Quantity
NPROVEMENTS
Bidder's Proposal
Unit Price I Bid Value
2 $4,500.00 $9 000.00
EA 33 12 10 2 ' 85.000.00 $10,000.00
EA 33 12 10 2 $4,000.00 $8,000.00
EA 33 12 10 9 $1,000.00 $9,000.00
EA 33 12 10 2 $1,200.00 $2,400.00
LF 33 12 10 66 $40.00 $2,640.00
CY 02 41 14 0.03 $1,000.00 $30.00
EA 331210
TOTAL UNIT I: WATER IMPROVEMENTS,
UNIT II: SANITARY SEWER IMPROVEMENTS
1 0241.2011 Remove 4" Sewer Line LF 02 41 14
2 0241.2101 4" Sewer Abandonment Plug EA 02 41 14
3
4
5
6
7
8
1
2
—=3 —
4
5
6
7
$41,070.00
172 $20.00 83,440.00_
5 $4 000.00 $20,000.00
TOTAL UNIT I1: SANITARY SEWER IMPROVEMENTS
UNIT III: DRAINAGE IMPROVEMENTS
TOTAL UNIT III: DRAINAGE IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019
$23,440.00
Slope Lots_00 42 43_Bid Proposal_DAP.xlsm
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
00 42 43 Bid Proposal
DAP- BID PROPOSAL
Paget oft
Walsh Ranch - Quail Valley - Slope Lots
Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Unit of I Specification I Bid
No Description Measure Section No. Quantity Unit Price Bid Value
UNIT IV: PAVING IMPROVEMENTS
1 0241.1000 Remove Conc Pvmt SY 02 41 15 126
2 3201.0614 Conc Pvmt Repair, Residential _ SY 32 01 29 _126 $120.00 $15,120.00
3 3471.0001 Traffic Control _ _ MO 34 71 13 1.0 $2,500.00 $2,500.00
_
6
—=8
TOTAL UNIT IV: PAVING IMPROVEMENTS $22,660.00
UNIT V: STREET LIGHTING IMPROVEMENTS
1 3441.3502 Relocate Street Light Pole
2 3441.1501 Ground Box Type B
_ 3_ 3441.1733 Rdwy Illum Foundation TY 11
4 2605.3015 2" CONDT PVC SCH 80 (T)
5 3441.1408 NO 6 Insulated Elec Condr
7
8
EA 34 41 20 2 $1,500.00 $3,000.00
EA 34 41 10 3 $1,000.00 $3,000.00
EA 34 41 20 2 $1,200.00 $2,400.00
LF 26 05 33 50 $30.00 $1,500.00
LF 34 41 10 150 $10.00 $1,500.00
TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS $11,400.00
Bid Summary
UNIT I: WATER IMPROVEMENTS
UNIT II: SANITARY SEWER IMPROVEMENTS
UNIT III: DRAINAGE IMPROVEMENTS
UNIT IV: PAVING IMPROVEMENTS
UNIT V: STREET LIGHTING IMPROVEMENTS
Total Construction Bid
This Bid is submitted by the entity named below:
BIDDER:
CONATSER CONSTRUCTION TX, LP.
5327 WICHTTA ST.
FORT WORTH. TX 76119
BY: BROCK HUGGINS
TITLE: President
DATE:
$41,070.00
$23,440.00
$22,660.00
$11.400.00
$98,570.00
Contractor agrees to complete WORK for FINAL ACCEPTANCE within 45 working days after the date when the
CONTRACT commences to run as provided in the General Conditions.
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019
Slope Lots_00 42 43_Bid Proposal_DAP.xlsm
00 45 12
DAP PREQUALIFICATION STATEMENT
Page 1 of 1
SECTION 00 45 12
DAP — PREQUALIFICATION STATEMENT
Each Bidder 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. In the "Mai or Work
Tune" box urovide the complete major work tune and actual description as provided by the Water
Department for water and sewer and TPW for paving.
Major Work Type
Water Distribution, Development,
12-inch diameter or smaller
Sewer Collection System,
Development, 12-inches and smaller
Concrete Paving Improvements
Contractor/Subcontractor Company Name
Conatser Construction TX, L.P.
Conatser Construction TX, L.P.
Conatser Construction TX, L.P
Prequalification
Expiration Date
10/31/2-3
io/31/2-3
17-/ 1/2'+
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Conatser Construction TX L.P.
5327 Wichita St.
Fort Worth, TX 76119
BY: Brock Huggins
(Signature)
TITLE: President
DATE:
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS
Form Version September 1, 2015
00 45 12_Prequalification Statement 2015_DAP.docx
004526-1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
1 SECTION 00 45 26
2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides
4 worker's compensation insurance coverage for all of its employees employed on City Project No.
5 104479 Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as
6 amended, it will provide to City its subcontractor's certificates of compliance with worker's
7 compensation coverage.
8
9 CONTRACTOR:
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Conatser Construction TX. L.P. By: Brock Hu ,,ins
Company (Please Print)
5327 Wichita St.
Address
Signature:
.44441
100'
Fort Worth, TX 76119 Title: President
City/State/Zip (Please Print)
THE STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, on this day personally appeared
hroCL co i nS 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 PrEsiden r for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this
E&YUClittj 2016.
' NV P • KATHERINE ROSE
sa•,. NOTARY PUBLIC
• * 1D# 133467933
State of Texas
FgR•'..' Comm. Exp.11-30.2025
day of
?d0
Notary Public in and for the State of Texas
38 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2, 2014
Walsh Ranch — Quail Valley —Slope Lots
City Project No. 104479
DocuSign Envelope ID: C89CEF95-5F1F-4DOF-8CE3-C7C1AODADF95
005243-1
Developer Awarded Project Agreement
Page 1 of 4
1 SECTION 00 52 43
2 AGREEMENT
3 THIS AGREEMENT, authorized on 2/20/2023 is made by and between the Developer, QUAIL
4 VALLEY DEVCO I. LLC., authorized to do business in Texas ("Developer") , and Conatser
5 Construction TX. L.P. . authorized to do business in Texas, acting by and through its duly authorized
6 representative, ("Contractor").
7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
8 follows:
9 Article 1. WORK
10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
11 Project identified herein.
12 Article 2. PROJECT
13 The project for which the Work under the Contract Documents may be the whole or only a part is
14 generally described as follows:
15 Walsh Ranch -Quail Vallev-Slope Lots
16 City Proiect No.: 104479
17 Article 3. CONTRACT TIME
18 3.1 Time is of the essence.
19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
20 Documents are of the essence to this Contract.
21 3.2 Final Acceptance.
22 The Work will be complete for Final Acceptance within 45 working days after the date when
23 the Contract Time commences to run as provided in Paragraph 12.04 of the Standard City
24 Conditions of the Construction Contract for Developer Awarded Projects.
25 3.3 Liquidated damages
26 Contractor recognizes that time is of the essence of this Agreement and that Developer will
27 suffer financial loss if the Work is not completed within the times specified in Paragraph 3.2
28 above, plus any extension thereof allowed in accordance with Article 10 of the Standard
29 City Conditions of the Construction Contract for Developer Awarded Projects. The
30 Contractor also recognizes the delays, expense and difficulties involved in proving in a legal
31 proceeding the actual loss suffered by the Developer if the Work is not completed on time.
32 Accordingly, instead of requiring any such proof , Contractor agrees that as liquidated
33 damages for delay (but not as a penalty), Contractor shall pay Developer One Thousand
34 Dollars ($1000.00) for each day that expires after the time specified in Paragraph 3.2 for
35 Final Acceptance until the City issues the Final Letter of Acceptance.
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104479
DEVELOPER AWARDED PROJECTS
Revised June 16, 2016
DocuSign Envelope ID: C89CEF95-5F1F-4DOF-8CE3-C7C1AODADF95
005243-2
Developer Awarded Project Agreement
Page 2 of 4
36 Article 4. CONTRACT PRICE
37 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
38 Documents an amount in current funds of Ninety Eieht Thousand Five Hundred Seventy Dollars
39 ($98,570.(0).
40 Article 5. CONTRACT DOCUMENTS
41 5.1 CONTENTS:
42 A. The Contract Documents which comprise the entire agreement between Developer and
43 Contractor concerning the Work consist of the following:
44 1. This Agreement.
45 2. Attachments to this Agreement:
46 a. Bid Form (As provided by Developer)
47 1) Proposal Form (DAP Version)
48 2) Prequalification Statement
49 3) State and Federal documents (project specific)
50 b. Insurance ACORD Form(s)
51 c. Payment Bond (DAP Version)
52 d. Performance Bond (DAP Version)
53 e. Maintenance Bond (DAP Version)
54 f. Power of Attorney for the Bonds
55 g. Worker's Compensation Affidavit
56 h. MBE and/or SBE Commitment Form (If required)
57 3. Standard City General Conditions of the Construction Contract for Developer
58 Awarded Projects.
59 4. Supplementary Conditions.
60 5. Specifications specifically made a part of the Contract Documents by attachment or, if
61 not attached, as incorporated by reference and described in the Table of Contents of
62 the Project's Contract Documents.
63 6. Drawings.
64 7. Addenda.
65 8. Documentation submitted by Contractor prior to Notice of Award.
66 9. The following which may be delivered or issued after the Effective Date of the
67 Agreement and, if issued, become an incorporated part of the Contract Documents:
68 a. Notice to Proceed.
69 b. Field Orders.
70 c. Change Orders.
71 d. Letter of Final Acceptance.
72
73
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
DEVELOPER AWARDED PROJECTS
Revised June 16, 2016
Walsh Ranch -Quail Valley -Slope Lots
City Project No.104479
DocuSign Envelope ID: C89CEF95-5F1F-4D0E-8CE3-C7C1A0DADF95
005243-3
Developer Awarded Project Agreement
Page 3 of 4
74 Article 6. INDEMNIFICATION
75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
76 expense, the city, its officers, servants and employees, from and against any and all claims
77 arising out of, or alleged to arise out of, the work and services to be performed by the
78 contractor, its officers, agents, employees, subcontractors, licenses or invitees under this
79 contract. This indemnification provision is specifically intended to operate and be effective
80 even if it is alleged or proven that all or some of the damages being sought were caused. in
81 whole or in part. by anv act. omission or negligence of the city. This indemnity provision is
82 intended to include, without limitation, indemnity for costs, expenses and legal fees
83 incurred by the city in defending against such claims and causes of actions.
84
85 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the
86 city, its officers, servants and employees, from and against any and all loss, damage or
87 destruction of property of the city, arising out of, or alleged to arise out of, the work and
88 services to be performed by the contractor, its officers, agents, employees, subcontractors,
89 licensees or invitees under this contract. This indemnification provision is specifically
90 intended to operate and be effective even if it is alleged or proven that all or some of the
91 damages being sought were caused. in whole or in part. by anv act. omission or negligence
92 of the city.
93
94 Article 7. MISCELLANEOUS
95 7.1 Terms.
96 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the
97 Construction Contract for Developer Awarded Projects.
98 7.2 Assignment of Contract.
99 This Agreement, including all of the Contract Documents may not be assigned by the
100 Contractor without the advanced express written consent of the Developer.
101 7.3 Successors and Assigns.
102 Developer and Contractor each binds itself, its partners, successors, assigns and legal
103 representatives to the other party hereto, in respect to all covenants, agreements and
104 obligations contained in the Contract Documents.
105 7.4 Severability.
106 Any provision or part of the Contract Documents held to be unconstitutional, void or
107 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
108 remaining provisions shall continue to be valid and binding upon DEVELOPER and
109 CONTRACTOR.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
DEVELOPER AWARDED PROJECTS
Revised June 16, 2016
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
DocuSign Envelope ID: C89CEF95-5F1F-4D0E-8CE3-C7C1A0DADF95
00S243-4
Developer Awarded Project Agreement
Page 4 of 4
110 7.5 Governing Law and Venue.
111 This Agreement, including all of the Contract Documents is performable in the State of Texas.
112 Venue shall be Tarrant County, Texas, or the United States District Court for the Northern
113 District of Texas, Fort Worth Division.
114
115 7.6 Authority to Sign.
116 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized
117 signatory of the Contractor.
118
119 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
120 counterparts.
121
122 This Agreement is effective as of the last date signed by the Parties ("Effective Date").
123
124
126
Contractor: Developer:
Conatser Construction TX, L.P.
By: 44440
(5igl re]
Brock Huggins
QUAIL VALLEY DEVCD I, LLC
D cuSigned by.
L-9303FE8192994126.• (Signature)
Seth Carpenter
(Printed Name) (Printed Name)
Title: President Title: Senior Vice President of Development
Company Name: Company name: QUAIL VALLEY DEVCO I, LLC
Conatser Construction TX, L.P.
Address: Address:
5327 Wichita St. 400 S. Record St., Suite 1200
City/State/Zip: Fort Worth, TX 76119 City/State/Zip: Dallas TX, 75202
2/20/2023 2/20/2023
Date Date
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
DEVELOPER AWARDED PROJECTS
Revised June 16, 2016
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
1 SECTION 00 6125
2 CERTIFICATE OF INSURANCE
3
4
5
6
7
8
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10
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12
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END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
006125-1
CERTIFICATE OF INSURANCE
Page 1 of 1
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104xxx
Bond No. 0249378
006213-1
PERFORMANCE BOND
Page 1 or 2
1 SECTION 00 62 13
2 PERFORMANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we, Conatser Construction TX. L.P. _ _ , known as "Principal` herein and
8 Berkley Insurance Company , a corporate surety(sureties, if more than
9 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether
10 one or more), are held and firmly bound unto the Developer, QUAIL VALLEY DEVCO I. LLC.,
11 authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal
12 corporation ("City"), in the penal sum of, Ninety Eight Thousand Five Hundred Seventy Dollars
13 (598,570.00), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas
14 for the payment of which sum well and truly to be made jointly unto the Developer and the City
15 as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns,
16 jointly and severally, firmly by these presents.
17 WHEREAS, Developer and City have entered into an Agreement for the construction of
18 community facilities in the City of Fort Worth by and through a Community Facilities Agreement,
19 CFA NumberCFA22-0163 and
20 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
21 the 20th day of February . 2023 , which Contract is hereby referred to and made a
22 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
23 and other accessories defined by law, in the prosecution of the Work, including any Change
24 Orders, as provided for in said Contract designated as IPRC22-0202 Walsh Ranch -Quail Vallev-
25 Slope Lots.
26
27 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall
28 faithfully perform it obligations under the Contract and shall in all respects duly and faithfully
29 perform the Work, including Change Orders, under the Contract, according to the plans,
30 specifications, and contract documents therein referred to, and as well during any period of
31 extension of the Contract that may be granted on the part of the Developer and/or City, then
32 this obligation shall be and become null and void, otherwise to remain in full force and effect.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
00 62 13 2
PERFORMANCE BOND
Page 2 of 2
1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
3 Worth Division.
4 This bond is made and executed in compliance with the provisions of Chapter 2253 of
5 the Texas Government Code, as amended, and all liabilities on this bond shall be determined in
6 accordance with the provisions of said statue.
7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this
8 instrument by duly authorized agents and officers on this the
9 , 2023 .
20th
day of February
10 PRINCIPAL:
11 Conatser Construction TX, L.P.
12 BY: 4440 a �
13 Signature
14 ATTEST. diegpred Brock HugRins, President
15 (Principal) Secretary
Name and Title
16
17
18 Ka-CCJ
19 Witness as to Principal SURETY:
Address: 5327 Wichita St.
Fort Worth. TX 76119
20 Berklet Insurance Company
21
22 BY
23 Signature
24 Robbi Morales, Attorney -in -fact
25 Name and Title
26 Address: 5005 LBJ Freeway, Suite 1500
27 Dallas. TX 75244
28
29 Witness as to Surety Telephone Number: 214/989-0000
30
31 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
32
33 Surety's physical address is different from its mailing address, both must be provided.
34
35 The date of the bond shall not be prior to the date the Contract is awarded.
from the by-laws showing that this person has authority to sign such obligation. If
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
Bond No. 0249378
006214-1
PAYMENT BOND
Page 1 of 2
1 SECTION 00 62 14
2 PAYMENT BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we, Conatser Construction TX. L.P. known as "Principal" herein, and
8 Berkley Insurance Company , a corporate surety ( or
9 sureties if more than one), duly authorized to do business in the State of Texas, known as
10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, QUAIL
11 VALLEY DEVCO I. LLC., authorized to do business in Texas "(Developer"), and the City of Fort
12 Worth, a Texas municipal corporation ("City"), in the penal sum of Ninety Eili;ht Thousand Five
13 Hundred Seventy Dollars (S98,570.00), lawful money of the United States, to be paid in Fort
14 Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto
15 the Developer and the City as dual obligees, we bind ourselves, our heirs, executors,
16 administrators, successors and assigns, jointly and severally, firmly by these presents:
17 WHEREAS, Developer and City have entered into an Agreement for the construction of
18 community facilities in the City of Fort Worth, by and through a Community Facilities
19 Agreement, CFA Number CFA22-0163 and
20 WHEREAS, Principal has entered into a certain written Contract with Developer,
21 awarded the 20th day of February , 20 23 , which Contract is hereby
22 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all
23 materials, equipment, labor and other accessories as defined by law, in the prosecution of the
24 Work as provided for in said Contract and designated as 1PRC22-0202 Walsh Ranch -Quail Vallev-
25 Slope Lots
26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall
27 pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of
28 the Texas Government Code, as amended) in the prosecution of the Work under the Contract,
29 then this obligation shall be and become null and void; otherwise to remain in full force and
30 effect.
31 This bond is made and executed in compliance with the provisions of Chapter 2253 of
32 the Texas Government Code, as amended, and all liabilities on this bond shall be determined in
33 accordance with the provisions of said statute.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
1
2
3
4
5
6
7
8
9
10
11
006214.2
PAYMENT BOND
Page 2 of 2
IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this
instrument by duly authorized agents and officers on this the 20th
February , 20 23 .
ATTEST:
(Principal) Secretary
Ksxtuv 12A5-1-L)
Witness as to Principal
ATTEST:
(Surety) Secretary
fitness as to Surety
PRINCIPAL:
Conatser Construction TX. L.P.
day of
BY. d
Signature
Brock Huesins. President
Name and Title
Address: 5327 Wichita St
Fort Worth. TX 76119
SURETY:
Berkley Insurance Company
BY: r_-���A�
Signature
Robbi Morales, Attorney -in -fact
Name and Title
Address: 5005 LB] Freeway, Suite 1500
Dallas, TX 75244
Telephone Number: 214/989-0000
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
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch-Ouall Valley -Slope Lots
City Project No. 104479
Bond No. 0249378
006219-1
MAINTENANCE BOND
Page 1 of 3
1 SECTION OO 62 19
2 MAINTENANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we Conatser Construction TX. L.P. , known as "Principal" herein and
8 Berkley Insurance Company , a corporate surety (sureties, if more than
9 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether
10 one or more), are held and firmly bound unto the Developer, QUAIL VALLEY DEVCO I. LLC.,
11 authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal
12 corporation ("City"), in the sum of Ninety Eight Thousand Five Hundred Seventy Dollars
13 (598 570.00), lawful money of the United States, to be paid in Fort Worth, Tarrant County,
14 Texas, for payment of which sum well and truly be made jointly unto the Developer and the City
15 as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators,
16 successors and assigns, jointly and severally, firmly by these presents.
17
18 WHEREAS, Developer and City have entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth by and through a Community Facilities Agreement,
20 CFA Number CFA22-0163 and
21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
22 the 20th day of February , 20 23 , which Contract is hereby
23 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all
24 materials, equipment labor and other accessories as defined by law, in the prosecution of the
25 Work, including any Work resulting from a duly authorized Change Order (collectively herein,
26 the "Work") as provided for in said Contract and designated as IPRC22-0202 Walsh Ranch -Quail
27 Vallev-Slope Lots
28
29 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
30 accordance with the plans, specifications and Contract Documents that the Work is and will
31 remain free from defects in materials or workmanship for and during the period of two (2) years
32 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
33
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch — Quail Valley —Slope Lots
City Project No. 104479
006219-2
MAINTENANCE BOND
Page 2 of 3
1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon
2 receiving notice from the Developer and/or City of the need thereof at any time within the
3 Maintenance Period.
4
5 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy
6 any defective Work, for which timely notice was provided by Developer or City, to a completion
7 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in
8 full force and effect.
9
10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
11 noticed defective Work, it is agreed that the Developer or City may cause any and all such
12 defective Work to be repaired and/or reconstructed with all associated costs thereof being
13 borne by the Principal and the Surety under this Maintenance Bond; and
14
15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
17 Worth Division; and
18
19 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive
20 recoveries may be had hereon for successive breaches.
21
22
23
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31. 2012
Walsh Ranch — Quail Valley — Slope Lots
City Project No 104479
006219-3
MAINTENANCE BOND
Page 3 of 3
1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
8 BY:
9 Signature
10 ATTEST:
11 ��] � Brock HuF,>✓ins. President
12 (Principal) Secretary Name and Title
13
14 Address: 5327 Wichita St.
February
2 instrument by duly authorized agents and officers on this the 20th day of
3 ,20 23
4 PRINCIPAL:
5 Conatser Construction TX, L.P
6
7 zee
�Y
15 Fort Worth TX 76119
16 ka.ru Q4.1
17 Witness as to Principal
18 SURETY:
19 Berkley Insurance Company
20
21
22 Signature
23
24 Robbi Morales, Attorney -in -fact
25 ATTEST: Name and Title
26
27
28 Address: 5005 LBJ Freeway, Suite 1500
29 (Suret. ) Secretary Dallas, TX 75244
30
31
32 Itness as to Surety Telephone Number: 214/989-0000
33
34 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
35 from the by-laws showing that this person has authority to sign such obligation. If
36 Surety's physical address is different from its mailing address, both must be provided.
37
38 The date of the bond shall not be prior to the date the Contract is awarded.
39
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31. 2012
Walsh Ranch — Quail Valley —Slope Lots
City Project No. 104479
No. BI-7280k
POWER OF ATTORNEY
BERKLEY INSURANCE COMPANY
WILMINGTON, DELAWARE
NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully.
VI a)
Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.$50,000,000.00), to the.
o
'' same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its
principal office in their own proper persons.
c (1.)
o ~
oa> This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware,
;- without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following
•= o resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010:
ua
o2 RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chairman of the Board, Chief
Ct
Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant
o W Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attomey-in-fact named therein
to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the
o. o corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such
o attorney -in -fact and revoke any power of attorney previously granted; and further
H w RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances,
-d or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the
- manner and to the extent therein stated; and further
RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney -in -fact named; and
o to further
°"' RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any
3 power of attomey or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or
other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as
though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any
-� g person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have
o • ceased to be such at the time when such instruments shall be issued.
o 2 IN 'WITNESS WHEREOF, the Compauy has caused these presents to__be sited and attested by its appropriate officers and its
•
o corporate seal hereunto affixed this I j41"day of '�(� �r•`30 to
y .
- Attest ./ Berk Insurance Company
TH
o (Seal) By
o 6, Tra'R_' ederr»an
•o Executive Vice President Rs Secretary
-es
o„
n. En
'cu =
cu 0
.74
o p
0 an
-o
KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly
ca
organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has .made, constituted
ti • and appointed, and does 'by these presents make, constitute and appoint Ricardo J. Reyna; Don E. Cornell; Sophinie Hunter;
Robbi Morales; Kelly. A. Westbrook; Tina .McEwait; Joshua Saunders; Tonle Petranek; or Mikaela Peppers of Aon Risk
a) Services Southwest, Inc. of Dallas, TX its true and lawful Attorney -in -Fact, to sign its name as surety only as delineated below
and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty
WARNING: TFIIS.POWER INVALID i`NOT PRINTED ON BLUE "BERKLEY" SECURITY PAPER.
STATE OF CONNECI'ICUT )
) ss:
COUNTY OF FAJBFIELD )
Swore to before nie, a Notary Public in the State of Connecticut, this it day of Mae,-, , a0� � by Ira S. Lederman
and Jeffrey M. Hafter who are sworn to me to 'be The Executive Vice President- Secretary, and Senior Vice President,
respectively, of Berkley Insurance Company. HARIA-e auNvatem
COWlECr[CUT Ab
COMM024EXPIRES otary Piiblic; State of Connecticut
CERTIFICATE.
I, the undersignek Assistant Secretary -of BERKLEY INSURANCE COMPANY, DO HEREBY -CERTIFY that the foregoing is a
true, correct and complete copy of the original Power of Attorney; that said Power of -Attorney has not bees revoked or rescinded
and that the authority of the Attorney in -Pact set forth therein, uhn- executed the bond or undertaldng to which: this Power of
Attorney is attached; -is -in full fotee-and effect as of this date.
Given under my"b'and and seal oldie Company, this day of
(Seal)
Vincent P. Forte
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call Berkley Surety Group, LLC and its affiliates by
telephone for information or to make a complaint:
BERKLEY SURETY GROUP, LLC
Please send all notices of claim on this bond to:
Berkley Surety Group, LLC
(866) 768-3534
412 Mount Kemble Avenue, Suite 310N
Morristown, NJ 07960
Attn: Surety Claims Department
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://www.tdi.state.tx.us
E-mail: ConsumerProtection at7.tdi.state.tx.us
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your premium or about a claim
you should contact your agent or Berkley Surety Group, LLC first. If
the dispute is not resolved, you may contact the Texas Department of
Insurance.
ATTACH THIS NOTICE TO YOUR BOND:
This notice is for information only and does not become a part or
condition of the attached document and is given to comply with Texas
legal and regulatory requirements.
STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Page
Article 1 — Definitions and Terminology 1
1.01 Defined Terms 1
1.02 Terminology 5
Article 2 — Preliminary Matters 6
2.01 Before Starting Construction 6
2.02 Preconstruction Conference 6
2.03 Public Meeting 6
Article 3 — Contract Documents and Amending 6
3.01 Reference Standards 6
3.02 Amending and Supplementing Contract Documents 6
Article 4 — Bonds and Insurance 7
4.01 Licensed Sureties and Insurers 7
4.02 Performance, Payment, and Maintenance Bonds 7
4.03 Certificates of Insurance 7
4.04 Contractor's Insurance 9
4.05 Acceptance of Bonds and Insurance; Option to Replace 12
Article 5 — Contractor's Responsibilities 12
5.01 Supervision and Superintendent 12
5.02 Labor; Working Hours 13
5.03 Services, Materials, and Equipment 13
5.04 Project Schedule 14
5.05 Substitutes and "Or -Equals" 14
5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) 16
5.07 Concerning Subcontractors, Suppliers, and Others 16
5.08 Wage Rates 18
5.09 Patent Fees and Royalties 19
5.10 Laws and Regulations 19
5.11 Use of Site and Other Areas 19
5.12 Record Documents 20
5.13 Safety and Protection 21
5.14 Safety Representative 21
5.15 Hazard Communication Programs 22
5.16 Submittals 22
5.17 Contractor's General Warranty and Guarantee 23
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
5.18 Indemnification 24
5.19 Delegation of Professional Design Services 24
5.20 Right to Audit. 25
5.21 Nondiscrimination. 25
Article 6 — Other Work at the Site 26
6.01 Related Work at Site 26
Article 7 — City's Responsibilities. 26
7.01 Inspections, Tests, and Approvals 26
7.02 Limitations on City's Responsibilities 26
7.03 Compliance with Safety Program 27
Article 8 — City's Observation Status During Construction 27
8.01 City's Project Representative 27
8.02 Authorized Variations in Work 27
8.03 Rejecting Defective Work 27
8.04 Determinations for Work Performed 28
Article 9 — Changes in the Work 28
9.01 Authorized Changes in the Work 28
9.02 Notification to Surety 28
Article 10 — Change of Contract Price; Change of Contract Time 28
10.01 Change of Contract Price 28
10.02 Change of Contract Time 28
10.03 Delays 28
Article 11 — Tests and Inspections; Correction, Removal or Acceptance ofDefective Work 29
11.01 Notice of Defects 29
11.02 Access to Work 29
11.03 Tests and Inspections 29
11.04 Uncovering Work 30
11.05 City May Stop the Work 30
11.06 Correction or Removal of Defective Work 30
11.07 Correction Period 30
11.08 City May Correct Defective Work 31
Article 12 — Completion 32
12.01 Contractor's Warranty of Title 32
1202 Partial Utilization 32
12.03 Final Inspection 32
1204 Final Acceptance 33
Article 13 — Suspension of Work 33
13.01 City May Suspend Work 33
Article 14 — Miscellaneous 34
14.01 Giving Notice 34
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
14.02 Computation of Times 34
14.03 Cumulative Remedies 34
14.04 Survival of Obligations 35
14.05 Headings 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
00 73 10-1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
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. Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. 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.
3. 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.
4. Buzzsaw — City's on-line, electronic document management and collaboration system.
5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight.
6. City The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7. Community Facilities Agreement (CFA) —A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8. Contract —The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents —Those items that make up the contract and which must include the
Agreement, and it's attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
00 73 10-2
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 2 of 35
b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non -Resident Bidder
iii. Prequalification Statement
c. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
1. Supplementary Conditions
m. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project's Contract Documents
o. Drawings
P. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are notContract Documents.
10. Contractor —The individual or entity with whom Developer has entered into the Agreement.
11. Day or day — A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer — An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. 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.
14. Engineer —The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
00 73 10-3
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 3 of 35
16. 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.
17. General Requirements —A part of the Contract Documents between the Developer and a
Contractor.
18. 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.
19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20. Milestone —A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non -Participating Change Order —A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, 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.
22. Participating Change Order —A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, 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.
23. Plans — See definition of Drawings.
24. 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.
25. Project —The Work to be performed under the Contract Documents.
26. Project Representative —The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting — An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of theProject.
28. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29. 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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
00 73 10-4
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 4 of 35
30. 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.
31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or
Developer 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 or Developer which are
designated for the use of Contractor.
32. 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.
33. Standard City Conditions — That part of the Contract Documents setting forth requirements
of the City.
34. 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 theSite.
35. 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.
36. Superintendent — The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions —That part of the Contract Documents which amends or
supplements the General Conditions.
38. 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.
39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements 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.
40. 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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
00 73 10-5
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 5 of 35
41. 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 Participating Change Order, Non -Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42. Working Day — A working day is defined 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.B through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. 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.
C. 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.
D. 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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
00 73 10-6
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 6 of 35
ARTICLE 2 — PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non -
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 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.
ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING
3.01 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 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 ContractDocuments.
3.02 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 Participating Change Order or a
Non -Participating 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;
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
00 73 10-7
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 7 of 35
1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City's written interpretation or clarification.
ARTICLE 4 — BONDS AND INSURANCE
4.01 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 coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, 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 the name of Developer and City 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 4.02.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 4.01 and4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
00 73 10-8
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 8 of 35
1. The certificate of insurance shall document the City, an as "Additional Insured" on all
liability policies.
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 these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor's obligation
to maintain such lines of insurance coverage.
6. 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.
7. 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.
8. 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%.
9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
00 73 10-9
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 9 of 35
lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. 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.
11. 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.
12. 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.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
4.04 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.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
00 73 10-10
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 10 of35
1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
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 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.
1. 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
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 each occurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. 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.
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.
1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired andnon-owned.
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1) $1, 000,000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2) $250,000 Bodily Injury per person
3) $500,000 Bodily Injury per accident /
4) $100,000 Property Damage
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 following requirements:
1. The Contractor's construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: N/A
Write the name of the railroad company. (If none, then write none)
2. 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.
3. 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 railroadproperty:
a. General Aggregate: N/A
Enter limits provided by Railroad Company (If none, write none)
b. Each Occurrence:: N/A
Enter limits provided by Railroad Company (If none, write none)
4. With respect to the above outlined insurance requirements, the following shall govern:
a. 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.
b. 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 -
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way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. 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.
d. 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.
5. 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.
6. 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.
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.
4.05 Acceptance of Bonds and Insurance; 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 Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or 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 5 — CONTRACTOR'S RESPONSIBILITIES
5.01 Supervision and Superintendent
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
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Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
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.
5.02 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.
5.03 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.
5.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
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 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made byparticipating change orders.
5.05 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.
1. "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 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
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
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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 5.05.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 01 25 00 and:
1) shall certify that the proposed substitute item will:
i. perform adequately the functions and achieve the results called for by the general
design;
ii. be similar in substance to that specified;
iii. be suited to the same use as that specified; and
2) will state:
i. the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor's achievement of final completion on time;
ii. 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;
iii. 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:
i. all variations of the proposed substitute item from that specified;
ii. available engineering, sales, maintenance, repair, and replacement services; and
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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 5.05.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 5.05.A and 5.05.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 them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.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.
F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or -equal" at Contractor's expense.
G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre -qualification
5.07 Concerning Subcontractors, Suppliers, and Others
A. Minority and Women Owned Business Enterprise Compliance:
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❑ Required for this Contract.
(Check this box if there is any City Participation)
Er Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City's MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE 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 MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. 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.
B. 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:
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.
C. 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.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. 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 these Contract
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Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.08 Wage Rates
0 Required for this Contract.
9' Not Required for this Contract.
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. Penalty for 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 31 st day after the 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.
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
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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.
5.09 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemn and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 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 bear 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 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 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. 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
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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.
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 5.18, 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 or Developer, 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 shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
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 endangerit.
5.12 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
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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.
5.13 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
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 5.13.A.2 or 5.13.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.
5.14 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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5.15 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.
5.16 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to 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 5.16.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 ContractDocuments.
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 Paragraph5.16.C.
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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
00 73 10-23
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 23 of35
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.
5.17 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 causedby:
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
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 or Developer of any progress or finalpayment;
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
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
00 73 10-24
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 24 of35
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
4.02.B. The City will give notice of observed defects with reasonable promptness.
5.18 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 ofactions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
00 73 10-25
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 25 of35
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 5.19, 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 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing Cityfunds
B. 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.
C. 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
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.
D. 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.
5.21 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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
00 73 10-26
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 26 of35
ARTICLE 6 — OTHER WORK AT THE SITE
6.01 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.
ARTICLE 7 — CITY'S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 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 5.13.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
00 73 10-27
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 27 of35
7.03 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 5.13.
ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City's Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City's representative during construction are
set forth in the Contract Documents.
A. City's Project Representative 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 Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City's Project Representative 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 Representative's efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the ContractDocuments.
B. City's Project Representative's visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City's Project Representative 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 Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City's Project Representative 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 11, whether or not the Work is fabricated, installed, or
completed.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
00 73 10-28
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 28 of35
8.04 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City's Project
Representative 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).
ARTICLE 9 — CHANGES IN THE WORK
9.01 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 Participating 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 on a
project with City participation, a Field Order may be issued by the City.
9.02 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.
ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.01 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City
participation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.03 Delays
A. 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 anticipatedproject.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
00 73 10-29
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 29 of35
ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
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.
11.02 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.
11.03 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 approved by
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 11.03 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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
00 73 10-30
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 30 of35
3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
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.
11.04 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.
11.05 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
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal 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 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
11.07 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
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised: January 10, 2013
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 31 of35
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 5.10.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
3. 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.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, 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 and
Developer should such additional warranty coverage be required. Contractor's obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 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
11.06.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 and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, 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
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 32 of 35
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
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 11.09.
ARTICLE 12 — COMPLETION
12.01 Contractor's Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
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 by City 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.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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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. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 Final Acceptance
A. 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 upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2 consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. 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.
5. 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.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 — SUSPENSION OF WORK
13.01 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 stop contract time on City
participation projects.
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
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 34 of 35
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.
ARTICLE 14 — MISCELLANEOUS
14.01 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 otherparty.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receivingparty.
14.02 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.
14.03 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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
00 73 10-35
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
14.04 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.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
011100-1
DAP SUMMARY OF WORK
1
2
3 PART 1- GENERAL
SECTION 01 11 00
SUMMARY OF WORK
Page 1 of 3
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Summary of Work to be performed in accordance with the Contract Documents
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
11 2. Division 1 - General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Work Covered by Contract Documents
19 1. Work is to include furnishing all labor, materials, and equipment, and performing
20 all Work necessary for this construction project as detailed in the Drawings and
21 Specifications.
22 B. Subsidiary Work
23 1. Any and all Work specifically governed by documentary requirements for the
24 project, such as conditions imposed by the Drawings or Contract Documents in
25 which no specific item for bid has been provided for in the Proposal and the item is
26 not a typical unit bid item included on the standard bid item list, then the item shall
27 be considered as a subsidiary item of Work, the cost of which shall be included in
28 the price bid in the Proposal for various bid items.
29 C. Use of Premises
30 1. Coordinate uses of premises under direction of the City.
31 2. Assume full responsibility for protection and safekeeping of materials and
32 equipment stored on the Site.
33 3. Use and occupy only portions of the public streets and alleys, or other public places
34 or other rights -of -way as provided for in the ordinances of the City, as shown in the
35 Contract Documents, or as may be specifically authorized in writing by the City.
36 a. A reasonable amount of tools, materials, and equipment for construction
37 purposes may be stored in such space, but no more than is necessary to avoid
38 delay in the construction operations.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised December 20, 2012
Walsh Ranch — Quail Valley — Slope Lots
City Project No 104479
01 11 00 -2
DAP SUMMARY OF WORK
Page 2 of 3
1 b. Excavated and waste materials shall be stored in such a way as not to interfere
2 with the use of spaces that may be designated to be left free and unobstructed
3 and so as not to inconvenience occupants of adjacent property.
4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such
5 manner as not to interfere with the operation of the railroad.
6 1) All Work shall be in accordance with railroad requirements set forth in
7 Division 0 as well as the railroad permit.
8 D. Work within Easements
9 1. Do not enter upon private property for any purpose without having previously
10 obtained permission from the owner of such property.
11 2. Do not store equipment or material on private property unless and until the
12 specified approval of the property owner has been secured in writing by the
13 Contractor and a copy furnished to the City.
14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of
15 obstructions which must be removed to make possible proper prosecution of the
16 Work as a part of the project construction operations.
17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
18 lawns, fences, culverts, curbing, and all other types of structures or improvements,
19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
20 appurtenances thereof, including the construction of temporary fences and to all
21 other public or private property adjacent to the Work.
22 5. Notify the proper representatives of the owners or occupants of the public or private
23 lands of interest in lands which might be affected by the Work.
24 a. Such notice shall be made at least 48 hours in advance of the beginning of the
25 Work.
26 b. Notices shall be applicable to both public and private utility companies and any
27 corporation, company, individual, or other, either as owners or occupants,
28 whose land or interest in land might be affected by the Work.
29 c. Be responsible for all damage or injury to property of any character resulting
30 from any act, omission, neglect, or misconduct in the manner or method or
31 execution of the Work, or at any time due to defective work, material, or
32 equipment.
33 6. Fence
34 a. Restore all fences encountered and removed during construction of the Project
35 to the original or a better than original condition.
36 b. Erect temporary fencing in place of the fencing removed whenever the Work is
37 not in progress and when the site is vacated overnight, and/or at all times to
38 provide site security.
39 c. The cost for all fence work within easements, including removal, temporary
40 closures and replacement, shall be subsidiary to the various items bid in the
41 project proposal, unless a bid item is specifically provided in the proposal.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised December 20, 2012
Walsh Ranch — Quail Valley — Slope Lots
City Project No 104479
011100-3
DAP SUMMARY OF WORK
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised December 20, 2012
Page 3 of 3
Walsh Ranch — Quail Valley — Slope Lots
City Project No 104479
012500-1
DAP SUBSTITUTION PROCEDURES
SECTION 01 25 00
SUBSTITUTION PROCEDURES
PART 1- GENERAL
1.1 SUMMARY
Page 1 of 4
A. Section Includes:
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
012500-2
DAP 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
2. 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 ofproposed
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, if a reduction in cost or time results, it will
be documented by Change Order.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
012500-3
DAP SUBSTITUTION PROCEDURES
Page 3 of 4
4. 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 Developer's opinion, acceptance will require substantial revision of the
original design
d. In the City's or Developer's opinion, substitution will not perform adequately
the function consistent with the design intent
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
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 SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
012500-4
DAP SUBSTITUTION PROCEDURES
Page 4 of 4
EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
TO:
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
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 Recommended Recommended
as noted
Firm Not recommended Received late
Address By
Date
Date Remarks
Telephone
For Use by City:
Approved Rejected
City Date
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch -Quail Valley -Slope Lots
City Project No. 104479
013119-1
DAP PRECONSTRUCTION MEETING
SECTION 01 31 19
PRECONSTRUCTION MEETING
PART 1- GENERAL
1.1 SUMMARY
Page 1 of 3
A. Section Includes:
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. No construction schedule required unless requested by the City.
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. 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 delivery of the
distribution package to the City.
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. Developer and Consultant
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 Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised August 30, 2013
01 31 19 - 2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
e. Other City representatives
f. Others as appropriate
4. 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. MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised August 30, 2013
013119-3
DAP 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 Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised August 30, 2013
013233-1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
SECTION 01 32 33
PRECONSTRUCTION VIDEO
PART 1- 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. Though not mandatory, it is highly recommended on infill developer projects.
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 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]
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised August 30, 2013
01 32 33 - 2
DAP PRECONSTRUCTION VIDEO
Page 2 of 2
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised August 30, 2013
013300-1
DAP SUBMITTALS
SECTION 01 33 00
DAP SUBMITTALS
PART 1- GENERAL
1.1 SUMMARY
Page 1 of 8
A. Section Includes:
1. 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 Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised August 30, 2013
013300-2
DAP 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
1. 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 Sectionnumber.
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
2. 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 Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised August 30, 2013
013300-3
DAP 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 limitedto:
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 Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised August 30, 2013
01 33 00 -4
DAP 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
1. 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 Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised August 30, 2013
013300-5
DAP 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 fabricationprocesses,
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 1 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 Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised August 30, 2013
01 33 00 -6
DAP 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 Developer at least 7 Calendar Days prior to release for
manufacture.
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised August 30, 2013
01 33 00 -7
DAP 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)
1. 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. Sufficient information shall be attached to permit a written response without further
information.
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]
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised August 30, 2013
013300-8
DAP SUBMITTALS
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
DATE NAME
12/20/2012 D. Johnson
Revision Log
SUMMARY OF CHANGE
1.4.K.8. Working Days modified to Calendar Days
Page 8 of 8
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised August 30, 2013
013513-1
DAP SPECIAL PROJECT PROCEDURES
1
2
3 PART 1- GENERAL
4 1.1 SUMMARY
SECTION 01 35 13
SPECIAL PROJECT PROCEDURES]
Page 1 of 7
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. Air Pollution Watch Days
11 e. Use of Explosives, Drop Weight, Etc.
12 f. Water Department Notification
13 g. Public Notification Prior to Beginning Construction
14 h. Coordination with United States Army Corps of Engineers
15 i. Coordination within Railroad permits areas
16 j. Dust Control
17 k. Employee Parking
18 B. Deviations from this City of Fort Worth Standard Specification
19 1. None.
20 C. Related Specification Sections include, but are not necessarily limited to:
21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
22 2. Division 1 — General Requirements
23 3. Section 33 12 25 — Connection to Existing Water Mains
24
25 1.2 REFERENCES
26 A. Reference Standards
27 1. Reference standards cited in this Specification refer to the current reference
28 standard published at the time of the latest revision date logged at the end of this
29 Specification, unless a date is specifically cited.
30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
31 High Voltage Overhead Lines.
32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction
33 Specification
34 1.3 ADMINISTRATIVE REQUIREMENTS
35 A. Coordination with the Texas Department of Transportation
36 1. When work in the right-of-way which is under the jurisdiction of the Texas
37 Department of Transportation (TxDOT):
38 a. Notify the Texas Depth intent of Transportation prior to commencing any work
39 therein in accordance with the provisions of the permit
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised August, 30, 2013
01 35 13 -2
DAP SPECIAL PROJECT PROCEDURES
Page 2 of 7
1 b. All work performed in the TxDOT right-of-way shall be performed in
2 compliance with and subject to approval from the Texas Department of
3 Transportation
4 B. Work near High Voltage Lines
5 1. Regulatory Requirements
6 a. All Work near High Voltage Lines (more than 600 volts measured between
7 conductors or between a conductor and the ground) shall be in accordance with
8 Health and Safety Code, Title 9, Subtitle A, Chapter 752.
9 2. Warning sign
10 a. Provide sign of sufficient size meeting all OSHA requirements.
11 3. Equipment operating within 10 feet of high voltage lines will require the following
12 safety features
13 a. Insulating cage -type of guard about the boom or arm
14 b. Insulator links on the lift hook connections for back hoes or dippers
15 c. Equipment must meet the safety requirements as set forth by OSHA and the
16 safety requirements of the owner of the high voltage lines
17 4. Work within 6 feet of high voltage electric lines
18 a. Notification shall be given to:
19 1) The power company (example: ONCOR)
20 a) Maintain an accurate log of all such calls to power company and record
21 action taken in each case.
22 b. Coordination with power company
23 1) After notification coordinate with the power company to:
24 a) Erect temporary mechanical barriers, de -energize the lines, or raise or
25 lower the lines
26 c. No personnel may work within 6 feet of a high voltage line before the above
27 requirements have been met.
28 C. Confined Space Entry Program
29 1. Provide and follow approved Confined Space Entry Program in accordance with
30 OSHA requirements.
31 2. Confined Spaces include:
32 a. Manholes
33 b. All other confined spaces in accordance with OSHA's Permit Required for
34 Confined Spaces
35 D. Use of Explosives, Drop Weight, Etc.
36 1. When Contract Documents permit on the project the following will apply:
37 a. Public Notification
38 1) Submit notice to City and proof of adequate insurance coverage, 24 hours
39 prior to commencing.
40 2) Minimum 24 hour public notification in accordance with Section 01 31 13
41 E. Water Department Coordination
42 1. During the construction of this project, it will be necessary to deactivate, for a
43 period of time, existing lines. The Contractor shall be required to coordinate with
44 the Water Department to determine the best times for deactivating and activating
45 those lines.
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised August, 30, 2013
013513-3
DAP SPECIAL PROJECT PROCEDURES
Page 3 of 7
1 2. Coordinate any event that will require connecting to or the operation of an existing
2 City water line system with the City's representative.
3 a. Coordination shall be in accordance with Section 33 12 25.
4 b. If needed, obtain a hydrant water meter from the Water Department for use
5 during the life of named project.
6 c. In the event that a water valve on an existing live system be turned off and on
7 to accommodate the construction of the project is required, coordinate this
8 activity through the appropriate City representative.
9 1) Do not operate water line valves of existing water system.
10 a) Failure to comply will render the Contractor in violation of Texas Penal
11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor
12 will be prosecuted to the full extent of the law.
13 b) In addition, the Contractor will assume all liabilities and
14 responsibilities as a result of these actions.
15 F. Public Notification Prior to Beginning Construction
16 1. Prior to beginning construction on any block in the project, on a block by block
17 basis, prepare and deliver a notice or flyer of the pending construction to the front
18 door of each residence or business that will be impacted by construction. The notice
19 shall be prepared as follows:
20 a. Post notice or flyer 7 days prior to beginning any construction activity on each
21 block in the project area.
22 1) Prepare flyer on the Contractor's letterhead and include the following
23 information:
24 a) Name of Project
25 b) City Project No (CPN)
26 c) Scope of Project (i.e. type of construction activity)
27 d) Actual construction duration within the block
28 e) Name of the contractor's foreman and phone number
29 f) Name of the City's inspector and phone number
30 g) City's after-hours phone number
31 2) A sample of the `pre -construction notification' flyer is attached as Exhibit
32 A.
33 3) Submit schedule showing the construction start and finish time for each
34 block of the project to the inspector.
35 4) Deliver flyer to the City Inspector for review prior to distribution.
36 b. No construction will be allowed to begin on any block until the flyer is
37 delivered to all residents of the block.
38 G. Public Notification of Temporary Water Service Interruption during Construction
39 1. In the event it becomes necessary to temporarily shut down water service to
40 residents or businesses during construction, prepare and deliver a notice or flyer of
41 the pending interruption to the front door of each affected resident.
42 2. Prepared notice as follows:
43 a. The notification or flyer shall be posted 24 hours prior to the temporary
44 interruption.
45 b. Prepare flyer on the contractor's letterhead and include the following
46 information:
47 1) Name of the project
48 2) City Project Number
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised August, 30, 2013
01 35 13 -4
DAP SPECIAL PROJECT PROCEDURES
Page 4 of 7
1 3) Date of the interruption of service
2 4) Period the interruption will take place
3 5) Name of the contractor's foreman and phone number
4 6) Name of the City's inspector and phone number
5 c. A sample of the temporary water service interruption notification is attached as
6 Exhibit B.
7 d. Deliver a copy of the temporary interruption notification to the City inspector
8 for review prior to being distributed.
9 e. No interruption of water service can occur until the flyer has been delivered to
10 all affected residents and businesses.
11 f. Electronic versions of the sample flyers can be obtained from the Project
12 Construction Inspector.
13 H. Coordination with United States Army Corps of Engineers (USACE)
14 1. At locations in the Project where construction activities occur in areas where
15 USACE permits are required, meet all requirements set forth in each designated
16 permit.
17 I. Coordination within Railroad Permit Areas
18 1. At locations in the project where construction activities occur in areas where
19 railroad permits are required, meet all requirements set forth in each designated
20 railroad permit. This includes, but is not limited to, provisions for:
21 a. Flagmen
22 b. Inspectors
23 c. Safety training
24 d. Additional insurance
25 e. Insurance certificates
26 f. Other employees required to protect the right-of-way and property of the
27 Railroad Company from damage arising out of and/or from the construction of
28 the project. Proper utility clearance procedures shall be used in accordance
29 with the permit guidelines.
30 2. Obtain any supplemental information needed to comply with the railroad's
31 requirements.
32 J. Dust Control
33 1. Use acceptable measures to control dust at the Site.
34 a. If water is used to control dust, capture and properly dispose of waste water.
35 b. If wet saw cutting is performed, capture and properly dispose of slurry.
36 K. Employee Parking
37 1. Provide parking for employees at locations approved by the City.
38 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean
39 Construction Specification [if required for the project]
40 1. Comply with equipment, operational, reporting and enforcement requirements set
41 forth in NCTCOG's Clean Construction Specification.}
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised August, 30, 2013
013513-5
DAP SPECIAL PROJECT PROCEDURES
Page 5 of 7
1 1.4 SUBMITTALS [NOT USED]
2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.6 CLOSEOUT SUBMITTALS [NOT USED]
4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.8 QUALITY ASSURANCE [NOT USED]
6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.10 FIELD [SITE] CONDITIONS [NOT USED]
8 1.11 WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
13
Revision Log
DATE NAME SUMMARY OF CHANGE
1.3.B — 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.
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised August, 30, 2013
013513-6
DAP SPECIAL PROJECT PROCEDURES
Page 6 of 7
1 EXHIBIT A
2 (To be printed on Contractor's Letterhead)
3
4
5
6 Date:
7
8 CPN No.:
9 Project Name:
10 Mapsco Location:
11 Limits of Construction:
12
13
14 QF CQNST1VCTIQN
15
16
17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
19 PROPERTY.
20
21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
22 OF THIS NOTICE.
23
24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
25 ISSUE, PLEASE CALL:
26
27
28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.>
29
30 OR
31
32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
33
34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
35
36
37
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised August, 30, 2013
013513-7
DAP SPECIAL PROJECT PROCEDURES
1
Date:
EXHIBIT B
FORT WORTH
DOE NO. XXXX
Project Name:
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
Page 7 of 7
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised August, 30, 2013
01 45 23
DAP TESTING AND INSPECTION SERVICES
SECTION 01 45 23
TESTING AND INSPECTION SERVICES
PART 1- GENERAL
1.1 SUMMARY
Page 1 of 2
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
1. 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 form of
distribution approved by the City.
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised March 20, 2020
01 45 23
DAP 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
03/20/2020 D.V. Magafia
Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City's document management system.
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised March 20, 2020
015000-1
DAP TEMPORARY FACILITIES AND CONTROLS
SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
PART 1- GENERAL
1.1 SUMMARY
Page 1 of 4
A. Section Includes:
1. 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 Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised JULY 1, 2011
01 50 00 - 2
DAP 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 Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised JULY 1, 2011
015000-3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
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 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]
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 Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised JULY 1, 2011
01 50 00 - 4
DAP 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 SUMMARY OF CHANGE
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised JULY 1, 2011
015526-1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
SECTION 01 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
PART 1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative procedures for:
a. Street Use Permit
b. Modification of approved traffic control
c. Removal of Street Signs
B. 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 34 71 13 — Traffic Control
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
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. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A. Traffic Control
1. General
a. When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B. Street Use Permit
1. Prior to installation of Traffic Control, a City Street Use Permit is required.
a. To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Works Department.
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised July 1, 2011
01 55 26 - 2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1) Allow a minimum of 5 working days for permit review.
2) Contractor's responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C. Modification to Approved Traffic Control
1. Prior to installation traffic control:
a. Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor's responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
D. Removal of Street Sign
1. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E. Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MUTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F. Traffic Control Standards
1. Traffic Control Standards can be found on the City's Buzzsaw website.
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
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised July 1, 2011
015526-3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised July 1, 2011
015713-1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
SECTION 01 57 13
STORM WATER POLLUTION PREVENTION
PART 1- 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 31 25 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 31 25 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 Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised July 1, 2011
01 57 13 - 2
DAP 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 31 25 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Required under 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 31 25 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
3. 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 31 25 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
1. Submit in accordance with Section 01 33 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 Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised July 1, 2011
015713-3
DAP 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 SUMMARY OF CHANGE
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised July 1, 2011
SECTION 01 60 00
PRODUCT REQUIREMENTS
PART 1- GENERAL
1.1 SUMMARY
01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
A. Section Includes:
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 list of City approved products for use is available through the City's website at:
httns://anns.fortworthtexas.gov/ProiectResources/ and following the directory
path: 02 - Construction Documents\Standard Products List
A. 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.
B. 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.
C. 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.
D. See Section 01 33 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 Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised March 20, 2020
01 60 00
DAP 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
4/7/2014 M.Domenech Revised for DAP application
03/20/2020 D.V. Magafia Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City's website.
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised March 20, 2020
016600-1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
SECTION 01 66 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART 1- 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 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 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 Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised April 7, 2014
01 66 00 - 2
DAP 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 Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised April 7, 2014
016600-3
DAP 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 LOR] 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 are 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 Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised April 7, 2014
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised April 7, 2014
017000-1
DAP MOBILIZATION AND REMOBILIZATION
SECTION 01 70 00
MOBILIZATION AND REMOBILIZATION
PART 1- GENERAL
1.1 SUMMARY
Page 1 of 4
A. Section Includes:
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
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised April 7, 2014
01 70 00 - 2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
1) Mobilization shall consist of the activities and cost on a Work Order basis
necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Work Order
c) Removal of all buildings or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for specific items of
work for which payment is provided elsewhere in the contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
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. Mobilization and Demobilization
a. Measure
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and materials furnished in accordance with this Item
are subsidiary to the various Items bid and no other compensation will be
allowed.
2. Remobilization for suspension of Work as specifically required in the Contract
Documents
a. Measurement
1) Measurement for this Item shall be per each remobilization performed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Specified Remobilization" in accordance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised April 7, 2014
017000-3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
3. Remobilization for suspension of Work as required by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of Section 00 72 00.
2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
4. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Work Order Mobilization" in accordance with Contract
Documents. Demobilization shall be considered subsidiary to mobilization
and shall not be paid for separately.
c. The price shall include:
1) Mobilization as described in Section 1.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Work Order Emergency Mobilization" in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 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]
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised April 7, 2014
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 4
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
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised April 7, 2014
2
3 PART 1 - GENERAL
4 1.1 SUMMARY
017123-1
CONSTRUCTION STAKING AND SURVEY
Page 1 of 7
SECTION 01 71 23
CONSTRUCTION STAKING AND SURVEY
5 A.Section Includes:
6 1. Requirements for construction staking and construction survey
7 B.Deviations from this City of Fort Worth Standard Specification
8 1. See Changes (Highlighted in Yellow).
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. Construction Staking
15 a. Measurement
16 1) This Item is considered subsidiary to the various Items bid.
17 b. Payment
18 1) The work performed and the materials furnished in accordance with this Item are
19 subsidiary to the various Items bid and no other compensation will be allowed.
20 2. Construction Survey
21 a. Measurement
22 1) This Item is considered subsidiary to the various Items bid.
23 b. Payment
24 1) The work performed and the materials furnished in accordance with this Item are
25 subsidiary to the various Items bid and no other compensation will be allowed.
26 3. As -Built Survey
27 a. Measurement
28 1) This Item is considered subsidiary to the various Items bid.
29 b. Payment
30 1) The work performed and the materials furnished in accordance with this Item are
31 subsidiary to the various Items bid and no other compensation will be allowed.
32
33
34
35
36
37
38 1.3 REFERENCES
39 A.Definitions
CITY OF FORT WORTH Walsh Ranch - Quail Valley — Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised February 14, 2018
01 71 23 - 2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 7
1 1. Construction Survey - The survey measurements made prior to or while construction is in
2 progress to control elevation, horizontal position, dimensions and configuration of
3 structures/improvements included in the Project Drawings.
4 2. As -built Survey —The measurements made after the construction of the improvement
5 features are complete to provide position coordinates for the features of a project.
6 3. Construction Staking — The placement of stakes and markings to provide offsets and
7 elevations to cut and fill in order to locate on the ground the designed
8 structures/improvements included in the Project Drawings. Construction staking shall
9 include staking easements and/or right of way if indicated on the plans.
10 4. Survey "Field Checks" — Measurements made after construction staking is completed and
11 before construction work begins to ensure that structures marked on the ground are
12 accurately located per Project Drawings.
13 B. Technical References
14 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website)
15 — 01 71 23.16.01_ Attachment A_Survey Staking Standards
16 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's
17 Buzzsaw website).
18 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision
19 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land
20 Surveying in the State of Texas, Category 5
21
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A.The Contractor's selection of a surveyor must comply with Texas Government Code 2254
24 (qualifications based selection) for this project.
25 1.5 SUBMITTALS
26 A.Submittals, if required, shall be in accordance with Section 01 33 00.
27 B.A11 submittals shall be received and reviewed by the City prior to delivery of work.
28 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
29 A.Field Quality Control Submittals
30 1. Documentation verifying accuracy of field engineering work, including coordinate
31 conversions if plans do not indicate grid or ground coordinates.
32 2. Submit "Cut -Sheets" conforming to the standard template provided by the City (refer to 01
33 71 23.16.01 — Attachment A — Survey Staking Standards).
34
35 1.7 CLOSEOUT SUBMITTALS
36 B. As -built Redline Drawing Submittal
37 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of
38 constructed improvements signed and sealed by Registered Professional Land Surveyor
39 (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A — Survey Staking
40 Standards) .
CITY OF FORT WORTH Walsh Ranch - Quail Valley — Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised February 14, 2018
017123-3
CONSTRUCTION STAKING AND SURVEY
Page 3 of 7
1 2. Contractor shall submit the proposed as -built and completed redline drawing submittal one
2 (1) week prior to scheduling the project final inspection for City review and comment.
3 Revisions, if necessary, shall be made to the as -built redline drawings and resubmitted to
4 the City prior to scheduling the construction final inspection.
5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
6 1.9 QUALITY ASSURANCE
7 A.Construction Staking
8 1. Construction staking will be performed by the Contractor.
9 2. Coordination
10 a. Contact City and Developer's Project Representative at least one week in advance
11 notifying the City of when Construction Staking is scheduled.
12 b. It is the Contractor's responsibility to coordinate staking such that construction
13 activities are not delayed or negatively impacted.
14 3. General
15 a. Contractor is responsible for preserving and maintaining stakes. If City surveyors or
16 Developer's Project Representative are required to re -stake for any reason, the
17 Contractor will be responsible for costs to perform staking. If in the opinion of the
18 City, a sufficient number of stakes or markings have been lost, destroyed disturbed or
19 omitted that the contracted Work cannot take place then the Contractor will be required
20 to stake or re -stake the deficient areas.
21 B.Construction Survey
22 1. Construction Survey will be performed by the Contractor.
23 2. Coordination
24 a. Contractor to verify that horizontal and vertical control data established in the design
25 survey and required for construction survey is available and in place.
26 3. General
27 a. Construction survey will be performed in order to construct the work shown on the
28 Construction Drawings and specified in the Contract Documents.
29 b. For construction methods other than open cut, the Contractor shall perform
30 construction survey and verify control data including, but not limited to, the following:
31 1) Verification that established benchmarks and control are accurate.
32 2) Use of Benchmarks to furnish and maintain all reference lines and grades for
33 tunneling.
34 3) Use of line and grades to establish the location of the pipe.
35 4) Submit to the City copies of field notes used to establish all lines and grades, if
36 requested, and allow the City to check guidance system setup prior to beginning each
37 tunneling drive.
38 5) Provide access for the City, if requested, to verify the guidance system and the line
39 and grade of the carrier pipe.
40 6) The Contractor remains fully responsible for the accuracy of the work and
41 correction of it, as required.
42 7) Monitor line and grade continuously during construction.
43 8) Record deviation with respect to design line and grade once at each pipe joint and
44 submit daily records to the City.
CITY OF FORT WORTH Walsh Ranch - Quail Valley — Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised February 14, 2018
01 71 23 - 4
CONSTRUCTION STAKING AND SURVEY
Page 4 of 7
1 9) If the installation does not meet the specified tolerances (as outlined in Sections 33
2 05 23 and/or 33 05 24), immediately notify the City and correct the installation in
3 accordance with the Contract Documents.
4 C. As -Built Survey
5 1. Required As -Built Survey will be performed by the Contractor.
6 2. Coordination
7 a. Contractor is to coordinate with City to confirm which features require as -built
8 surveying.
9 b. It is the Contractor's responsibility to coordinate the as -built survey and required
10 measurements for items that are to be buried such that construction activities are not
11 delayed or negatively impacted.
12 c. For sewer mains and water mains 12" and under in diameter, it is acceptable to
13 physically measure depth and mark the location during the progress of construction and
14 take as -built survey after the facility has been buried. The Contractor is responsible for
15 the quality control needed to ensure accuracy.
16 3. General
17 a. The Contractor shall provide as -built survey including the elevation and location (and
18 provide written documentation to the City) of construction features during the
19 progress of the construction including the following:
20 1) Water Lines
21 a) Top of pipe elevations and coordinates for waterlines at the following locations:
22 (1) Minimum every 250 linear feet, including
23 (2) Horizontal and vertical points of inflection, curvature, etc.
24 (3) Fire line tee
25 (4) Plugs, stub -outs, dead-end lines
26 (5) Casing pipe (each end) and all buried fittings
27 2) Sanitary Sewer
28 a) Top of pipe elevations and coordinates for force mains and siphon sanitary
29 sewer lines (non -gravity facilities) at the following locations:
30 (1) Minimum every 250 linear feet and any buried fittings
31 (2) Horizontal and vertical points of inflection, curvature, etc.
32 3) Stormwater — Not Applicable
33 b. The Contractor shall provide as -built survey including the elevation and location (and
34 provide written documentation to the City) of construction features after the
35 construction is completed including the following:
36 1) Manholes
37 a) Rim and flowline elevations and coordinates for each manhole
38 2) Water Lines
39 a) Cathodic protection test stations
40 b) Sampling stations
41 c) Meter boxes/vaults (All sizes)
42 d) Fire hydrants
43 e) Valves (gate, butterfly, etc.)
44 f) Air Release valves (Manhole rim and vent pipe)
45 g) Blow off valves (Manhole rim and valve lid)
46 h) Pressure plane valves
47 i)Underground Vaults
48 (1) Rim and flowline elevations and coordinates for each
49 Underground Vault.
CITY OF FORT WORTH Walsh Ranch - Quail Valley — Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised February 14, 2018
017123-5
CONSTRUCTION STAKING AND SURVEY
Page 5 of 7
1 3) Sanitary Sewer
2 a) Cleanouts
3 (1) Rim and flowline elevations and coordinates for each
4 b) Manholes and Junction Structures
5 (1) Rim and flowline elevations and coordinates for each manhole
6 and junction structure.
7 4) Stormwater — Not Applicable
8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
9 1.11 FIELD [SITE] CONDITIONS [NOT USED]
10 1.12 WARRANTY
11 PART 2 - PRODUCTS
12 A.A construction survey will produce, but will not be limited to:
13 1. Recovery of relevant control points, points of curvature and points of intersection.
14 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently
15 permanent and located in a manner to be used throughout construction.
16 3. The location of planned facilities, easements and improvements.
17 a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas,
18 utilities, streets, highways, tunnels, and other construction.
19 b. A record of revisions or corrections noted in an orderly manner for reference.
20 c. A drawing, when required by the client, indicating the horizontal and vertical location
21 of facilities, easements and improvements, as built.
22 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all
23 construction staking projects. These cut sheets shall be on the standard city template which
24 can be obtained from the Survey Superintendent (817-392-7925).
25 5. Digital survey files in the following formats shall be acceptable:
26 a. AutoCAD (.dwg)
27 b. ESRI Shapefile (.shp)
28 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard
29 templates, if available)
30 6. Survey files shall include vertical and horizontal data tied to original project control and
31 benchmarks, and shall include feature descriptions
32 PART 3 - EXECUTION
33 3.1 INSTALLERS
34 A.Tolerances:
35 1. The staked location of any improvement or facility should be as accurate as practical and
36 necessary. The degree of precision required is dependent on many factors all of which must
37 remain judgmental. The tolerances listed hereafter are based on generalities and, under
38 certain circumstances, shall yield to specific requirements. The surveyor shall assess any
39 situation by review of the overall plans and through consultation with responsible parties as
40 to the need for specific tolerances.
CITY OF FORT WORTH Walsh Ranch - Quail Valley — Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised February 14, 2018
017123-6
CONSTRUCTION STAKING AND SURVEY
Page 6 of 7
1 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical
2 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft.
3 tolerance.
4 b. Horizontal alignment on a structure shall be within .0.1ft tolerance.
5 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways
6 shall be located within the confines of the site boundaries and, occasionally, along a
7 boundary or any other restrictive line. Away from any restrictive line, these facilities
8 should be staked with an accuracy producing no more than 0.05ft. tolerance from their
9 specified locations.
10 d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric
11 lines, shall be located horizontally within their prescribed areas or easements. Within
12 assigned areas, these utilities should be staked with an accuracy producing no more than
13 0.1 ft tolerance from a specified location.
14 e. The accuracy required for the vertical location of utilities varies widely. Many
15 underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be
16 maintained. Underground and overhead utilities on planned profile, but not depending
17 on gravity flow for performance, should not exceed 0.1 ft. tolerance.
18 B. Surveying instruments shall be kept in close adjustment according to manufacturer's
19 specifications or in compliance to standards. The City reserves the right to request a calibration
20 report at any time and recommends regular maintenance schedule be performed by a certified
21 technician every 6 months.
22 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the
23 closures and tolerances expressed in Part 3.1.A.
24 2. Vertical locations shall be established from a pre -established benchmark and checked by
25 closing to a different bench mark on the same datum.
26 3. Construction survey field work shall correspond to the client's plans. Irregularities or
27 conflicts found shall be reported promptly to the City.
28 4. Revisions, corrections and other pertinent data shall be logged for future reference.
29
30 3.2 EXAMINATION [NOT USED]
31 3.3 PREPARATION [NOT USED]
32 3.4 APPLICATION
33 3.5 REPAIR / RESTORATION
34 A.If the Contractor's work damages or destroys one or more of the control monuments/points set by
35 the City or Developer's Project Representative, the monuments shall be adequately referenced for
36 expedient restoration.
37 1. Notify City or Developer's Project Representative if any control data needs to be restored or
38 replaced due to damage caused during construction operations.
39 a. Contractor shall perform replacements and/or restorations.
40 b. The City or Developer's Project Representative may require at any time a survey
41 "Field Check" of any monument or benchmarks that are set be verified by the City
42 surveyors or Developer's Project Representative before further associated work can
43 move forward.
CITY OF FORT WORTH Walsh Ranch - Quail Valley — Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised February 14, 2018
017123-7
CONSTRUCTION STAKING AND SURVEY
Page 7 of 7
1 3.6 RE -INSTALLATION [NOT USED]
2 3.7 FIELD [OR] SITE QUALITY CONTROL
3 A.It is the Contractor's responsibility to maintain all stakes and control data placed by the City or
4 Developer's Project Representative in accordance with this Specification. This includes
5 easements and right of way, if noted on the plans.
6 B.Do not change or relocate stakes or control data without approval from the City.
7 3.8 SYSTEM STARTUP
8 A.Survey Checks
9 1. The City reserves the right to perform a Survey Check at any time deemed necessary.
10 2. Checks by City personnel or 3rd party contracted surveyor are not intended to relieve the
11 contractor of his/her responsibility for accuracy.
12
13 3.9 ADJUSTING [NOT USED]
14 3.10 CLEANING [NOT USED]
15 3.11 CLOSEOUT ACTIVITIES [NOT USED]
16 3.12 PROTECTION [NOT USED]
17 3.13 MAINTENANCE [NOT USED]
18 3.14 ATTACHMENTS [NOT USED]
19 END OF SECTION
20
21
DATE NAME
8/31/2012 D. Johnson
8/31/2017 M. Owen
Revision Log
SUMMARY OF CHANGE
Added instruction and modified measurement & payment under 1.2; added
definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal
requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ;
Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup.
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 Walsh Ranch - Quail Valley — Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised February 14, 2018
017423-1
DAP CLEANING
SECTION 01 74 23
CLEANING
PART 1- GENERAL
1.1 SUMMARY
Page 1 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 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 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 Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised April 7, 2014
01 74 23 - 2
DAP CLEANING
Page 2 of 4
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 Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised April 7, 2014
017423-3
DAP 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. Exterior (Site or Right of Way) Final Cleaning
1. 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.
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]
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised April 7, 2014
01 74 23 - 4
DAP CLEANING
Page 4 of 4
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised April 7, 2014
SECTION 01 77 19
CLOSEOUT REQUIREMENTS
PART 1- GENERAL
1.1 SUMMARY
017719-1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
A. Section Includes:
1. The procedure for closing out a contract
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. 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.
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised April 7, 2014
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [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 CLOSEOUT PROCEDURE
A. Prior to requesting Final Inspection, submit:
1. Project Record Documents in accordance with Section 01 78 39
2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
01 74 23.
C. Final Inspection
1. After final cleaning, provide notice to the City Project Representative that the Work
is completed.
a. The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertake the Work
required to remedy deficiencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Work associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c. Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
f. Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
D. Notice of Project Completion
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised April 7, 2014
017719-3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
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
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH Walsh Ranch -Quail Valley -Slope Lots
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104479
Revised April 7, 2014
Appendix
GR-01 60 00
PRODUCT
REQUIREMENTS
FORT WORTH.
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03/29/2022
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Approval Spec No.
'on
Manufacturer
Model No.
National Spec
Size
07/23/97
04/26/00
04/26/00
1/26/99
5/13/05
Water & Sewer - Manholes & Bases/Comnonents 33-39-10 (Rev 2/3/16)
33 05 13
33 05 13
33 05 13
33 05 13
33 05 13
Urethane Hydrophilic Watcrstop
Offset Joint for 4' Diam. MH
Profile Gasket for 4' Diam. MH.
HDPE Manhole Adjustment Rings
Manhole External Wrap
Asahi Kogyo K.K.
Hanson Concrete Products
Press -Seal Gasket Corp.
Ladtech, Inc
Canusa - CPS
er - Manholes & Bases/Fiberglass 33-39-13 (1/8/13
1/26/99 33 39 13 Fiberglass Manhole
08/30/06 33 39 13 Fiberglass Manhole
08/24/18
08/24/18
08/24/18
08/24/18
10/31/06
7/25/03
01/31/06
11/02/10
07/19/11
08/10/11
Water & Sewer - Manholes & Bases/Frames &
33 05 13 'Manhole Frames and Covers
Water & Sewer.- Manholes & Bases/Frames &
33 05 13 Manhole Frames and Covers
33 05 13 Manhole Frames and Covers
33 05 13
33 05 13
33 05 13
33 05 13
33 05 13
33 05 13
33 05 13
33 05 13
33 05 13
33 05 13
33 05 13
33 05 13
33 05 13
33 05 13
Manhole Frames and Covers
Manhole Frames and Covers
Manhole Frames and Covers
Manhole Frames and Covers
Manhole Frames and Covers
Manhole Frames and Covers
Manhole Frames and Covers
Manhole Frames and Covers
Manhole Frames and Covers (Hinged)
Manhole Frames and Covers
30" Dia. MH Ring and Cover
30" Dia. MH Ring and Cover
30" Dia. MH Ring and Cover
30" Dia. MH Ring and Cover
10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable)
06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI
09/16/19
10/07/21
03/08/00
04/20/01
33 05 13
34 05 13
30" Dia. MH Ring and Cover
30" Dia. MH Ring and Cover
Fluid Containment, Inc.
L.F. Manufacturing
1
Adeka Ultra -Seal P-201
Drawing No. 35-0048-001
250-4G Gasket
HDPE Adjustment Ring
WrapidSeal Manhole Encapsulation System
Covers/Rectangular 33-05-13 (Rev 2/3/16)
Western Iron Works, Bass & Hays Foundry f
Flowtite
1001
Covers/Standard (Round) 33-05-13 (Rev 2/3/16)
Western Iron Works, Bass & Hays Foundry 30024
McKinley Iron Works Inc. A 24 AM
Neenah Foundry R-1272
Neenah Foundry R- 165-LM (Hinged)
Neenah Foundry NF 1274
Neenah Foundry R-1743-LM (Hinged)
Sigma Corporation MH-144N
Sigma Corporation MH-143N
Pont-A-Mousson GTS-STD
Neenah Casting
Powerseal Hinged Ductile Iron Manhole
Saint-Gobain Pipelines (Pamrex/rexus) RE32-REFS
East Jordan Iron Works V1432-2 and V1483 Designs
Sigma Corporation MH1651FWN & MH16502
Star Pipe Products MH32FTWSS-DC
Accucast 220700 Heavy Duty with Gasket Ring
30" ERGO XL Assembly
East Jordan Iron Works with Cam Lock/MPIC/T-Gasket
SIP Industries 2280 (32")
CAP-ONE-30-FTW, Composite, w/ Lock
Composite Access Products, L.P. w/o Hing
Trumbull Manufacturing 32"(30") Frame and Cover
Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/1Z1
33 05 13
3305 13
3305 13
330513
33 05 13
33 05 13
Manhole Frames and Covers
Manhole Frames and Covers
Manhole Frames and Covers
Manhole Frames and Covers
Manhole Frames and Covers
Manhole Frames and Covers
Pont-A-Mousson
Neenah Casting
Westem Iron Works,Bass & Hays Foundry
McKinley Iron Works Inc.
Accucast
(SIP)Serampore Industries Private Ltd.
Water & Sewer - Manholes & Bases/Precast Concrete (2ev 1/8/13
33 39 10 Manhole, Precast Concrete
33 39 10 Manhole, Precast Concrete
09/23/96 33 39 10 Manhole, Precast Concrete
05/08/18 33 39 10 Manhole, Precast Concrete
10/27/06 33 39 10 Manhole, Precast Concrete
06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete
09/06/19 33 39 20 Manhole, Precast Concrete
10/07/21 32 39 20 Manhole, Precast Concrete
10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete
10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC
Hydro Conduit Corp
Wall Concrete Pipe Co. Inc.
Concrete Product Inc.
The Turner Company
Oldcastle Precast Inc.
US Composite Pipe
Forterra Pipe and Precast
Forterra Pipe and Precast
Armorock
Predl Systems
Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitiou
El-14 Manhole Rehab Systems 0uadex
04/23/01 EI-14 Manhole Rehab Systems Standard Cement Materials, Inc.
E1-14 Manhole Rehab Systems AP/M Permaform
4/20/01 E1-14 Manhole Rehab System Strong Company
5/12/03 E1-14 Manhole Rehab System (Liner) Poly -triplex Technologies
08/30/06 General Concrete Repair FlexKrete Technologies
05/20/96
12/14/01
01/31/06
8/28/2006
08/30/06
aW ter & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious
EI-14 Manhole Rehab Systems
EI-14 Manhole Rehab Systems
Coating for Corrosion protection(Exterior)
Coatings for Corrosion Protection
Coatings for Corrosion Protection
Coatings for Corrosion Protection
33 05 16, 33 39 10,
03/19/18 33 39 20 Coating for Corrosion protection(Exterior)
Sprayrou,
Sun Coast
ERTECH
Chesterton
Warren Environmental
Citadel
Sherwin Williams
Pamtight
300-24P
WPA24AM
RC-2100
300-24-23.75 Ring and Cover
SPL Item #49
48" I.D. Manhole w/ 32" Cone
48", 60" I.D. Manhole w/ 32" Cone
48" I.D. Manhole w/ 24" Cone
Reinforced Polymer Concrete
60" & 72" I.D. Manhole w/32" Cone
48" I.D. Manhole w/32" Cone
48" & 60" I.D. Manhole w/32" Cone
48" & 60" I.D. Manhole w/32" Cone
Refiner MSP
Strong Seal MS2A Rehab System
MH repair product to stop infiltration
Vinyl Polyester Repair Product
Spray Wall Polyurethane Coating
Series 20230 and 2100 (Asphatic Emulsion)
Arc 791, SIHB, 51, S2
S-301 and M-301
SLS-30 Solids Epoxy
RR&C Dampproofing Non-liibered Spray
Grade (Asphatic Emulsion)
ASTM D2240/D412/D792
ASTM C-443/C-361
ASTM 3753
ASTM A48 & AASHTO M306
ASTM A48 & AASHTO M306
ASTM A48 & AASHTO M306
ASTM A48 & AASHTO M306
ASTM A536
AASHTO M306-04
ASSHTO M105 & ASTM A536
ASTM A 48
ASTM A 48
ASTM A 48
ASTM C 478
ASTM C-443
ASTM C 478
ASTM C 478
ASTM C 478
ASTM C-76
ASTM C-76
ASTM C-77
ASTM D5813
ASTM D639/D790
Acid Resistance Test
SS MH
Traffic and Non -traffic area
Non -traffic area
Non -traffic area
2424"x-
24" Dia.
24" Dia.
24" Dia.
24" Dia.
30" Dia.
30" dia.
24" dia.
24" dia.
24" Dia.
30" Dia.
30" Dia.
30" Dia
30" Dia
30" Dia
30" Dia
30" Dia.
30" Dia.
30" Dia.
24" Dia.
24" Dia.
24" Dia.
24" Dia.
24" Dia.
24" Dia.
48"
48"
48" w/32" cone
48", 60"
48" Diam w 24" Ring
48" to 72"
60" & 72"
48"
48" & 60"
48" & 60" Non Traffic Arms
Misc. Use
For Exterior Coating of Concrete
Structures Only
Sewer Applications
Sewer Applications
Sewer Applications
For Exterior Coaling of Concrete
Structures Only
* From Original Standard Products List 1
FORT WORTH.,
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03/29/2022
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Approval Spec No.
.- 'on Manufacturer Model No. National Spec Size
Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/161
33 05 13 Manhole Insert
33 05 13 Manhole Insert
* 33 05 13 Manhole Insert
09/23/96 33 05 13 Manhole Insert
09/23/96 33 05 13 Manhole Insert
Knutson Enterprises
South Westem Packaging
Noflow-Inflow
Southwestem Packing & Seals, Inc.
Southwestem Packing & Seals, Inc.
Made to Order - Plastic
Made to Order - Plastic
Made to Order - Plastic
LifeSaver - Stainless Steel
TetherLok - Stainless Steel
ASTM D 1248
ASTM D 1248
ASTM D 1248
For 24" dia.
For 24" dia.
For 24" dia.
For 24" dia.
For 24" dig
Water & Sewer - Pine Casing Snacers 33-05-24 (07/01/ 11/04/02 Steel Band Casing Spaccrs Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI
02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI
04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers
09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48"
09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48"
05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48"
03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel)
FB-12 Casing Spacer (Coated Carbon Steel)
for Nonjeressure Pipe and Grouted Casing
03/19/18 Casing Spacers
BWM
03/29/22
33 05 13 Casing Spacers
CCI Pipeline Systems
CSC12, CSS12
Water & Sewer - Pines/Ductile Iron 33-11-10(1/8/131
* 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co.
08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co.
08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co.
* 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co.
* 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co.
Super Bell -The Ductile Iron Pressure Pipe,
American Fastite Pipe (Bell Spigot)
American Flex Ring (Restrained Joint)
Water & Sewer - Utility Line Marker (08/24/20181
Sewer - Coatin 1s/Euoxv 33-39-60 (01/08/131
02n5/02 Epoxy Lining System
12/14/01 Epoxy Lining System
04/14/05 Interior Ductile Iron Pipe Coating
01/31/06 Coatings for Corrosion Protection
8/28/2006 Coatings for Corrosion Protection
05/25/18
Sewer - Coatines/Polvurethane
Sewer - Combinatio
33-31-70 Air Release Valve
Sewer - Pipes/Concrete
EI-04 Conc. Pipe, Reinforced
* EI-04 Conc. Pipe, Reinforced
* EI-04 Conc. Pipe, Reinforced
* EI-04 Conc. Pipe, Reinforced
Sauereisen, Inc SewerGard 210RS
Ertech Technical Coatings Ertech 2030 and 2100 Series
Induron Protecto 401
Chesterton Arc 791, SIHB, SI, S2
Warren Environmental 5-301 and M-301
A.R.I. USA, Inc.
Wall Concrete Pipe Co. Inc.
Hydro Conduit Corporation
Hanson Concrete Products
Concrete Pipe & Products Co. Inc.
D025LTP02(Composite Body)
Class III T&G, SPL Item #77
SPL Item #95 Manhole, 1198 Pipc
AWWA C150, C151
AWWA C150, C151
AWWA C150, C151
AWWA C150, C151
AWWA C150, C151
LA County #210-1.33
3" thm 24"
4" thru 30"
4" thre 30"
ASTM B-117 Ductile Iron Pipe Only
Acid Resistance Test Sewer Applications
Sewer Applications
ASTM C 76
ASTM C 76
ASTM C 76
ASTM C 76
Sewer - Pine Enlarament System (Method133-31-23 (01/18/131
PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously
McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously
TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously
Sewer- Pine/Fibernlass Reinforced Pine 33-31-13(1/8
7/21/97 F 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc.
03/22/10 33 31 13 Fiberglass Pipe (FRP) Ameron
04/09/21 Glass -Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group
4/14/05 Polymer Modified Concrete Pipe Amitech USA
06/09/10 EI-9 Reinforced Polymer Concrete Pipe US Composite Pipe
12/02/11
10/22/14
Sewer - PinesIHDPE 33-31-23(1/8/131
High -density polyethylene pipe
High -density polyethylene pipe
High -density polyethylene pipe
High -density polyethylene pipe
Sewer - Pines/PVC (Pressure Sewer) 33-11-12 (4/1/13)
33-11-12 DR-14 PVC Pressure Pipc
33-11-12 DR-14 PVC Pressure Pipe
Hobas Pipe (Non -Pressure)
Bondstrand RPMP Pipe
Thompson Pipe (Flowtite)
Meyer Polycrete Pipe
Reinforced Polymer Concrete Pipe
ASTM D3262/D3754
ASTM D3262/D3754
ASTM D3262/D3754
ASTM C33, A276, F477
ASTM C-76
8" to 102", Class V
Phillips Driscopipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8"
Plexco Inc. ASTM D 1248 8"
Polly Pipe, Inc. ASTM D 1248 8"
CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248
Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" Ihm 12"
Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thm 12"
* From Original Standard Products List
2
FORT WORTH.,
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03/29/2022
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Approval Spec No. 'on
Sewer - Pines/P C - -21 (7/1/13)
12/23/97*
01/18/18
11/11/98
09/11/12
05/06/05
04/27/06
3/19/2018
3/19/2018
3/29/2019
10/21/2020
10/22/2020
10/21/2020
33-31-20 PVC Sewer Poe
33-31-20
33-31-20
33-31-20
33-31-20
33-31-20
33-31-20
33-31-20
33-31-20
33-31-20
33 31 20
33 31 20
33 31 20
33 31 20
33 31 20
33 31 20
PVC Sewer Pipe
PVC Sewer Pipe
PVC Sewer Pipe
PVC Sewer Pipe
PVC Sewer Pipe
PVC Sewer PRr
PVC Solid Wall Pipe
PVC Sewer Fittings
PVC Sewer Fittings
PVC Sewer Pipe
PVC Sewer Pyre
Gasketed Fittings (PVC)
PVC Sewer Pipe
PVC Sewer Pipe
PVC Sewer Pipe
Manufacturer
J-M Manufacturing Co., Inc. (JM Eagle)
Diamond Piastres Corporation
Lamson Vylon Pipe
Vinyltech PVC Pipe
Diamond Piastres Corporation
J-M Manufacturing Co, Inc. (JM Eagle)
Ptq life Jet Stream
Diamond Plastics Corporation
Harco
Plastic Trends, Inc.(Westlake)
Proelife Jet Stream
Proelife let Stream
GPK Products, Inc.
NAPCO(Westlake)
Sanderson Pipe Corp.
NAPCO(Westlake)
Model No.
SDR-26
SDR-26
Gravity Sewer
"S" Gravity Sewer Pipe
SDR 26/35 PS 115/46
SDR-26 and SDR-35
SDR 26/35 PS 115/46
SDR-26 and SDR-35 Gasket Fittings
Gasketed PVC Sewer Main Fittings
SDR 35
SDR26
SDR 26
SDR 26
SDR 26
SDR 26/35 PS 115/46
National Spec
ASTM D 3034
ASTM D 3034
ASTM F 789
ASTM D3034
ASTM F 679
ASTM F 679
ASTM F-679
ASTM F-679
ASTM D-3034, D-1784, etc
ASTM D 3034
ASTM F679
ASTM D3034
ASTM D3034/F-679
ASTM D3034
ASTM D3034
ASTM F-679
Size
4" - 15"
4" thru 15"
4" thru 15"
4" thru 15"
18" to 27"
18" - 28"
18"
18" to 48"
4" - 15"
18"- 24"
4"- 15"
4"- 15"
4" - 15"
4"- 15"
18"- 36"
*
05/03/99
05/29/96
Cured in Place Pare
Cured in Place Pipe
Cured in Place Pipe
Sewer - Pines/Rehab/Fold & Form
Fold and Form Pipe
11/03/98 Fold and Form Pipe
Fold and Form Proe
12/04/00 Fold and Form Pipe
06/09/03 Fold and Form Pipe
Insituform Texark, Inc
National Envirotech Group
Reynolds Inc/hrlrner Technolgy (Inliner USA)
Cullum Pipe Systems, Inc.
Insituform Technologies, Inc.
American Pipe & Plastics, Inc.
Ultraliner
Miller Pipeline Corp.
National Liner, (SPL) Item #27
Inliner Technology
Insituf "NuPlpe"
Ultraliner PVC Alloy Pipeliner
EX Method
ASTM F 1216
ASTM F-1216/D-5813
ASTM F 1216
ASTM F-1504
ASTM F-1504, 1871, 1867
ASTM F-1504, F-1947
Demo. Purpose Only
Up to 18" diameter
Sewer - Pipes/Open Profile Larne Diameter
09/26/91 E100-2 PVC Sewer Pipe, Ribbed
09/26/91 E100-2 PVC Sewer Proe, Ribbed
E100-2 PVC Sewer Pare, Ribbed
11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall
11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall
05/16/11 Steel Reinforced Polyethylene Pipe
Ol/18/18
08/28/02
07/23/12
10/27/87
10/27/87
Lamson Vylon Poe
Extrusion Technologies, Inc.
Uponor ETI Company
Advanced Drainage Systems (ADS)
Advanced Drainage Systems (ADS)
ConTech Construction Products
Carlon Vylon H.C. Closed Profile Pipe,
Ultra -Rib Open Profile Sewer Pipe
SaniTite HP Double Wall (Corrugated)
SanrTde HP Triple Wall Proe
Durmaxx
Water - AnourenM2-10 (07/0
33-12-10
33-12-10
Double Strap Saddle
Double Strap Saddle
Double Strap Service Saddle
Curb Stops -Ball Meter Valves
Curb Stops -Ball Meter Valves
5/25/2018 33-12-10 Curb Stops -Ball Meter Valves
5/25/2018 33-12-10 Curb Stops -Ball Meter Valves
5/25/2018 33-12-10 Curb Stops -Ball Meter Valves
5/25/2018 33-12-10 Curb Stops -Ball Meter Valves
5/25/2018 33-12-10 Curb Stops -Ball Meter Valves
5/25/2018 33-12-10 Curb Stops -Ball Meter Valves
01/26/00
0/5/21/12 33-12-25
03/29/22
05/10/11
02/29/12
02/29/12
02/29/12
05/10/11
08/30/06
Coated Tapping Saddle with Double SS Straps
Tapping Sleeve (Coated Steel)
33-12-25 ITapping Sleeve (Coated or Stainless Steel)
Tapping Sleeve (Stainless Steel)
33-12-25 Tapping Sleeve (Coated Steel)
33-12-25 Tapping Sleeve (Stainless Steel)
33-12-25 Tapping Sleeve (Stainless Steel)
Joint Repair Clamp
Plastic Meter Box w/Composite Lid
Plastic Meter Box w/Composite Lid
Plastic Meter Box w/Composite Lid
Concrete Meter Box
Concrete Meter Box
Concrete Meter Box
Water - Bolts. Nuts. and Gaskets 33-11-05 (01/08/131
Romac
Smith Blair
Mueller Company
McDonald
McDonald
Ford Meter Box Co., Inc.
Ford Meter Box Co., Inc.
Ford Meter Box Co., Inc.
Mueller Co., Ltd.
Mueller Co., Ltd.
Mueller Co., Ltd.
JCM Industries, Inc.
JCM Industries, Inc.
JCM Industries, Inc.
Powerseal
Romac
Romac
Romac
Powerseal
DFW Plastics Inc.
DFW Plastics Inc.
DFW Plastics Inc.
Bass & Hays
Bass & Hays
Bass & Hays
202NS Nylon Coated
#317 Nylon Coated Double Strap Saddle
DR2S Double (SS) Strap DI Saddle
6100M,6100MT & 610MT
4603B, 4604B, 6100M, 6100TM and 6101M
FB600-7NL, FB1600-7-NL, FV23-777-W-NL,
L22-77NL
FB600-6-NL, FB1600-6-NL, FV23-666-W-
NL, L22-66NL
FB600-4-NL, FB1600-4-NL, B11-444-WR-
NL, B22444-WR-NL, L28-44NL
B-25000N, B-24277N-3, B-20200N-3, H-
15000N„ H-1552N, H142276N
B-25000N, B-20200N-3, B-24277N-3,H-
15000N, H-14276N, H-15525N
B-25000N, B-20200N-3,H-15000N, 11-
15530N
#406 Double Band SS Saddle
412 Tapping Sleeve ESS
415 Tapping Sleeve
3490AS (Flange) & 3490M1
FTS 420
SST Stainless Steel
SST III Stainless Steel
3232 Bell Joint Repair Clamp
DFW37C-12-1EPAF FTW
DFW39C-12-1EPAF FTW
DFW65C-14-IEPAF FTW
CMB37-B12 1118 LID-9
CMB-18-Dual 1416 LID-9
CMB65-B65 1527 LID-9
ASTM F 679
ASTM F 679
ASTM F 2736
ASTM F 2764
ASTM F 2562
AWWA
AWWA C800
AWWA C800
AWWA C800
AWWA C800
AWWA C800, ANSF 61,
ANSI/NSF 372
AWWA C800, ANSF 61,
ANSI/NSF 372
AWWA C800, ANSF 61,
ANSIMSF 372
AWWA C-223
AWWA C-223
AWWA C-223
AWWA C-223
AWWA C-223
18" to 48"
18" to 48"
24"-30"
30" to 60"
24" to 72"
1 "-2" SVC, up to 24" Pipe
1"-2" SVC, up to 24" Pipe
3/4" and 1"
1 %" and 2"
2"
1"
I"-2" Taps on up to 12"
Up to 30" w/12" Out
Concrete Prpe Only
4"-8" and 16"
Up to 42" w/24" Out
Up to 24" w/12" Out
Up to 30" w/12" Out
4" to 30"
Class "A"
* From Original Standard Products List 3
FORT WORTH.
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03/29/2022
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Approval Spec No. •1 'on
Water - Combination Air a ease 33-31-70 (01/08/13)
E1-11 Combination Air Release Valve
E1-11
E1-11
Combination Air Release Valve
Combination Air Release Valve
rWater - Dry Barrel Fire Hydrants 33-12-40 (O1/15/141
10/01/87
03/31/88
09/30/87
01/12/93
08/24/88
09/24/87
10/14/87
01/15/88
10/09/87
09/16/87
08/12/16
E-1-12
E-1-12
E-1-12
E-1-12
E-1-12
E-1-12
E-1-12
Dry Barrel Fire Hydrant
Dry Barrel Fire Hydrant
Dry Barrel Fire Hydrant
Dry Barrel Fire Hydrant
Dry Barrel Fire Hydrant
Dry Barrel Fire Hydrant
Dry Barrel Fire Hydrant
E-1-12 Dry Barrel Fire Hydrant
E1-12
E-1-12
E-1-12
33-12-40
Dry Barrel Fire Hydrant
Dry Barrel Fire Hydrant
Dry Barrel Fire Hydrant
Dry Barrel Fire Hydrant
Manufacturer
GA Industries, Inc.
Multiplex Manufacturing Co.
Valve and Primer Corp.
American -Darling Valve
American Darling Valve
Clow Corporation
American AVK Company
Clow Corporation
ITT Kennedy Valve
M&H Valve Company
Mueller Company
Mueller Company
U.S. Pipe & Foundry
Waterous Company
EJ (East Jordan Iron Works)
Model No.
National Spec
Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A
240 - float, ASTM A 307 - Cover
Bolts
Crispin Air and Vacuum Valves, Model No
APCO #143C, #145C and #147C
Drawing Nos. 90-18608, 94-18560 AWWA C-502
Shop Drawing No. 94-18791 AWWA C-502
Shop Drawing No. D-19895 AWWA C-502
Model 2700 AWWA C-502
Drawings D20435, D20436, B20506 AWWA C-502
Shoo Drawing No. D-80783FW AWWA C-502
Shop Drawing No. 13476 AWWA C-502
Shop Drawings No. 6461
A-423 Centurion AWWA C-502
Shop Drawing FH-12
A-423 Super Centurion 200 AWWA C-502
Shop Drawing No. 960250 AWWA C-502
Shop Drawing No. SK740803 AWWA C-502
WaterMaster 5CD250
Size
1"&2"
1/2" 1"&2"
1" 2"&3"
02/05/93 E 101-5 Detector Check Meter
08/05/04 Magnetic Drive Vertical Turbine
Ames Company
Hersey
Model 1000 Detector Check Valve AWWA C550
Magnetic Drive Vertical AWWA C701, Class 1
Water - Pines/PVC (Pressure Water) 33-31-70 (01/08/13)
01/18/18
3/19/2018
3/19/2018
5/25/2018
5/25/2018
12/6/2018
12/6/2018
9/6/2019
9/6/2019
9/6/2019
9/6/2019
33-11-12
33 11 12
33 11 12
33 11 12
33 11 12
PVC Pressure Pipe
PVC Pressure Pipe
PVC Pressure Pipe
PVC Pressure Pipe
PVC Pressure Pipe
33 11 12 PVC Pressure Pipe
33 11 12 PVC Pressure Pipe
33 11 12
33 11 12
33 11 12
33 11 12
PVC Pressure Pipe
PVC Pressure Pipe
PVC Pressure Pipe
PVC Pressure Pipe
Vinyltech PVC Pipe
Pipelife Jet Stream
Pipelife Jet Stream
Diamond Plastics Corporation
Diamond Plastics Corporation
J-M Manufacturing Co., Inc d/b/a JM Eagle
J-M Manufacturing Co., Inc d/b/a JM Eagle
Underground Solutions Inc.
NAPCO(Westlake)
NAPCO(Westlake)
Sanderson Pipe Corp.
Water - Pines/Valves & Fittinos/Duetile Iron Fittings 33-11-11 (01/08/13
07/23/92 EI-07 Ductile Iron Fittings Star Pipe Products, Inc.
* EI-07 Ductile Iron Fittings
* EI-07 Ductile Iron Fittings
08/11/98 EI-07 Ductile Iron Fittings
02/26/14 EI-07 MI Fittings
05/14/98 EI-07 Ductile Iron Joint Restraints
05/14/98 E1-24 PVC Joint Restraints
11/09/04 E1-07 Ductile Iron Joint Restraints
02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint
02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC)
03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)
08/05/04 EI-07 Mechanical Joint Retainer Glands(PVC)
08/10/98 EI-07 MI Fittings(DIP)
10/12/10 EI-24 Interior Restrained Joint System
08/16/06 E1-07 Mechanical Joint Fittings
11/07/16 33-11-11 Mechanical Joint Retainer Glands
11/07/16 33-11-11 Mechanical Joint Retainer Glands
03/19/18 33-11-11 Mechanical Joint Retainer Glands
03/19/18 33-11-11 Mechanical Joint Retainer Glands
03/19/18 33-11-11 Mechanical Joint Retainer Glands
Griffin Pipe Products, Co.
McWane/Tyler Pipe/ Union Utilities Division
Sigma, Co.
Accucast
Ford Meter Box Co./Uni-Flange
Ford Meter Box Co./Uni-Flange
One Bolt, Inc.
EBAA Iron, Inc.
EBAA Iron, Inc.
Sigma, Co.
Sigma, Co.
Sigma, Co.
Sigma, Co.
S & B Techncial Products
SIP Industries(Serampore)
Star Pipe Products, Inc.
Star Pipe Products, Inc.
SIP Industries(Serampore)
SIP Industries(Serampore)
SIP Industries(Serampore)
DR14
DR14
DR18
DR 14
DR 18
DR 14
DR 18
DR14 Fusible PVC
DR18
DR14
DR14
Mechanical Joint Fittings
Mechanical Joint Fittings
Mechanical Joint Fittings, SSB Class 350
Mechanical Joint Fittings, SSB Class 351
Class 350 C-153 MI Fittings
Uni-Flange Series 1400
Uni-Flange Series 1500 Circle -Lock
One Bolt Restrained Joint Fitting
Megalug Series 1100 (for DI Pipe)
Megalug Series 2000 (for PVC Pipe)
Sigma One-Lok SLC4 - SLCIO
Sigma One-Lok SLCS4 - SLCS12
Sigma One-Lok SLCE
Sigma One-Lok SLDE
Bulldog System ( Diamond Lok 21 & JM
Mechanical Joint Fittings
PVC Stargrip Series 4000
DIP Stargrip Series 3000
EZ Grip Joint Restraint (EZD) Black For DIP
EZ Grip Joint Restraint (EZD) Red for C900
DR14 PVC Pipe
EZ Grip Joint Restraint (EZD) Red for C900
DR18 PVC Pipe
AWWA C900, AWWA C605,
ASTM D1784
AWWA C900
AWWA C900
AWWA C900
AWWA C900
AWWA C900-16
UL 1285
ANSI/NSF 61
FM 1612
AWWA C900-16
UL 1285
ANSI/NSF 61
FM 1612
AWWA C900
AWWA C900
AWWA C900
AWWA C900
AWWA C153&C110
AWWA C 110
AWWA C 153, C 110, C 111
AWWA C 153, C 110, C 112
AWWA C153
AWWA C111/C153
AWWA C111/C153
AWWA C111/C116/C153
AWWA C111/C116/C153
AWWA C111/C116/C153
AWWA C111/C153
AWWA C111/C153
AWWA C111/C153
AWWA C153
ASTM F-1624
AWWA C153
ASTM A536 AWWA C111
ASTM A536 AWWA C111
ASTM A536 AWWA C111
ASTM A536 AWWA C111
ASTM A536 AWWA C111
4"-12"
4"-12"
16'-24"
4" - 8"
16" -24"
4"- 12"
4" to 36"
4" to 24"
4" to 12"
4"to42"
4"to24"
4" to 10"
4" to 12"
12" to 24"
4" to 12"
4" to 24"
16'-24"
* From Original Standard Products List 4
FORT WORTH.,
Note: All water o
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03/29/2022
sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Approval Spec No. on
Water - Pines/Va ves : Ft ' esilient Seated Gate Valve* 33-12-20 (05/13/151
Manufacturer
Model No.
National Spec
Size
12/13/02
08/31/99
05/18/99
10/24/00
08/05/04
05/23/91
01/24/02
11/08/99
01/23/03
05/13/05
01/31/06
01/28/88
10/04/94
11/08/99
11/29/04
11/30/12
05/08/91
10/26/16
08/24/18
1/11/99
06/12/03
04/06/07
03/19/18
E1-26
E1-26
E1-26
E1-26
E1-26
E1-26
E1-26
E1-26
E1-26
Resilient Wedged Gate Valve w/no Gears American Flow Control
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Seated Gate Valve
Resilient Seated Gate Valve
Resilient Seated Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient We eGate Valve
Resilient Seat Gate Valve
E1-26 Resilient Seated Gate Valve
33-12-20
Resilient Seated Gate Valve
Mateo Gate Valve
American Flow Control
American Flow Control
American Flow Control
American Flow Control
American Flow Control
American AVK Company
American AVK Company
Kennedy
M&H
Mueller Co.
Mueller Co.
Mueller Co.
Mueller Co.
Mueller Co.
Clow Valve Co.
Clow Valve Co.
Clow Valve Co.
Clow Valve Co.
Clow Valve Co.
Stockham Valves & Fittings
U.S. Pipe and Foundry Co.
EJ (East Jordan Iron Works)
Matco-Norca
Series 2500 Drawing # 94-20247
Series 2530 and Series 2536
Series 2520 & 2524 (SD 94-20255)
Series 2516 (SD 94-20247)
Series 2500 (Ductile Iron)
42" and 48" AFC 2500
American AVK Resilient Seaded GV
Series A2361 (SD 6647)
Serves A2360 for 18"-24" (SD 6709)
Mueller 30" & 36", C-515
Mueller 42" & 48", C-515
16" RS GV (SD D-20995)
Clow RW Valve (SD D-21652)
Clow 30" & 36" C-515
Clow Valve Model 2638
Metrosea1250, regmrements SPL #74
EJ FlowMaster Gate Valve & Boxes
225 MR
AWWA C515
AWWA C515
AWWA C515
AWWA C515
AWWA C515
AWWA C509
AWWA C515
AWWA C515
AWWA C515
AWWA C515
AWWA C509
AWWA C515
AWWA C515
AWWA C515
AWWA C515
AWWA C 509, ANSI 420 - stem,
ASTM A 276 Type 304 - Bolts &
ants
AWWA/ANSI C115/An21.15
16"
30" and 36"
20" and 24"
16"
4" to 12"
42" and 48"
4" to 12"
20" and smaller
4" - 12"
4" - 12"
4" - 12"
16"
24" and smaller
30" and 36"
42" and 48"
4" - 12"
16"
24" and smaller
30" and 36" (Note 3)
24" to 48" (Note 3)
4" 2„
3" to 16"
4" to 16"
Water - Pioes/Va1ve9'& Fittines/Rubber Seated Butterfly Va1v3-12-21707/10/1AT.
EI-30
EI-30
E1-30
E1-30
E1-30
33 12 21
Rubber Seated Butterfly Valve
Rubber Seated Butterfly Valve
Rubber Seated Butterfly Valve
Valmatic American Butterfly Valve
Rubber Seated Butterfly Valve
Rubber Seated Butterfly Valve
Water - Polvettvlene Encasement 33-11-10 (01/08/131
05/12/05
05/12/05
05/12/05
09/06/19
3/12/96
El-13
E1-13
E1-13
33-11-11
Polyethylene Encasment
Polyethylene Encasment
Polyethylene Encasment
Polyethylene Encasment
Water - Samuline Station
1 Water Sampling Station
Henry Pratt Co.
Mueller Co.
Dezurik Valves Co.
Valmatic Valve and Manufacturing Corp.
M&H Valve
G. A. Industries (Golden Anderson)
Flexsol Packaging
Mountain States Plastics (MSP) and AEP Ind.
AEP Industries
Northtown Products Inc.
Water Plus
Valmatic American Butterfly Valve.
M&H Style 4500 & 1450
AWWA C504 Butterfly Valve
Fulton Enterprises
Standard Hardware
Bullstrong by Cowlown Bolt & Gasket
PE Encasement for DIP
B20 Water Sampling Station
AWWA C-504
AWWA C-504
AWWA C-504
AWWA C-504
AWWA C-504
AWWA C-504
AWWA C105
AWWA C105
AWWA C105
AWWA C105
Water - Automatic Flusher
10/21/20
04/09/21
04/09/21
Automated Flushing System
Automated Flushing System
Automated Flushing System
Mueller Hydroguard
Kupferle Foundry Company
Kupf le Foundry Company
HG6-A-IN-2-BRN-LPRR(Portable)
HG2-A-IN--2-PVC-018-LPLG(Permanent)
Eclipse #9800wc
Eclipse 49700 (Portable)
24"
24"and smaller
24" and larger
Up to 84" diameter
24" to 48"
30"-54"
8 mil LLD
8 mil LLD
8 mil LLD
8 mil LLD
* From Original Standard Products List 5
FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 02/13/2023
Approval Spec No. Classification Manufacturer hIodcl \o. National Spec
Concrete
9/9/2022 03 30 00 Mix Design American Concrete Company
9/9/2022 03 30 00 Mix Design American Concrete Company
9/9/2022 03 30 00 Mix Design American Concrete Company
9/9/2022 03 30 00 Mix Design American Concrete Company
9/9/2022 03 30 00 Mix Design Argos
9/9/2022 03 30 00 Mix Design Argos
9/9/2022 03 30 00 Mix Design Argos
9/9/2022 03 30 00 Mix Design Argos
9/9/2022 03 30 00 Mix Design Argos
9/9/2022 03 30 00 Mix Design Argos
9/9/2022 03 30 00 Mix Design Argos
9/9/2022 03 30 00 Mix Design Argos
9/9/2022 03 30 00 Mix Design Argos
9/9/2022 03 30 00 Mix Design Argos
9/9/2022 03 30 00 Mix Design Argos
9/9/2022 03 30 00 Mix Design Argos
9/9/2022 03 30 00 Mix Design Argos
9/9/2022 03 30 00 Mix Design Argos
9/9/2022 03 30 00 Mix Design Argos
9/9/2022 03 30 00 Mix Design Argos
9/9/2022 03 30 00 Mix Design Argos
9/9/2022 03 30 00 Mix Design Argos
9/9/2022 03 30 00 Mix Design Argos
9/9/2022 03 30 00 Mix Design Big D Concrete
9/9/2022 03 30 00 Mix Design Big D Concrete
9/9/2022 03 30 00 Mix Design Big Town Concrete
9/9/2022 03 30 00 Mix Design Big Town Concrete
9/9/2022 03 30 00 Mix Design Bumco Texas
9/9/2022 03 30 00 Mix Design Burnco Texas
9/9/2022 03 30 00 Mix Design Bumco Texas
9/9/2022 03 30 00 Mix Design Burnco Texas
9/9/2022 03 30 00 Mix Design Bumco Texas
9/9/2022 03 30 00 Mix Design Burnco Texas
9/9/2022 03 30 00 Mix Design Bumco Texas
9/9/2022 03 30 00 Mix Design Burnco Texas
9/9/2022 03 30 00 Mix Design Bumco Texas
9/9/2022 03 30 00 Mix Design Burnco Texas
9/9/2022 03 30 00 Mix Design Carder Concrete
9/9/2022 03 30 00 Mix Design Carder Concrete
9/9/2022 03 30 00 Mix Design Carder Concrete
9/9/2022 03 30 00 Mix Design Carder Concrete
9/9/2022 03 30 00 Mix Design Carder Concrete
9/9/2022 03 30 00 Mix Design Carder Concrete
9/9/2022 03 30 00 Mix Design Carder Concrete
9/9/2022 03 30 00 Mix Design Carder Concrete
9/9/2022 03 30 00 Mix Design Charley's Concrete
9/9/2022 03 30 00 Mix Design Charley's Concrete
9/9/2022 03 30 00 Mix Design Charley's Concrete
9/9/2022 03 30 00 Mix Design Charley's Concrete
9/9/2022 03 30 00 Mix Design Charley's Concrete
9/9/2022 03 30 00 Mix Design Charley's Concrete
9/9/2022 03 30 00 Mix Design Charley's Concrete
9/9/2022 03 30 00 Mix Design Charley's Concrete
9/9/2022 03 30 00 Mix Design Charley's Concrete
9/9/2022 03 30 00 Mix Design Charley's Concrete
9/9/2022 03 30 00 Mix Design Charley's Concrete
9/9/2022 03 30 00 Mix Design Charley's Concrete
9/9/2022 03 30 00 Mix Design Chisholm Trail Redi Mix
9/9/2022 03 30 00 Mix Design City Concrete Company
30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps
01JAF382 1000 psi Concrete Base Material for Trench Repair
40CNF065 4000 psi Concrete for Manholes & Utility Structures
45CAF076 4500 psi Concrete for Hand Placed Paving
D10000001737 4500 psi Concrete for Hand Placed Paving
D10000001791 4500 psi Concrete for Hand Placed Paving
D10000001793 4500 psi Concrete for Hand Placed Paving
D10000001103 4500 psi Concrete for Hand Placed Paving
D10000002107 4500 psi Concrete for Hand Placed Paving
D10000001273 4500 psi Concrete for Hand Placed Paving
D10000001617 3600 psi Concrete for Machine Placed Paving
D10000008381 4500 psi Concrete for HES Paving
D10000009857 50 psi Flowable Fill - CLSM
D10000001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter
D1000001043S 3000 psi Concrete for Sidewalks, Curbs
D1000001565S 3000 psi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps
D1000001615 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking
D10000001061 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking
D10000001083S 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking
D10000001083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking
D10000001685 4000 psi Concrete for Valve Pads
D10000005751 750 Psi Concrete Base for Trench Repair
D10000001681 4000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters
7SKGRT 3000 psi Concrete for Grouting
14500AE 4500 psi Concrete for High Early Strength Paving
452065-1 4500 psi hand placed paving
450065-1 4500 psi hand placed paving
45U500BG 4500 psi Concrete Mix for Hand Placed Paving, Storm Structures
40U553BG 4000 psi Concrete Mix for Machine Placed Paving
55U120AG 4000 psi Concrete Mix for High Early Strength Paving
30U100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps
30U101AG 3000 psi Concrete Mix for Flatwork
30U500BG 3000 psi Concrete Mix for Blocking, Driveways, Curb & Gutters, Sidewalks, ADA Ramps
40U500BG 4000 psi Concrete Mix for Storm Drain Structures, Driveways, Screen Walls
36U500BG 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations
08Y450BA 800 psi Concrete Mix for Base for Trench Repair
01Y690BF 100 psi Concrete Mix for Flowable Fill
FWCC602021 4500 psi concrete for Hand Placed Paving
FWCC552091 3600 psi for Machine Placed Paving
FWCC602091 3600 psi for Machine Placed Paving
FWCC359101 Flowable Fill - CLSM
FWFF237501 Flowable Fill - CLSM
FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches,
Lighting & Traffic Signal Foundations
FWCC502021 3500 psi concrete for Sidewalks, Driveways, Ramps, Curb & Gutter
FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork
4142 3600 psi Concrete for Curb Inlets, Junction Boxes
4518 4000 psi Concrete for Headwalls, Wingwalls
5167 3600 psi Concrete Mix for Machine Placed Paving
4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes
6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes
4502 3000 psi Concrete Mix for Sidewalks
3759 3000 psi Concrete Mix for Sidewalks
1502 150 psi Concrete for Flowable Fill-CLSM
1518 150 Psi Concrete for Flowable Fill-CLSM
5642 4000 psi Concrete for Storm Drain Structures
6595 5000 psi Concrete Mix for High Early Strength Paving
6589 4500 psi Concrete Mix for High Early Strength Paving
C13020AE 3000 psi Concrete for Driveways, Curb & Gutter
11-350-FF 50-150 psi Concrete for Flowable Fill-CLSM
FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 02/13/2023
Approval Spec No. Classification
Concrete (Continued)
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
11/16/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 34 13 Mix Design
9/9/2022 03 34 13 Mix Design
9/9/2022 03 34 13 Mix Design
9/9/2022 03 34 13 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
11/14/2022 32 13 13 Mix Design
9/9/2022 33 13 13 Mix Design
9/9/2022 34 13 13 Mix Design
9/9/2022 35 13 13 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
1/18/2023 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
Concrete(Continued)
Manufacturer
City Concrete Company
City Concrete Company
City Concrete Company
City Concrete Company
City Concrete Company
City Concrete Company
City Concrete Company
City Concrete Company
City Concrete Company
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
Cow Town Redi Mix
GCH Concrete Services
GCH Concrete Services
GCH Concrete Services
Ingram Concrete & Aggregates
Ingram Concrete & Aggregates
Ingram Concrete & Aggregates
Ingram Concrete & Aggregates
Ingram Concrete & Aggregates
Ingram Concrete & Aggregates
Ingram Concrete & Aggregates
Ingram Concrete & Aggregates
Holcim - SOR, Inc.
Holcim - SOR, Inc.
Ingram Concrete & Aggregates
hIodel \o. National Spec
30HA25113000 psi Concrete for Rip -Rap
30HA20II 3000 psi Concrete Mix for Blocking, Sidewalks, Flatwork, Pads
45NG25II 3600 psi Concrete Mix for Drilled Shafts
50QG25II 3600 psi Slurry Displaced Drilled Shaft
45NA20II 4500 psi Concrete Mix for Hand Placed Paving
36LA2011 3600 psi Concrete Mix for Machine Placed Paving
36JA001J 3600 psi Concrete Mix for Machine Placed Paving
40LA2011 4000 psi Concrete Mix for Storm Drain Structures
CLNG25II 3600 psi concrete for Drilled Shaft
250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps
350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps
9 70 psi Flowable Fill - CLSM
9-S-2 70 psi Flowable Fill - CLSM
220-8 50 psi Concrete Mix for Flowable Fill - CLSM
320-8 50 psi Concrete Mix for Flowable Fill - CLSM
230-8 750 psi Concrete Base Material for Trench Repair
330-S8 750 psi Concrete Base Material for Trench Repair
353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls
253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls
260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls, Lighting and Traffic Signal Foundations
260-1 3600 psi Concrete Mix for Headwalls
260-2 3600 psi Concrete Mix for Box Culverts, Headwalls, Lighting and Traffic Signal Foundations
360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls, Lighting & Traffic Signal Foundations
360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls
264-N 4500 psi Concrete Mix for Hand Placed Paving
366 4500 psi Concrete Mix for Hand Placed Paving
265 4500 psi Concrete Mix for Hand Placed Paving
365 4500 psi Concrete Mix for Hand Placed Paving
370-NC 4500 psi Concrete for HES Paving
370-1NC 5000 psi Concrete for HES Paving
375-NC 5000 psi Concrete for HES Paving
267 4200 psi Concrete Mix for Manholes and Drainage Structures
270 5000 psi Concrete Mix for Cast -in -Place Box Culverts
370 5000 psi Concrete Mix for Cast -in -Place Box Culverts
255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement
257 3600 psi Concrete mix for Valley Gutters
357-M 3600 psi Concrete Mix for Machine Placed Paving
257-M 3600 psi Concrete Mix for Machine Placed Paving
260-M 4000 psi Concrete Mix for Machine Placed Paving
360-M 4000 psi Concrete Mix for Machine Placed Paving
255-LP 3000 psi Concrete Mix for Curb & Gutter
355-LP 3000 psi Concrete Mix for Curb & Gutter
255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement
355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement
365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs
357 3600 psi Concrete Mix for Valley Gutters
380-NC 4500 psi Concrete for HES Paving
GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Drain Structures
GCHVS 4000 psi Concrete for Machine Placed Paving
GCH4500 4500 psi Concrete Hand Placed Paving
C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps
2MWR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps
2MWR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps
2MWR-056PS5D5 4000 psi Concrete Machine Placed Paving
2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving
2MWR-10MQS50N 4500 psi Concrete for Hand Placed Paving
161PS5EM 4500 psi Concrete for Hand Placed Paving
C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps
1551 3000 psi Concrete Mix for Blocking
5177 3000 psi Concrete Mix for Sidewalks
161PS5EM 4500 psi Concrete Mix for Hand Placed Paving
FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 02/13/2023
Approval Spec No. Classification Manufacturer Model \o. National Spec
9/9/2022 03 30 00 Mix Design
9/9/2022 4 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
12/15/2022 3 30 00 Mix Design
9/9/2022 04 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
12/5/2022 4 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
1/24/2023 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 34 13 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
11/2/2022 32 13 13 Mix Design
11/2/2022 32 13 13 Mix Design
11/2/2022 32 13 13 Mix Design
11/15/2022 33 13 13 Mix Design
11/15/2022 34 13 13 Mix Design
11/2/2022 32 13 13 Mix Design
11/2/2022 32 13 13 Mix Design
11/2/2022 32 13 13 Mix Design
11/2/2022 32 13 13 Mix Design
11/2/2022 32 13 13 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
1/24/2023 03 30 00 Mix Design
1/24/2023 03 30 00 Mix Design
Concrete(Continued)
1/24/2023 103 30 00 'Mix Design
Holcim - SOR, Inc.
Holcim - SOR, Inc.
Holcim - SOR, Inc.
Holcim - SOR, Inc.
Holcim - SOR, Inc.
Holcim - SOR, Inc.
Holcim - SOR, Inc.
Holcim - SOR, Inc.
Holcim - SOR, Inc.
Holcim - SOR, Inc.
Holcim - SOR, Inc.
Liquid Stone
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
Martin Marietta
NCS Redi Mix
NCS Redi Mix
NBR Ready Mix
NBR Ready Mix
Rapid Redi Mix
Rapid Redi Mix
1261 3000 psi Concrete Mix for Sidewalks
2125 4500 psi Concrete for HES Paving
1701 4000 psi Concrete Mix for Storm Drain Structures, Sanitary Sewer Manholes
5409 4000 psi Concrete Mix for Sidewalks, Inlets
5507 4500 psi Concrete Mix for Hand Placed Paving
3741 100 psi concrete for flowable fill/CSLM
5017 200 psi Concrete for Base Material for Trench Repair
9600 3600 psi Concrete for Drill Shafts
1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving
1822 3600 psi Concrete for Drilled Shafts
1859 4000 psi Concrete for Drilled Shafts
*C451DHR-A 4500psi Concrete for HES Paving
R2131014 3000 psi Concrete for Sidewalks & Ramps
R2132214 3,000 psi Concrete for Sidewalks & Ramps
D9490SC 3,000 psi Concrete for Sidewalks & Ramps
R2131214 3,000 psi Concrete for Sidewalks & Ramps
R2131314 3,000 psi Concrete for Sidewalks & Ramps
R2136014 3,000 psi Concrete for Sidewalks & Ramps
R2136214 3,000 psi Concrete for Sidewalks & Ramps
R2141224 4,000 psi Concrete for Sidewalks & Ramps
R2141024 4,000 psi Concrete for Sidewalks & Ramps
R2136224 3,600 psi Concrete for Curb Inlets
R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blocking & Encasement
FLOW25A 50 psi Concrete for Flowable Fill/CLSM
R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls
R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement
R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads
R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads
R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures
R2146034 4,500 psi Concrete for Manholes, Inlets & Headwalls, Hand Placed Paving
R214123 4,000 psi Concrete for Inlets, Manholes, Headwalls
R2141231 4,000 psi Concrete for Inlets, Sidewalks
R2161070 6,000 (3,000 @ 24-hrs.) psi Concrete for HES Paving
D9492SFC 4,000 psi Concrete for Machine Placed Paving
R2146233 4,500 psi Concrete for Hand Placed Paving
R2146238 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures
R2146336 4,500 psi Concrete for Hand Placed Paving
R2146235 4,500 psi Concrete for Hand Placed Paving
Q2141N27 4,000 psi Concrete for Machine Placed paving
Q2141K30 4,000 psi Concrete for Machine Placed Paving
R2146N36 4,500 psi Concrete for Hand Placed Paving
R2146K36 4,500 psi Concrete for Hand Placed Paving
R2146P36 4,500 psi Concrete for Hand Placed Paving
R2146K36 4,500 psi Concrete for Hand Placed Paving
R2146N35 4,000 psi Concrete for Inlets, Manholes, Headwalls
R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls
R2141N24 4,000 psi Concrete for Sidewalks and Ramps
R2141K24 4,000 psi Concrete for Sidewalks and Ramps
R2146038 4,500 psi Concrete for Inlets, Storm Drain Structures
R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets
R2146042 4,500 psi Concrete for Hand Placed Paving
R2146242 4,500 psi Concrete for Hand Placed Paving
R2146236 4,500 psi Concrete for Hand Placed Paving
D9493SC 4,500 psi Concrete for Hand Placed Paving
R2147241 4,500 psi Concrete for Hand Placed Paving
NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks
NCS6020AHP 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving
TX C-YY 3000 psi Concrete Mix for Curb Inlets
TX C-NY 3000 psi Concrete Mix for Curb Inlets
RRM6320AHP 4500 psi Concrete for Hand Placed Paving
RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps
1Rapid Redi Mix IRRM6020A 3600 psi Concrete for Lighting and Traffic Signal Foundations
1
FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 02/13/2023
Approval Spec No. Classification Manufacturer Model \o. National Spec
1/18/2023 03 30 00 Mix Design
1/18/2023 03 30 00 Mix Design
1/18/2023 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 34 13 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/29/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/29/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 34 13 Mix Design
9/9/2022 03 34 13 Mix Design
9/9/2022 03 34 13 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
11/2/2022 03 30 00 Mix Design
12/5/2022 03 30 00 Mix Design
12/5/2022 03 30 00 Mix Design
12/5/2022 03 30 00 Mix Design
9/9/2022 03 34 13 Mix Design
9/9/2022 03 34 13 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
10/10/2022 03 30 00 Mix Design
10/10/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
2/10/2023 03 30 00 Mix Design
1/13/2023 32 13 13 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 34 13 Mix Design
9/9/2022 03 34 13 Mix Design
9/9/2022 03 30 00 Mix Design
10/10/2022 03 30 00 Mix Design
10/10/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
9/9/2022 03 30 00 Mix Design
Concrete(Continued)
9/9/2022 103 30 00 I Mix Design I Tarrant Concrete IFW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp
Rapid Redi Mix
Rapid Redi Mix
Rapid Redi Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
Redi-Mix
SRM Concrete
SRM Concrete
SRM Concrete
SRM Concrete
SRM Concrete
SRM Concrete
SRM Concrete
SRM Concrete
SRM Concrete
SRM Concrete
SRM Concrete
SRM Concrete
SRM Concrete
Tarrant Concrete
Tarrant Concrete
Tarrant Concrete
Tarrant Concrete
Tarrant Concrete
Tarrant Concrete
Tarrant Concrete
Tarrant Concrete
Tarrant Concrete
Tarrant Concrete
Tarrant Concrete
Tarrant Concrete
Tarrant Concrete
Titan Ready Mix
Tarrant Concrete
RRM6020ASS 4000 psi Concrete for Strom Drain Structures
RRM5320A 3000 psi Concrete for Blocking
RRM5020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps
DCA2E554 3000 psi Concrete Mix for Rip Rap
VOJ11524 3000 psi Concrete Mix for Curb & Gutter
FOC10021 215 psi Flowable Fill - CLSM
10J11524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps
10J11504 3000 psi Concrete Mix for Sidewalks
10L11504 3,600 psi Concrete Mix for Sidewalks, Curb & Gutter
10L11524 3600 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls
1RJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads
10L21524 4000 psi Concrete Mix for Manholes
15611524 4000 psi Concrete Mix for Cast -in -Place Storm Drain Structures
10L115E4 3600 psi Concrete Mix for Bridge substructures
DCC2G5E2 3600 psi Concrete Mix for Drilled Shafts
DCU1G5E2 3600 psi Underwater Drilled Shafts
156115D4 4000 psi Bridge Slabs
F35238VN 100 psi Flowable Fill - CLSM
FOD138VM 100 psi Flowable Fill - CLSM
10J11554 3000 psi Concrete Mix for Rip -Rap
P0G138K9 1000 psi Concrete Mix for Trench Repair Base Material
10K11524 3600 psi Concrete Mix for Encasement
ION11507 4500 psi (2600 psi @ 24 hrs.) Concrete Mix for HES Paving
10N11504 5000 psi (3600 psi @ 2 days) Concrete Mix for HES Paving
50K11524 3600 psi Concrete Mix for Machine Placed Paving
10M115D4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures
10M11524 4500 psi Concrete Mix for Hand Placed Paving
10M11504 4500 psi Concrete Mix for Hand Placed Paving
145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures
145P25P4 4500 psi Concrete for Storm Drain Structures
10K115C4 3500 psi Concrete for Thrust Blocks, Valve Pads
156115C4 4000 psi Concrete for CIP Storm Drain Structures
10L115C4 3600 psi Concrete for Manhole, Inlet, Junction Box, Headwall
30000 3,000 psi Concrete for Sidewalks and Ramps, Curb & Gutter
40050 4,000 psi Concrete for Headwalls, Retaining Wall
35023 3,600 psi Concrete for Machine Placed Paving
40068 3,600 psi Concrete for Machine Placed Paving
45000 4,500 psi Concrete for Hand Placed Paving
45300 4,500 psi Concrete for Hand Placed Paving
40326 4,500 (3,00 @ 3-days) psi Concrete for HES Paving
35000 3600 psi Concrete for Sewer Manholes
35300 3600 psi Concrete for Swere Manholes
35022 3,600 psi Concrete for Junction Box
30050 3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp
50310 5,000 psi Concrete for HES Paving
45023 4,500 psi Concrete for Hand Placed Paving
FW6020AHP 4500 psi Concrete Mix for Hand Placed Paving
FW60AHP 4500 psi Concrete Mix for Hand Placed Paving
TCFW6020AHP 4500 psi Concrete Mix for Hand Placed Paving
FW7520AMR 4500 (3000 psi @ 3-days) psi Concrete HES Paving
FW6520AMR 4500 (3000 psi @ 3-days) psi HES Paving
FW5520AMP 3600 psi Concrete for Machine Placed Paving
FW5320A 3000 psi Concrete Mix for Blocking
FWFF 150CLSM 50-150 psi Flowable Fill - CLSM
FWFF275 50-150 psi Flowable Fill - CLSM
FW6020A2 4000 psi Concrete Mix for Storm Drain Structures
TCFW6025A2 4000 psi Concrete for Manholes
TCFW5020A 3000 psi Concrete for Sidewalks
FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps
3020AE 3000 psi Concrete for Sidewalks
CP5020A 3000 psi Concrete Mix for Curb and Gutter
1
FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 02/13/2023
Approval Spec No. Classification
Manufacturer
Model \o.
National Spec
9/9/2022 03 30 00 Mix Design Titan Ready Mix
9/9/2022 03 30 00 Mix Design True Grit Redi Mix
9/9/2022 03 30 00 Mix Design True Grit Redi Mix
9/9/2022 03 30 00 Mix Design True Grit Redi Mix
9/9/2022 03 30 00 Mix Design True Grit Redi Mix
9/9/2022 03 30 00 Mix Design True Grit Redi Mix
9/9/2022 03 30 00 Mix Design True Grit Redi Mix
9/9/2022 03 30 00 Mix Design True Grit Redi Mix
9/9/2022 03 30 00 Mix Design Wise Redi Mix
Asphalt Pavin G
9/9/2022 32 12 16 Mix Design Austin Asphalt
9/9/2022 32 12 16 Mix Design Austin Asphalt
9/9/2022 32 12 16 Mix Design Austin Asphalt
9/9/2022 32 12 16 Mix Design Austin Asphalt
9/9/2022 32 12 16 Mix Design Austin Asphalt
9/9/2022 32 12 16 Mix Design Reynolds Asphalt
9/9/2022 32 12 16 Mix Design Reynolds Asphalt
9/9/2022 32 12 16 Mix Design Reynolds Asphalt
9/9/2022 32 12 16 Mix Design Sunmount Paving
11/26/2022 32 12 16 Mix Design Sunmount Paving
12/5/2022 33 12 16 Mix Design Sunmount Paving
9/9/2022 32 12 16 Mix Design Sunmount Paving
9/9/2022 32 12 16 Mix Design TXBIT
9/9/2022 32 12 16 Mix Design TXBIT
9/9/2022 32 12 16 Mix Design TXBIT
9/9/2022 32 12 16 Mix Design TXBIT
9/9/2022 32 12 16 Mix Design TXBIT
9/9/2022 32 12 16 Mix Design TXBIT
9/9/2022 32 12 16 Mix Design TXBIT
9/9/2022 32 12 16 Mix Design TXBIT
Detectable Warninf Surface
9/9/2022 32 13 20 DWS - Pavers
9/9/2022 32 13 20 DWS - Pavers
9/9/2022 32 13 20 DWS - Composite
9/9/2022 32 13 20 DWS - Composite
Pine Hall Brick (Winston Salem, NC)
Western Brick Co. (Houston, TX)
Engineered Plastics, Inc.
(Williamsville, NY)
ADA Solutions (Wilmington, MA)
Silicone Joint Sealant
9/9/2022 32 13 73 Joint Sealant Dow
9/9/2022 32 13 73 Joint Sealant Tremco
9/9/2022 32 13 73 Joint Sealant Pecora
9/9/2022 32 13 73 Joint Sealant Crafco
Utility Trench Embedment Sand
9/9/2022 33 05 10 Embedment Sand
9/9/2022 33 05 10 Embedment Sand
9/9/2022 33 05 10 Embedment Sand
9/9/2022 33 05 10 Embedment Sand
9/9/2022 33 05 10 Embedment Sand
Silver Creek Materials
Crouch Materials
F and L Dirt Movers
F and L Dirt Movers
Tin Top Martin Marietta
TRC4520 4500 psi Concrete for Hand Placed Paving
0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps
270.230 5000 psi Concrete for Hand Placed Paving
0250.2301 3000 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps
0260.2302 4000 psi Concrete Mix for Machine Placed Paving
0255.2301 3600 psi Concrete Mix for Machine Placed Paving
0260.2301 4500 psi Concrete Mix for Hand Placed Paving
0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving
3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations
FT5D137965 PG64-22 Type D Fine Surface
DA5D135965 PG64-22 Type D Fine Surface
FT5B117965 PG64-22 Type B Fine Base
FT1B139965 PG64-22 Type B Fine Base
FT1B117.2 PG64-22 Type B Fine Base
1901D PG64-22 Type D Fine Surface
1112B PG64-22 Type B Fine Base
1612B PG64-22 Type B Fine Base
341DV6422 PG64-22 Type D Fine Surface
340DV6422 PG64-22 Type D Fine Surface
3076BV6422 PG62-22 Type B Fine Base
341-BRAP6422ERG PG64-22 Type B Fine Base
37-211305-20 PG64-22 Type B Fine Base
44-211305-17 PG64-22 Type B Fine Base
211305 (1757) PG64-22 Type B Fine Base
222475 (1857) PG64-22 Type D Fine Surface
29-222475-19 PG64-22 Type D Fine Surface
1-222475-20 PG64-22 Type D Fine Surface
64-224125-18 PG70-22 Type D Fine Surface
12-222475-19 PG64-22 Type D Fine Surface
Tactile Pavers
Detectable Warning Pavers
Armor Tile
Heritage Brick CIP Composite Paver
890SL - Cold Applied, Single Component, Silicone Joint Sealant
900SL - Cold Applied, Single Component, Silicone Joint Sealant
300SL - Cold Applied, Single Component, Silicone Joint Sealant
RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant
Utility Embedment Sand
Utility Embedment Sand
Utility Embedment Sand
Utility Embedment Sand
Utility Embedment Sand
ASTM D5893
ASTM D5893
ASTM D5893
ASTM D5893
ASTM C33
ASTM C33
ASTM C33
ASTM C33
ASTM C33
FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 02/13/2023
Approval Spec No. Classification Manufacturer Model No.
Frame, Cover and Grade Rings - Cast Iron** for Stormwater Structures
9/9/2022 33 05 13 Manhole Frames and Covers Neena Foundry
9/9/2022 33 05 13 Manhole Frames and Covers
9/9/2022 33 05 13 Manhole Frames and Covers
9/9/2022 33 05 13 Manhole Frames and Covers
9/9/2022 33 05 13 Manhole Frames and Covers
9/9/2022 33 05 13 Manhole Frames and Covers
9/9/2022 33 05 13 Manhole Frames and Covers
9/9/2022 33 05 13 Manhole Cover
9/9/2022 33 05 13 Manhole Frames and Covers
9/9/2022 33 05 13 Manhole Frame
9/9/2022 33 05 13 Manhole Frames and Covers
9/9/2022 33 05 13 Manhole Frames and Covers
9/9/2022 33 05 13 Manhole Frames and Covers
9/9/2022 33 05 13 Manhole Frames and Covers
Neena Foundry
SIP Industries
EJCO
Neena Foundry
Neena Foundry
AccuCast (Govind Steel Company, Ltd.)
Neena Foundry
Neena Foundry
Neena Foundry
Neena Foundry
SIP Industries
SIP Industries
EJCO
32" Diameter Liftmate Water Manhole Gasketed Frame and Cover w/Longhom Logo, Model No. NF-1743LT66
32" Diameter Liftmate Sanitary Sewer Manhole Frame and Cover w/Longhorn Logo, Model No. NF-1743LT69
32" Diameter Fort Worth Sanitary Sewer Manhole Frame and Cover, Item No. NF-2280
Ergo XL Assembly 32" Diameter Sanitary Sewer Manhole Frame and Cover, Model No. 00148021L010
32" Diameter Liftmate Storm Sewer Junction Box and Manhole Frame and Cover w/Longhorn Logo, Model No. NF-1743LTXX
24" Diameter Liftmate Storm Sewer Inlet Manhole Frame and Cover w/Longhom Logo, Model No. NF-1650LT61
24" Diameter MHRC #220605 **
32" Diameter NF-1274-T91
32" Diameter NF-1743-LM (Hinged)
32.25" Diameter NF-1930-30
32" Diameter NF-1743-HV
24" Diameter 2279ST**
32" Diameter 2280ST
32.25" Diameter EJ1033 X2/A
**Note: All new development and new installation manhole lids sha i meet the minimum 30" opening requirement as specified in City Specification 33 0513. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and cove
9/9/2022
9/9/2022
9/9/2022
9/9/2022
9/9/2022
Reinforced Concrete Storm Drain Pipe/Culverts
33 41 10 Precast Box Culverts Forterra
33 41 10 Concrete Pipe Wyes and Bends Forterra
33 49 10 Precast Box Culverts Rinker Materials
33 49 10
33 41 10
Concrete Pipe
Concrete Pipe
Polyyr9pvlene Storm Drain Pipe
9/9/2022 133 di i 'Polypropylene Pipe
Storm Drain Manholes and Junction Boxes
9/9/2022 33 49 10 Stacked Manhole
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Manhole
9/9/2022 33 49 10 Manhole Connector
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
9/9/2022 33 49 10 Junction Box
Rinker Materials
Forterra
'Advanced Drainage Systems, Inc.
Oldcastle
Oldcastle
Oldcastle
Oldcastle
Oldcastle
Oldcastle
Oldcastle
Cowtown Redi Mix
Rinker Materials
Trelleborg Engineered Systems
Forterra
Forterra
Forterra
Forterra
Forterra
Thompson Pipe Group
Thompson Pipe Group
Thompson Pipe Group
Thompson Pipe Group
Thompson Pipe Group
Thompson Pipe Group
Thompson Pipe Group
Thompson Pipe Group
Thompson Pipe Group
Thompson Pipe Group
Thompson Pipe Group
Thompson Pipe Group
Thompson Pipe Group
Thompson Pipe Group
Thompson Pipe Group
Precast Box Culverts
RCP Wye and Bends
Rinker Materials Reinforced Concrete Box Culvert ASTM C789, C850
Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe ASTM C76, C655
Reinforced Concrete Pipe - Tongue and Groove +D48
BHP Polypropylene Storm Drain Pipe
Precast 4' x 4' Stacked Manhole
Precast 5' x 8' Storm Junction Box
Precast 4' x 4' Storm Junction Box
Precast 5' x 5' Storm Junction Box
Precast 6' x 6' Storm Junction Box
Precast 8' x 8' Storm Junction Box Base
Precast 5' x 8' Storm Junction Box Base
No. 260-2 6 Sack 3600 psi Concrete for Concrete Collars
Rinker Materials Reinforced 48" Diameter Spread Footing Manhole
Kor-N-Seal 106/406 Series Pipe to Manhole Connector
4' x 4' FRT-4x4-409-PRECAST-BASE
5' x 5' FRT-5x5-409-PRECAST-TOP
5' x 5' FRT-5x5-409-PRECAST-BASE
6' x 6' FRT-6x6-409-PRECAST-TOP
6' x 6' FRT-6x6-409-PRECAST-BASE
4 'x 4' TPG-4x4-409-PRECAST TOP
4 'x 4' TPG-4x4-409-PRECAST BASE
4'x 4' TPG-4x4-412-PRECAST 4-FT RISER
5 'x 5' TPG-5x5-410-PRECAST TOP
5 'x 5' TPG-5x5-410-PRECAST BASE
5 'x 5' TPG-5x5-412-PRECAST 5-FT RISER
6'x 6' TPG-6x6-411-PRECAST TOP
6'x 6' TPG-6x6-411-PRECAST BASE
6'x 6' TPG-6x6-412-PRECAST 6-FT RISER
7 'x 7' TPG-7x7-411-PRECAST TOP
7 'x 7' TPG-7x7-411-PRECAST BASE
7 'x 7' TPG-7x7-412-PRECAST 4-FT RISER
8'x 8' TPG-8x8-411-PRECAST TOP
8'x 8' TPG-8x8-411-PRECAST BASE
8 'x 8' TPG-8x8-412-PRECAST 5-FT RISER
National Spec
ASTM A48 AASHTO M306
ASTM A48 AASHTO M306
ASTM A48 AASHTO M306
ASTM A48 AASHTO M306
ASTM A48 AASHTO M306
ASTM A48 AASHTO M306
ASTM A48 AASHTO M306
ASTM A48 AASHTO M306
ASTM C789, C850
ASTM C76, C655
ASTM C478
ASTM C478
ASTM C478
ASTM C478
ASTM C478
ASTM C478
ASTM C478
ACI 318-14
ASTM C433
ASTM C923
ASTM C913
ASTM C913
ASTM C913
ASTM C913
ASTM C913
ASTM C615
ASTM C615
ASTM C615
ASTM C615
ASTM C615
ASTM C615
ASTM C615
ASTM C615
ASTM C615
ASTM C615
ASTM C615
ASTM C615
ASTM C615
ASTM C615
ASTM C615
FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 02/13/2023
Approval Spec No. Classification Manufacturer Model No.
National Spec
Storm Drain Curb and Drop Inlets
9/9/2022 33 49 20 Curb Inlets
9/9/2022 33 49 20 Curb Inlets
9/9/2022 33 49 20 Curb Inlets
9/9/2022 33 49 20 Curb Inlets
9/9/2022 33 49 20 Junction Box
9/9/2022 33 49 20 Curb Inlet
9/9/2022 33 49 20 Curb Inlet
9/9/2022 33 49 20 Curb Inlet
9/9/2022 33 49 20 Drop Inlet
9/9/2022 33 49 20 Drop Inlet
9/9/2022 33 49 20 Drop Inlet
Forterra
Forterra
Forterra
Forterra
Forterra
Thompson Pipe Group
Thompson Pipe Group
Thompson Pipe Group
Thompson Pipe Group
Thompson Pipe Group
Thompson Pipe Group
10' x 3' FRT-10x3-405-PRECAST
10' x 3' FRT-10x3-406-PRECAST
10' x 4.5' FRT-10x4-407-PRECAST
10' x 4.5' FRT-10x4-420-PRECAST
4' x 4' FRT-4x4-409-PRECAST-TOP
10' x 3' TPG-10x3-405-PRECAST INLET
15' x 3' TPG-15x3-405-PRECAST INLET
20' x 3' TPG-20X3-405-PRECAST INLET
4' x 4' TPG-4X4-408-PRECAST INLET
5' x 5' TPG-5X5-408-PRECAST INLET
6' x 6' TPG-6X6-408-PRECAST INLET
ASTM C913
ASTM C913
ASTM C913
ASTM C913
ASTM C913
ASTM C615
ASTM C615
ASTM C615
ASTM C615
ASTM C615
ASTM C615