HomeMy WebLinkAboutContract 54339-PM1PROJECT MANUAL
FOR
THE CONSTRUCTION OF
RISINGER ROAD
SOUTH INDUSTRIAL PARK
City Project No. 102560
IPRC No. IPRC20-0016
FID Number: 30114-0200431-102560-E07685
W-2691
X-26387
Betsy Price David Cooke
Mayor City Manager
Christopher P. Harder, P.E.
Director, Water Department
David Johnson
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
PACHECO KOCH CONSULTING ENGINEERS, INC
4060 BRYANT IRVIN ROAD
FORT WORTH, TX 76109
TX REG. ENGINEERING FIRM F-469
TX REG. SURVEYING FIRM LS-1019382
2020
[Affix Professional Engineer’s Seal and Signature]
CSC No. 54339-PM1
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 8
CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102560
Revised March 20, 2020
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 04/02/2014
00 42 43 Proposal Form Unit Price 05/22/2019
00 43 13 Bid Bond 04/02/2014
00 45 11 Bidders Prequalification’s 04/02/2014
00 45 12 Prequalification Statement 09/01/2015
00 45 13 Bidder Prequalification Application 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
Awarded Projects 01/10/2013
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 04/07/2014
01 78 39 Project Record Documents 04/07/2014
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 8
CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102560
Revised March 20, 2020
Technical Specifications which have been modified by the Engineer specifically for this
Project; hard copies are included in the Project’s Contract Documents
Division 02 - Existing Conditions
Date
Modified
02 41 13 Selective Site Demolition
02 41 14 Utility Removal/Abandonment
02 41 15 Paving Removal
Division 03 - Concrete
03 30 00 Cast-In-Place Concrete
03 34 13 Controlled Low Strength Material (CLSM)
03 34 16 Concrete Base Material for Trench Repair
03 80 00 Modifications to Existing Concrete Structures
Division 26 - Electrical
26 05 00 Common Work Results for Electrical
26 05 10 Demolition for Electrical Systems
26 05 33 Raceways and Boxes for Electrical Systems
26 05 43 Underground Ducts and Raceways for Electrical Systems
Division 31 - Earthwork
31 10 00 Site Clearing
31 23 16 Unclassified Excavation
31 23 23 Borrow
31 24 00 Embankments
31 25 00 Erosion and Sediment Control
31 36 00 Gabions
31 37 00 Riprap
Division 32 - Exterior Improvements
32 01 17 Permanent Asphalt Paving Repair
32 01 18 Temporary Asphalt Paving Repair
32 01 29 Concrete Paving Repair
32 11 23 Flexible Base Courses
32 11 29 Lime Treated Base Courses
32 11 33 Cement Treated Base Courses
32 11 37 Liquid Treated Soil Stabilizer
32 12 16 Asphalt Paving
32 12 73 Asphalt Paving Crack Sealants
32 13 13 Concrete Paving
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps
32 13 73 Concrete Paving Joint Sealants
32 14 16 Brick Unit Paving
32 16 13 Concrete Curb and Gutters and Valley Gutters
32 17 23 Pavement Markings
32 17 25 Curb Address Painting
32 31 13 Chain Fences and Gates
32 31 26 Wire Fences and Gates
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102560
Revised March 20, 2020
32 31 29 Wood Fences and Gates
32 32 13 Cast-in-Place Concrete Retaining Walls
32 91 19 Topsoil Placement and Finishing of Parkways
32 92 13 Hydro-Mulching, Seeding, and Sodding
32 93 43 Trees and Shrubs
Division 33 - Utilities
33 01 30 Sewer and Manhole Testing
33 01 31 Closed Circuit Television (CCTV) Inspection
33 03 10 Bypass Pumping of Existing Sewer Systems
33 04 10 Joint Bonding and Electrical Isolation
33 04 11 Corrosion Control Test Stations
33 04 12 Magnesium Anode Cathodic Protection System
33 04 30 Temporary Water Services
33 04 40 Cleaning and Acceptance Testing of Water Mains
33 04 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
33 05 14 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 Pipe
33 05 23 Hand Tunneling
33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate
33 05 26 Utility Markers/Locators
33 05 30 Location of Existing Utilities
33 11 05 Bolts, Nuts, and Gaskets
33 11 10 Ductile Iron Pipe
33 11 11 Ductile Iron Fittings
33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe
33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type
33 11 14 Buried Steel Pipe and Fittings
33 11 15 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 Assembly
33 31 12 Cured in Place Pipe (CIPP)
33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 8
CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102560
Revised March 20, 2020
33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer
33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe
33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer
Pipe
33 31 22 Sanitary Sewer Slip Lining
33 31 23 Sanitary Sewer Pipe Enlargement
33 31 50 Sanitary Sewer Service Connections and Service Line
33 31 70 Combination Air Valve for Sanitary Sewer Force Mains
33 39 10 Cast-in-Place Concrete Manholes
33 39 20 Precast Concrete Manholes
33 39 30 Fiberglass Manholes
33 39 40 Wastewater Access Chamber (WAC)
33 39 60 Epoxy Liners for Sanitary Sewer Structures
33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts
33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain
33 41 12 Reinforced Polyethlene (SRPE) Pipe
33 46 00 Subdrainage
33 46 01 Slotted Storm Drains
33 46 02 Trench Drains
33 49 10 Cast-in-Place Manholes and Junction Boxes
33 49 20 Curb and Drop Inlets
33 49 40 Storm Drainage Headwalls and Wingwalls
Division 34 - Transportation
34 41 10 Traffic Signals
34 41 10.01 Attachment A – Controller Cabinet
34 41 10.02 Attachment B – Controller Specification
34 41 10.03 Attachment C – Software Specification
34 41 11 Temporary Traffic Signals
34 41 13 Removing Traffic Signals
34 41 15 Rectangular Rapid Flashing Beacon
34 41 16 Pedestrian Hybrid Signal
34 41 20 Roadway Illumination Assemblies
34 41 20.01 Arterial LED Roadway Luminaires
34 41 20.02 Freeway LED Roadway Luminaires
34 41 20.03 Residential LED Roadway Luminaires
34 41 30 Aluminum Signs
34 71 13 Traffic Control
TxDOT
Item 466 - Headwalls and Wingwalls
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 8
CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102560
Revised March 20, 2020
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City’s website at:
http://fortworthtexas.gov/tpw/contractors/
or
https://apps.fortworthtexas.gov/ProjectResources/
Division 02 - Existing Conditions Last Revised
02 41 13 Selective Site Demolition 12/20/2012
02 41 14 Utility Removal/Abandonment 12/20/2012
02 41 15 Paving Removal 02/02/2016
Division 03 - Concrete
03 30 00 Cast-In-Place Concrete 12/20/2012
03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012
03 34 16 Concrete Base Material for Trench Repair 12/20/2012
03 80 00 Modifications to Existing Concrete Structures 12/20/2012
Division 26 - Electrical
26 05 00 Common Work Results for Electrical 11/22/2013
26 05 10 Demolition for Electrical Systems 12/20/2012
26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012
26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011
26 05 50 Communications Multi-Duct Conduit 02/26/2016
Division 31 - Earthwork
31 10 00 Site Clearing 12/20/2012
31 23 16 Unclassified Excavation 01/28/2013
31 23 23 Borrow 01/28/2013
31 24 00 Embankments 01/28/2013
31 25 00 Erosion and Sediment Control 12/20/2012
31 36 00 Gabions 12/20/2012
31 37 00 Riprap 12/20/2012
Division 32 - Exterior Improvements
32 01 17 Permanent Asphalt Paving Repair 12/20/2012
32 01 18 Temporary Asphalt Paving Repair 12/20/2012
32 01 29 Concrete Paving Repair 12/20/2012
32 11 23 Flexible Base Courses 12/20/2012
32 11 29 Lime Treated Base Courses 12/20/2012
32 11 33 Cement Treated Base Courses 12/20/2012
32 11 37 Liquid Treated Soil Stabilizer 08/21/2015
32 12 16 Asphalt Paving 12/20/2012
32 12 73 Asphalt Paving Crack Sealants 12/20/2012
32 13 13 Concrete Paving 12/20/2012
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018
32 13 73 Concrete Paving Joint Sealants 12/20/2012
32 14 16 Brick Unit Paving 12/20/2012
32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 6 of 8
CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102560
Revised March 20, 2020
32 17 23 Pavement Markings 11/22/2013
32 17 25 Curb Address Painting 11/04/2013
32 31 13 Chain Fences and Gates 12/20/2012
32 31 26 Wire Fences and Gates 12/20/2012
32 31 29 Wood Fences and Gates 12/20/2012
32 32 13 Cast-in-Place Concrete Retaining Walls 06/05/2018
32 91 19 Topsoil Placement and Finishing of Parkways 12/20/2012
32 92 13 Hydro-Mulching, Seeding, and Sodding 12/20/2012
32 93 43 Trees and Shrubs 12/20/2012
Division 33 - Utilities
33 01 30 Sewer and Manhole Testing 12/20/2012
33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016
33 03 10 Bypass Pumping of Existing Sewer Systems 12/20/2012
33 04 10 Joint Bonding and Electrical Isolation 12/20/2012
33 04 11 Corrosion Control Test Stations 12/20/2012
33 04 12 Magnesium Anode Cathodic Protection System 12/20/2012
33 04 30 Temporary Water Services 07/01/2011
33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013
33 04 50 Cleaning of Sewer Mains 12/20/2012
33 05 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016
33 05 12 Water Line Lowering 12/20/2012
33 05 13 Frame, Cover and Grade Rings – Cast Iron 01/22/2016
33 05 13.10 Frame, Cover and Grade Rings – Composite 01/22/2016
33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to
Grade 12/20/2012
33 05 16 Concrete Water Vaults 12/20/2012
33 05 17 Concrete Collars 12/20/2012
33 05 20 Auger Boring 12/20/2012
33 05 21 Tunnel Liner Plate 12/20/2012
33 05 22 Steel Casing Pipe 12/20/2012
33 05 23 Hand Tunneling 12/20/2012
33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 06/19/2013
33 05 26 Utility Markers/Locators 12/20/2012
33 05 30 Location of Existing Utilities 12/20/2012
33 11 05 Bolts, Nuts, and Gaskets 12/20/2012
33 11 10 Ductile Iron Pipe 12/20/2012
33 11 11 Ductile Iron Fittings 12/20/2012
33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018
33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type 12/20/2012
33 11 14 Buried Steel Pipe and Fittings 12/20/2012
33 12 10 Water Services 1-inch to 2-inch 02/14/2017
33 12 11 Large Water Meters 12/20/2012
33 12 20 Resilient Seated Gate Valve 12/20/2012
33 12 21 AWWA Rubber-Seated Butterfly Valves 12/20/2012
33 12 25 Connection to Existing Water Mains 02/06/2013
33 12 30 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012
33 12 40 Fire Hydrants 01/03/2014
33 12 50 Water Sample Stations 12/20/2012
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 7 of 8
CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102560
Revised March 20, 2020
33 12 60 Standard Blow-off Valve Assembly 06/19/2013
33 31 12 Cured in Place Pipe (CIPP) 12/20/2012
33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012
33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 12/20/2012
33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013
33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer
Pipe 12/20/2012
33 31 22 Sanitary Sewer Slip Lining 12/20/2012
33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012
33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013
33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 12/20/2012
33 39 10 Cast-in-Place Concrete Manholes 12/20/2012
33 39 20 Precast Concrete Manholes 12/20/2012
33 39 30 Fiberglass Manholes 12/20/2012
33 39 40 Wastewater Access Chamber (WAC) 12/20/2012
33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012
33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011
33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 12/20/2012
33 41 12 Reinforced Polyethlene (SRPE) Pipe 11/13/2015
33 46 00 Subdrainage 12/20/2012
33 46 01 Slotted Storm Drains 07/01/2011
33 46 02 Trench Drains 07/01/2011
33 49 10 Cast-in-Place Manholes and Junction Boxes 12/20/2012
33 49 20 Curb and Drop Inlets 12/20/2012
33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011
Division 34 - Transportation
34 41 10 Traffic Signals 10/12/2015
34 41 10.01 Attachment A – Controller Cabinet 12/18/2015
34 41 10.02 Attachment B – Controller Specification 02/2012
34 41 10.03 Attachment C – Software Specification 01/2012
34 41 11 Temporary Traffic Signals 11/22/2013
34 41 13 Removing Traffic Signals 12/20/2012
34 41 15 Rectangular Rapid Flashing Beacon 11/22/2013
34 41 16 Pedestrian Hybrid Signal 11/22/2013
34 41 20 Roadway Illumination Assemblies 12/20/2012
34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015
34 41 20.02 Freeway LED Roadway Luminaires 06/15/2015
34 41 20.03 Residential LED Roadway Luminaires 06/15/2015
34 41 30 Aluminum Signs 11/12/2013
34 41 50 Single-Mode Fiber Optic Cable 02/26/2016
34 71 13 Traffic Control 11/22/2013
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 8 of 8
CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102560
Revised March 20, 2020
Appendix
GC-4.01 Availability of Lands
GC-4.02 Subsurface and Physical Conditions
GC-4.04 Underground Facilities
GC-4.06 Hazardous Environmental Condition at Site
GC-6.06.D Minority and Women Owned Business Enterprise Compliance
GC-6.07 Wage Rates
GC-6.09 Permits and Utilities
GC-6.24 Nondiscrimination
GR-01 60 00 Product Requirements
END OF SECTION
GR-02 TPW Standard Product List
00 42 43
DAP - BID PROPOSAL
Page 1 of 7
1 0241.1118 4"-12" Pressure Plug 02 41 14 EA 6 $1,153.26 $6,919.56
2 3305.0004 10" Waterline Lowering 33 05 12 EA 2 $2,414.29 $4,828.58
3 3305.0109 Trench Safety 33 05 10 LF 4200 $1.12 $4,704.00
4 3305.0203 Imported Embedment/Backfill, CLSM 33 05 10 CY 50 $97.16 $4,858.00
5 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 7.105 $5,562.47 $39,521.35
6 3311.0241 8" Water Pipe 33 11 12 LF 395.6 $29.89 $11,824.48
7 3311.0341 10" Water Pipe 33 11 12 LF 16 $18.15 $290.40
8 3311.0351 10" DIP Water 33 11 10 LF 172 $44.55 $7,662.60
9 3311.0451 12" DIP Water 33 11 10 LF 152 $138.87 $21,108.24
10 3311.0461 12" PVC Water Pipe 33 11 12 LF 3237 $71.34 $230,927.58
11 3311.0551 16" DIP Water 33 11 10 LF 212 $167.73 $35,558.76
12 3312.0106 Connection to Existing 16" Water Main 33 12 25 EA 1 $3,511.37 $3,511.37
13 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 1 $2,176.33 $2,176.33
14 3312.3003 8" Gate Valve 33 12 20 EA 1 $1,414.66 $1,414.66
15 3312.3004 10" Gate Valve 33 12 20 EA 2 $1,669.61 $3,339.22
16 3312.3005 12" Gate Valve 33 12 20 EA 10 $2,390.16 $23,901.60
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Bidder's Application
Specification
Section No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description
TOTAL UNIT I: WATER IMPROVEMENTS
Bid
Quantity
UNIT PRICE BID
Project Item Information
Unit of
Measure Bid Value
UNIT I: WATER IMPROVEMENTS
Bidlist Item
No.
$402,546.73
Unit Price
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
00 42 43_Bid Proposal_DAP (total) - PUBLIC 05-19-20
6
00 42 43
DAP - BID PROPOSAL
Page 2 of 7
Bidder's Application
Specification
Section No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description Bid
Quantity
UNIT PRICE BID
Project Item Information
Unit of
Measure Bid ValueBidlist Item
No.Unit Price
1 3301.0002 Post-CCTV Inspection 33 01 31 LF 5190 $1.95 $10,120.50
2 3301.0101 Manhole Vacuum Testing 33 01 30 EA 17 $174.87 $2,972.79
3 3305.1003 20" Casing By Open Cut 33 05 22 LF 20 $63.77 $1,275.40
4 3305.0109 Trench Safety 33 05 10 LF 5190 $1.12 $5,812.80
5 3305.0113 Trench Water Stops 33 05 15 EA 11 $464.61 $5,110.71
6 3305.0202 Imported Embedment/Backfill, CSS 33 05 10 CY 120 $87.02 $10,442.40
7 3305.1103 20" Casing By Other Than Open Cut 33 05 22 LF 91 $475.09 $43,233.19
8 3331.4115 8" Sewer Pipe 33 31 20 LF 1567.34 $49.38 $77,395.25
9 3331.4119 8" DIP Sewer Pipe 33 11 10 LF 107 $95.99 $10,270.93
10 3331.4201 10" Sewer Pipe 33 31 20 LF 1239.64 $44.21 $54,804.48
11 3331.4215 15" Sewer Pipe 33 31 20 LF 2178.23 $54.64 $119,018.49
12 3339.0001 Epoxy Manhole Liner 33 39 60 VF 138 $207.80 $28,676.40
13 3339.1001 4' Manhole 33 39 10 EA 17 $3,849.35 $65,438.95
14 3339.1003 4' Extra Depth Manhole 33 39 10 VF 144 $195.76 $28,189.44
15 14" DIP Sewer 33 11 10 LF 91 $145.00 $13,195.00
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$475,956.73
UNIT II: SANITARY SEWER IMPROVEMENTS
TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
00 42 43_Bid Proposal_DAP (total) - PUBLIC 05-19-20
6
00 42 43
DAP - BID PROPOSAL
Page 3 of 7
Bidder's Application
Specification
Section No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description Bid
Quantity
UNIT PRICE BID
Project Item Information
Unit of
Measure Bid ValueBidlist Item
No.Unit Price
1 0241.0800 Remove Rip Rap 02 41 14 SF 100 $2.06 $206.00
2 0241.1000 Remove Conc Pvmt 02 41 15 SY 25 $15.84 $396.00
3 0241.3015 Remove 24" Storm Line 02 41 13 LF 200 $17.16 $3,432.00
4 0241.3108 36" Storm Abandonment Plug 02 41 14 EA 2 $500.00 $1,000.00
5 0241.4401 Remove Headwall/SET 02 41 14 EA 4 $1,754.96 $7,019.84
6 3125.0101 SWPPP ≥ 1 acre 31 25 00 LS 1 $6,663.13 $6,663.13
7 3305.0109 Trench Safety 33 05 10 LF 3692 $1.12 $4,135.04
8 3305.0112 Concrete Collar 33 05 17 EA 2 $479.92 $959.84
9 3341.0201 21" RCP, Class III 33 41 10 LF 671 $67.49 $45,285.79
10 3341.0205 24" RCP, Class III 33 41 10 LF 60 $67.81 $4,068.60
11 3341.0208 27" RCP, Class III 33 41 10 LF 112 $84.21 $9,431.52
12 3341.0302 30" RCP, Class III 33 41 10 EA 26 $78.63 $2,044.38
13 3341.0309 36" RCP, Class III 33 41 10 EA 200 $128.57 $25,714.00
14 3341.1201 5x3 Box Culvert 33 41 10 LF 293 $245.63 $71,969.59
15 3341.1302 6x3 Box Culvert 33 41 10 LF 334 $309.56 $103,393.04
16 3341.1401 7x3 Box Culvert 33 41 10 LF 65 $355.72 $23,121.80
17 3341.1501 8x4 Box Culvert 33 41 10 LF 1168 $389.47 $454,900.96
18 3349.0006 Storm Junction Structure 33 49 10 EA 2 $13,500.00 $27,000.00
19 3349.0102 4' Manhole Riser 33 49 10 EA 5 $1,896.19 $9,480.95
20 3349.0106 Manhole Steps 33 49 10 EA 3 $168.00 $504.00
21 3349.1005 30" Flared Headwall, 1 pipe 33 49 40 EA 2 $1,000.00 $2,000.00
22 3349.6001 10' Recessed Inlet 33 49 20 EA 16 $3,715.25 $59,444.00
23 3349.7001 4' Drop Inlet 33 49 20 EA 1 $4,549.45 $4,549.45
24 24" CH-FW-0 466 EA 1 $1,000.00 $1,000.00
25 36" CH-FW-0 466 EA 1 $1,200.00 $1,200.00
26 8x3 Box Culvert 33 41 10 LF 763 $370.00 $282,310.00
27 Remove Storm Sewer Box 02 41 13 LF 39 $50.00 $1,950.00
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UNIT III: DRAINAGE IMPROVEMENTS
TOTAL UNIT III: DRAINAGE IMPROVEMENTS $1,153,179.93
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
00 42 43_Bid Proposal_DAP (total) - PUBLIC 05-19-20
6
00 42 43
DAP - BID PROPOSAL
Page 4 of 7
Bidder's Application
Specification
Section No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description Bid
Quantity
UNIT PRICE BID
Project Item Information
Unit of
Measure Bid ValueBidlist Item
No.Unit Price
1 0241.1100 Remove Asphalt Pvmt 02 41 15 SY 510 $6.93 $3,534.30
2 3123.0103 Borrow by Plan 31 23 23 CY 3600 $8.50 $30,600.00
3 3124.0101 Embankment by Plan 31 24 00 CY 3600 $4.55 $16,380.00
4 3211.0400 Hydrated Lime 32 11 29 TN 216 $154.15 $33,296.40
5 3211.0501 6" Lime Treatment 32 11 29 SY 1125 $2.92 $3,285.00
6 3211.0502 8" Lime Treatment 32 11 29 SY 12490 $3.63 $45,338.70
7 3212.0302 2" Asphalt Pvmt Type D 32 12 16 SY 1146 $8.17 $9,362.82
8 3212.0505 8" Asphalt Base Type B 32 12 16 SY 1146 $33.00 $37,818.00
9 3213.0101 6" Conc Pvmt 32 13 13 SY 1125 $32.45 $36,506.25
10 3213.0105 10.5" Conc Pvmt 32 13 13 SY 12490 $61.10 $763,139.00
11 3213.0301 4" Conc Sidewalk 32 13 20 SF 27565 $5.41 $149,126.65
12 3213.0401 6" Concrete Driveway 32 13 20 SF 850 $9.45 $8,032.50
13 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 8 $1,485.33 $11,882.64
14 3217.0001 4" SLD Pvmt Marking HAS (W)32 17 23 LF 1925 $1.20 $2,310.00
15 3217.0003 4" BRK Pvmt Marking HAS (W)32 17 23 LF 3240 $1.81 $5,864.40
16 3217.0201 8" SLD Pvmt Marking HAS (W) 32 17 23 LF 180 $3.18 $572.40
17 3217.0501 24" SLD Pvmt Marking HAE (W)32 17 23 LF 60 $11.86 $711.60
18 3217.1002 Lane Legend Arrow 32 17 23 EA 15 $257.59 $3,863.85
19 3217.1004 Lane Legend Only 32 17 23 EA 7 $216.74 $1,517.18
20 3217.2102 REFL Raised Marker TY I-C 32 17 23 EA 85 $7.57 $643.45
21 3217.2104 REFL Raised Marker TY II-C-R 32 17 23 EA 95 $5.65 $536.75
22 3291.0100 Topsoil 32 91 19 CY 1150 $22.66 $26,059.00
23 3292.0100 Block Sod Placement 32 92 13 SY 6900 $5.85 $40,365.00
24 3292.0400 Seeding, Hydromulch 32 92 13 SY 24200 $1.18 $28,556.00
25 3305.0111 Valve Box Adjustment 33 05 14 EA 10 $307.59 $3,075.90
26 3305.0107 Manhole Adjustment, Minor 33 05 14 EA 2 $588.09 $1,176.18
27 3441.4003 Furnish/Install Alum Sign Ground Mount City 34 41 30 EA 7 $416.98 $2,918.86
28 3441.4110 Remove and Reinstall Sign Panel/Post 34 41 30 EA 2 $509.68 $1,019.36
29 3471.0001 Traffic Control 34 71 13 MO 12 $3,768.26 $45,219.12
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TOTAL UNIT IV: PAVING IMPROVEMENTS $1,312,711.31
UNIT IV: PAVING IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
00 42 43_Bid Proposal_DAP (total) - PUBLIC 05-19-20
6
00 42 43
DAP - BID PROPOSAL
Page 5 of 7
Bidder's Application
Specification
Section No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description Bid
Quantity
UNIT PRICE BID
Project Item Information
Unit of
Measure Bid ValueBidlist Item
No.Unit Price
1 2605.0111 FURNISH/INSTALL ELEC SERV 26 05 00 EA 2 $5,354.00 $10,708.00
2 2605.3014 2" CONDT RM (RISER) 26 05 33 LF 80 $150.00 $12,000.00
3 2605.3015 2" CONDT PVC SCH 80 (T) 26 05 33 LF 4350 $9.50 $41,325.00
4 3441.1408 NO 6 INSULATED ELEC CONDR 34 41 10 LF 100 $1.30 $130.00
5 3441.1409 NO 8 INSULATED ELEC CONDR 34 41 10 LF 13500 $2.63 $35,505.00
6 3441.1502 GROUND BOX TYPE B, W/APRON 34 41 10 EA 3 $435.57 $1,306.71
7 3441.1645 FURNISH/INSTALL TYPE 33A ARM 34 41 20 EA 20 $280.00 $5,600.00
8 3441.3003 RDWY ILLUM ASSMBLY TY 18,18A,19, 34 41 20 EA 20 $2,464.91 $49,298.20
9 3441.3302 RDWY ILLUM FOUNDATION TY 3,5,6, 34 41 20 EA 20 $1,129.98 $22,599.60
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45
UNIT V: STREET LIGHTING IMPROVEMENTS
$178,472.51TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
00 42 43_Bid Proposal_DAP (total) - PUBLIC 05-19-20
6
7-1-20
8-31-2020
004526-1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
1
2
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
4 provides worker's compensation insurance coverage for all of its employees employed on City
5 Project No.102560. Contractor further certifies that, pursuant to Texas Labor Code, Section
6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
7 worker's compensation coverage.
8
9 CONTRACTOR:
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Conatser Construction TX, L.P.
Company
5327 Wichita St.
Address
Fort Worth 1 TX 176119
City/State/Zip
THE STATE OF TEXAS
COUNTY OF TARRANT
By: Brock Hu��ins
(Please Print)
.
Signature:
Title: President
(Please Print)
.�`'a'r'P'�•,, LINDSEY S GRIER
���P,... �o .
§ �?;� c,'sNotary Public, State of Texas
,`��. ,'.�e.; Comm. Expires 08-06-2D23
�iTF OF'����.
§ �i,,,,,,��� NOtary ID 13032378-2
B O th�d r i ed au ority, on this day personally appeared
, known to me to be the person whose name is
subscribed to the fore in instr n k o ledged to me that he/she executed the
same as the act and deed of for the purposes and
consideration therein expressed a d in the capacity therein stated.
tiVE E MY HAND AND SEAL OF OFFICE this �� day of
20 ti�
_ �
otary Public in n for the State of Texas
END OF SECTION
CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102560
Revised April 2, 2014
8-31-2020
Zero 0.00
005243-3
Developer Awarded Project Agreement
Page 3 of 6
60
61
62
3. Standard City General Conditions of the Construction Contract for Developer
Awarded Projects.
4. Supplementary Conditions.
63 5. Specifications specifically made a part of the Contract Documents by attachment
64 or, if not attached, as incorporated by reference and described in the Table of
65 Contents of the Project's Contract Documents.
66 6. Drawings.
67 7. Addenda.
m
69
70
71
72
73
74
75
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8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract
Documents:
a, Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS CPN 102560
Revised June 16, 2016
005243-4
Developer Awarded Project Agreement
Page 4 of 6
78 Article 6. INDEMNIFICATION
79 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
80 expense, the city, its officers, servants and employees, from and against any and all
81 claims arising out of, or alleged to arise out of, the work and services to be performed by
82 the contractor, its officers, agents, employees, subcontractors, licenses or invitees under
83 this contract. This indemnification provision is specifically intended to operate and be
84 effective even if it is alle�ed or �roven that all or some of the dama�es bein� sou�ht
85 were caused, in whole or in part, by anv act, omission or ne�li�ence of the citv. This
86 indemnity provision is intended to include, without limitation, indemnity for costs,
87 expenses and legal fees incurred by the city in defending against such claims and causes
88 of actions.
m
90 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
91 the city, its officers, servants and employees, from and against any and all loss, damage
92 or destruction of property of the city, arising out of, or alleged to arise out of, the work
93 and ser�ices to be performed by the contractor, its officers, agents, employees,
94 subcontractors, licensees or invitees under this contract. This indemnification provision
95 is s�ecifically intended to operate and be effective even if it is alle�ed or proven that all
96 or some of the dama�es bein� sou�ht were caused, in whole or in part, bv anv act,
97 omission or ne�li�ence of the citv.
98
99 Article 7. MISCELLANEOUS
100 7.1 Terms.
101 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
102 the Construction Contract for Developer Awarded Projects.
103 7.2 Assignment of Contract.
104 This Agreement, including all of the Contract Documents may not be assigned by the
105 Contractor without the advanced express written consent of the Developer.
106 7.3 Successors and Assigns.
107 Developer and Contractor each binds itself, its partners, successors, assigns and legal
108 representatives to the other party hereto, in respect to all covenants, agreements and
109 obligations contained in the Contract Documents.
CIN OF FORT WORTH RISINGER ROAD SOUTrI INDUSTRIAL PARK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS CPN 102560
Revised June 16, 2016
005243-5
Developer Awarded Project�greemen[
Page 5 oF6
110 7.4 Severability.
111 Any provision or part of the Contract Documents held to be unconstitutional, void or
112 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
113 remaining provisions shall continue to be valid and binding upon DEVELOPER and
114 CONTRACTOR.
115 7.5 Governing Law and Venue.
116 This Agreement, including all of the Contract Documents is performable in the State of
117 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
118 Northern District of Texas, Fort Worth Division.
119
120 7.6 Authority to Sign.
121 Contractor shall attach evidence of authority to sign Agreement, if other than duly
122 authorized signatory of Ihe Contractor.
123
124 IN WITNESS WHEREOF, Developer and Contrac[or have executed this Agreement in multiple
125 counterparts.
126
127 This Agreement is effective as of the last date signed by the Parties ("Effective Date").
128
Contrador:
�i✓
Brock Huggins
{Printed Name)
Title: President
Robert L Patton Jr
(Printed Name)
Title: president
CITV OF FORT WOftTH RISINGER ROAO SOUTH INDUSTRIAL PARK
STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPERAWARDEO PROIECTS CPN 101560
Revised lune 1G, 2016
005243-6
DeveloperAwarded ProJec[A6r¢ement
Page 6 of 6
129
Company Name:
Conatser ConstruCtion TX, LP
Address;
5327 Wlchita Street
Fort Worth, Texas 76119
J�1�3//zo � __.
Date
Company Name:
TCRG Opportunity XV
Address:
5201 Camp Bowie Blvd #200
Fort Worth TX 76107
s/si/2o2o
Date
CITY OF FOPT W ORTH RISINGER ROAD SOUTH IN OUSTRIAL PAftK
STANDARD CONSTRUCTIDN SPECIFICAiION DOCUMENTS—DEVELOPER AWnRDEO PROIECTS CPN 102560
Re�ised June 16, 2016
31st August 20
August31st
20
0
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2$
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tn ss as to incipal
r �, � �
� �
itness as to Surety
CITV OF fORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised lanuary 31, 2012
006213-3
PERFORMANCE BOND
Page 3 of 4
Address:
5327 Wichita St.
Fort Worth, TX 76119
SURETY:
Berkle� Insurance Com • .
� �8Y: �� .i"b � r f..� �v2 cr-zE-4-
Signature
Robbi Morales, Attorne -in-fact
Name and Title
Address:
5005 LSJ Freewas•, Suite 1500
Dallas, TX 75244
Telephone Number:
214/989-0000
R151NGER RdAD SOUTH INDUSTRIAL PARK
CPN 102560
006213-4
PERFORMANCE BOND
Page 4 af 4
2
3
4 *Note: If signed by an officer of the Surety Company, there must be on file a certifiecf extract
5 from the by-laws showing that this person has authority to sign such obligation. If
6 Surety's physica! address is different from its mailing address, both must be provided.
8 The date of the bond shall not be prior to #he date the Contract is awarded.
CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK
STANDARD CITY CONDITIONS — DEVELOPER AWARDEb PROJECTS CPN 202560
Revised January3l, 2012
31st August 20
31st
August 20
0
BY' � p �` .� �' �,�*al�r/
Signature
1
Robbi Morales. Attome -in- •
Name and Title
Address: 5005 LBJ Freewa�, Suite 1500
2 Note: If signed by an officer of the Sure#y, there must be on file a certi�ed extract from the
3 bylaws showing that this person has authority to sign such obligation. If Surety's physical
4 address is different from its mailing address, both must be provided.
Dallas. TX 75244
Telephone Number: 214/989-0400
5
6 The date of the bond shall not be prior to the date the Contract is awarded.
006214-3
PAYMENT BOND
Page 3 of 3
ATTEST:
�....,- %'t � { .� — —
(Suretyj Secretary
� • ,.�
+tness as to Surety
7
ENQ OF SECTiON
8
CITY OF FORT WORTF!
$TANDARD CITY CONDfTI0N5 — DEVELOPER AWARDED PROJECTS
Revised lanuary 31, 2012
RISINGER ROAb SOUTH INDUSTRIAL PARK
CPN 102560
August31st 20
006219-2
� MAINTENANCE BOND
Page 2 vf 5
1
2 WHEREAS, Principal binds itseif to use such materiais and to so construct the Work in
3 accordance with the pians, specifications and Contract Documents that the Work is and will
4 remain free from defects in materials or workmanship for and during the period of two (2) years
5 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
C
7 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon
8 receiving notice from the Developer and/or City of the need thereof at any time within the
9 Nlaintenance Period.
10
11 NOW THEREFORE, the condition of this ob{igation is such that if Principal shalf remedy
12 any defective Work, for which timely notice was provided by Developer or City, to a completion
13 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in
14 full force and effect.
15
16 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
17 noticed defective Work, it is agreed that the Develpper or City may cause any and all such
18 defective Wflrk to be repaired and/or reconstructed with all associated costs thereof being
19 borne by the Principal and the Surety under this Maintenance Bond; and
20
21 PROVIDED FURTHER, that i# any legal action 6e filed on this Bond, venue shafl lie in
22 Ta�rant County, Texas or the United States District Court for the Northern District of Texas, Fort
23 Worth Division; and
24
25 PROVIDED FURTHER, that this obligation shatl be continuous in nature and successive
26 recoveries may be had hereon for successive breaches.
CITV OF FORT WORTH RKINGER ROAD SOUTH INDUSTRIAL PARK
STANDARD CITY CONDITIONS — DEVELOPER AWARDE� PROIECTS CPN 102360
Revised lanuary 31, 2012
006219-3
MAINTENANCE BOND
Page 3 of S
CITY OF fORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK
STAAIDARD CIN CONDfTI0N5 — DEVELOPER AWARDED PROJECTS CPN 102560
Revised lanuary 31, 2012
August31st
20
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006219-5
MAINTENANCE BOND
Page 5 of 5
BY: : �� �.:�`��'1�--�.«/--
Signature
ATTEST�
^-�-�� L
� �J�S+.s.� I ' ` �f�+-p�--.�
(Surety)Secretary
itness as to Surety
Robbi Morales, Attorne� -in-fact
Name and Title
Address:
5005 LBJ Freewa , Suite 1500
Dallas, TX 75244
Tefephone
Number:
214/489-0000
*Note: if signed by an officer of the Surety Company, there must be on �le a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shal) not be prior to the date the Contract is awarded.
CITY OF FORT WORTH
STANDARD CITY CONDff10N5 — DEVE40PER AWAR�ED PROJECTS
Revised lanuary 31, 2012
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
POWER OF ATTORNEY
BERKLEY INSiJRANCE COMPANY
WILMINGTON, DELAINARE
Ko. Bt-�asa�
NOTICE: The waming found elsewhere in this Fower of Attorney affects the validity there�f. Please review carefuliy.
KNOW ALL MEN BY THESE PRESENTS, that BBRKI,EY. INSURANCE COMPANY (the "Company"), a corporation duly
organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted
and appointed, and does by these presents make, constitute and appoint: Rrcarrlo J. Rey��a; Don E. Corttell; Soplrinie Hu�:ter;
Robbi Morrc/es; ICelly A. l�i�estbrook; Tina McEwan; Joshun A. Saunders; or. Tonie Pefro�rek of Aorr Risk Services Soutliwesl,
Irrc. of DalJas, 1'X its true and lawful Attomey-in-Fact, to sign its name as surety only as delineated beIow and to execute, seal,
acknowledge ar►d deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no
single obligation shall exceed Fiffy Million and 00/100 U.S. Dollars (U.S.�SO,UOO,OQO.OU), to the 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.
This Power of Attomey shall be construed and enforced in accordance with, and govemed by, the laws of the State of Delaware,
without giving effect to the principles of conflicts of laws ihereof. This Power of Attorney is granted pursuant to the foilowing
resolutions which were duIy and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010:
RE50LVED, that, with respect to the Surety business written by Berkley 5urety, the Chairman of the Board, Chief Executive
Officer, President or any Vice President of the Company, in conjunction with ihe Secretary or any Assisfant Secretary are
hereby authorized to execute powers of attomey authorizing and qualifying the aitomey-in-fact named therein to execute
bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the corporate seal
of ihe Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney-in-fact and
revoke any power of attorney previausly granted; and further
RESOiVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or
other suretyship obligations specifically narned therein, and they have no authority to bind the Company except in the manner
and to the extent therein stated; and fiuther
RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and
further
RESOLVED, that the signature of any authorized officer and the seal of ttie Company may 6e affixed by facsimile to any
power of attarney or certification thereof authorizing the execution and deliveiy of any bond, undertaking, recognizance, or
other suretysfup obligation of the Company; and sach 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 heiein stated the faesimile signat�e of any
person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have
ceased to be such at the time when such insh�uments shall be issued.
IN WI7NESS WHEItEQF, lhe Go��a„ny has caused H�ese presents to be signed and �ttested by its apprapriate afficers and its
carporate soxl bereunto aff'uced this7� day of M o � Q .
Anest: � � I3erkle Insurnnce Compan
�
(Sealj liy r By �
Tra . Led an Je �e fter
Executive Vice Aresident & Secretary e o i •esident
WARNINC: THIS POWER INVALID IF NOT PRINTED ON BLUE "BERKLEY" SECURITY PAP�R.
STAT� OF CONIVECT[CUT )
) ss:
COUNTY OT FAIRFIELD )
�rD
Swarn to before me, a htatnry Public in the Stnte of Cannecticut, ihis�� day of l Q, by �rn S. t.edermun
and Jcffrey M. Hafter who are swntn to me to bc lhc Executivc Vicc Pre 'de t and 5er�cta�y, the Seniur Vice Pi�:sictcnt,
respectively, of Berkley Tnsurance Compa�lARIA C. RUNDBAKEN � %�
NQTARY PUeLIC - �C +C- � ' ���'���
MY C�MMISSION EXPIRES otary Public, State ofConnecticut
ARRIL 30, 2019
CL�ILTi1�1CA7'[�
T, the undersigned, Assistant Secretery of BERKL.EY INSURAl�(CE CDMPANY, DO HEREBY CERTIFY that the foregoing is a true, correct
and complete copy of the original Power of Attorney; that said Power of Attomey has not been revoked or rescinded and that the authority of the
Attorney-in-Fact set forth therein, who executed the bond or undertaking to which this Power of Attorney is attached, is in futl force and effect as
of this date.
Given under my hand and seal of the Company, this day of _ _
(Seal)
m ent . Forte
>
3
i'
ac
w
�s
L
�
�
i
�
;
iMPORTANT NOTICE
To ot�tain information or make a compfaint:
You may cafE Berkley Surety Group, LLC and its affiliates by
te[ephone for information or �o make a complaint:
B�RKLEY SURETY GROUP, LLC
Please send all notices of claim on this bond to:
Berkley Surety G�oup, LLC
(866} 768-3534
412 Mount FCemble Avenue, Suite 310N
Morristown, NJ 07960
Attn: Surety Claims Deparfinenf
You may contact the Texas Depa►-�ment of insurance to obtain
information on companies, coverages, rights or compfaints at:
'( -800-2a2-3439
You may write the Texas Department of lnsurance:
P. O. Box 149104
Aust'tn, TX 787'14-9104
Fax: (512) 475--'� i71
Web: htt ://www.tdi.state.tx.us
E-maii: ConsumerProtection 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 Berkle� c{ �he Texas Department of
the dispute is not resolved, you may con
insurance.
ATTACH THIS NOTICE TO YOUR BONQ:
This notice is for information onle � ad �°SS venb oc�omepl pwith Texas
condifion of fihe attached docum 9
legaf and regulatory requirements.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
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
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 of Defective 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
12.02 Partial Utilization ........................................................................................................................ 32
12.03 Final Inspection ........................................................................................................................... 32
12.04 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
14.02 Computation of Times ................................................................................................................ 34
14.03 Cumulative Remedies ................................................................................................................. 34
14.04 Survival of Obligations ............................................................................................................... 35
14.05 Headings ...................................................................................................................................... 35
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
l. 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 not Contract 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.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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 the Project.
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.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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 the Site.
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.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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 Contract Documents.
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;
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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 and 4.02.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.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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 and non-owned.
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Revised: January 10, 2013
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: ____________________________________________________________
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 railroad property:
a. General Aggregate: _____________________________________
Enter limits provided by Railroad Company (If none, write none)
b. Each Occurrence: : _____________________________________
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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Revised: January 10, 2013
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 by participating 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)
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
Required for this Contract.
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 31st 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 11th 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 indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
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 endanger it.
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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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 Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 5.16.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.
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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 caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
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 final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
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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 of actions.
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.
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
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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 City funds
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.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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 Contract Documents.
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.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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 anticipated project.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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:
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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 other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
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.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
01 78 39 - 1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 3
CITY OF FORT WORTH Risinger Road South Industrial Park
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects [Insert Project Number]
Revised December 20, 2012
SECTION 01 11 00 1
SUMMARY OF WORK 2
GENERAL 3
SUMMARY 4
A. Section Includes: 5
1. Summary of Work to be performed in accordance with the Contract Documents 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10
2. Division 1 - General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Work Covered by Contract Documents 18
1. Work is to include furnishing all labor, materials, and equipment, and performing 19
all Work necessary for this construction project as detailed in the Drawings and 20
Specifications. 21
B. Subsidiary Work 22
1. Any and all Work specifically governed by documentary requirements for the 23
project, such as conditions imposed by the Drawings or Contract Documents in 24
which no specific item for bid has been provided for in the Proposal and the item is 25
not a typical unit bid item included on the standard bid item list, then the item shall 26
be considered as a subsidiary item of Work, the cost of which shall be included in 27
the price bid in the Proposal for various bid items. 28
C. Use of Premises 29
1. Coordinate uses of premises under direction of the City. 30
2. Assume full responsibility for protection and safekeeping of materials and 31
equipment stored on the Site. 32
3. Use and occupy only portions of the public streets and alleys, or other public places 33
or other rights-of-way as provided for in the ordinances of the City, as shown in the 34
Contract Documents, or as may be specifically authorized in writing by the City. 35
a. A reasonable amount of tools, materials, and equipment for construction 36
purposes may be stored in such space, but no more than is necessary to avoid 37
delay in the construction operations. 38
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 3
CITY OF FORT WORTH Risinger Road South Industrial Park
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects [Insert Project Number]
Revised December 20, 2012
b. Excavated and waste materials shall be stored in such a way as not to interfere 1
with the use of spaces that may be designated to be left free and unobstructed 2
and so as not to inconvenience occupants of adjacent property. 3
c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4
manner as not to interfere with the operation of the railroad. 5
All Work shall be in accordance with railroad requirements set forth in Division 6
0 as well as the railroad permit. 7
B. Work within Easements 8
1. Do not enter upon private property for any purpose without having previously 9
obtained permission from the owner of such property. 10
2. Do not store equipment or material on private property unless and until the 11
specified approval of the property owner has been secured in writing by the 12
Contractor and a copy furnished to the City. 13
3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14
obstructions which must be removed to make possible proper prosecution of the 15
Work as a part of the project construction operations. 16
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, 17
plants, lawns, fences, culverts, curbing, and all other types of structures or 18
improvements, to all water, sewer, and gas lines, to all conduits, overhead pole 19
lines, or appurtenances thereof, including the construction of temporary fences 20
and to all other public or private property adjacent to the Work. 21
5. Notify the proper representatives of the owners or occupants of the public or 22
private lands of interest in lands which might be affected by the Work. 23
a. Such notice shall be made at least 48 hours in advance of the beginning of 24
the Work. 25
b. Notices shall be applicable to both public and private utility companies and 26
any corporation, company, individual, or other, either as owners or 27
occupants, whose land or interest in land might be affected by the Work. 28
c. Be responsible for all damage or injury to property of any character 29
resulting from any act, omission, neglect, or misconduct in the manner or 30
method or execution of the Work, or at any time due to defective work, 31
material, or equipment. 32
6. Fence 33
a. Restore all fences encountered and removed during construction of the 34
Project to the original or a better than original condition. 35
b. Erect temporary fencing in place of the fencing removed whenever the 36
Work is not in progress and when the site is vacated overnight, and/or at all 37
times to provide site security. 38
c. The cost for all fence work within easements, including removal, temporary 39
closures and replacement, shall be subsidiary to the various items bid in the 40
project proposal, unless a bid item is specifically provided in the proposal. 41
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 78 39 - 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 3
CITY OF FORT WORTH Risinger Road South Industrial Park
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects [Insert Project Number]
Revised December 20, 2012
1.5 SUBMITTALS [NOT USED] 1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.7 CLOSEOUT SUBMITTALS [NOT USED] 3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.9 QUALITY ASSURANCE [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 25 00 - 1
DAP SUBSTITUTION PROCEDURES
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
SECTION 01 25 00
SUBSTITUTION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
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
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 25 00 - 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 of proposed
product with Contract Documents
3) Itemized comparison of original and proposed product addressing product
characteristics including, but not necessarily limited to:
a) Size
b) Composition or materials of construction
c) Weight
d) Electrical or mechanical requirements
4) Product experience
a) Location of past projects utilizing product
b) Name and telephone number of persons associated with referenced
projects knowledgeable concerning proposed product
c) Available field data and reports associated with proposed product
5) Samples
a) Provide at request of City.
b) Samples become the property of the City.
c. For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C. Approval or Rejection
1. Written approval or rejection of substitution given by the City
2. City reserves the right to require proposed product to comply with color and pattern
of specified product if necessary to secure design intent.
3. In the event the substitution is approved, 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
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 25 00 - 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
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 25 00 - 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
01 78 3919 - 1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised August 30, 2013
SECTION 01 31 19 1
PRECONSTRUCTION MEETING 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Provisions for the preconstruction meeting to be held prior to the start of Work to 6
clarify construction contract administration procedures 7
B. Deviations from this City of Fort Worth Standard Specification 8
1. No construction schedule required unless requested by the City. 9
C. Related Specification Sections include, but are not necessarily limited to: 10
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 11
2. Division 1 – General Requirements 12
1.2 PRICE AND PAYMENT PROCEDURES 13
A. Measurement and Payment 14
1. Work associated with this Item is considered subsidiary to the various items bid. 15
No separate payment will be allowed for this Item. 16
1.3 REFERENCES [NOT USED] 17
1.4 ADMINISTRATIVE REQUIREMENTS 18
A. Coordination 19
1. Attend preconstruction meeting. 20
2. Representatives of Contractor, subcontractors and suppliers attending meetings 21
shall be qualified and authorized to act on behalf of the entity each represents. 22
3. Meeting administered by City may be tape recorded. 23
a. If recorded, tapes will be used to prepare minutes and retained by City for 24
future reference. 25
B. Preconstruction Meeting 26
1. A preconstruction meeting will be held within 14 days after the delivery of the 27
distribution package to the City. 28
The meeting will be scheduled and administered by the City. 29
2. The Project Representative will preside at the meeting, prepare the notes of the 30
meeting and distribute copies of same to all participants who so request by fully 31
completing the attendance form to be circulated at the beginning of the meeting. 32
3. Attendance shall include: 33
a. Developer and Consultant 34
b. Contractor's project manager 35
c. Contractor's superintendent 36
d. Any subcontractor or supplier representatives whom the Contractor may 37
desire to invite or the City may request 38
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 78 3919 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised August 30, 2013
1
e. Other City representatives 2
f. Others as appropriate 3
4. Preliminary Agenda may include: 4
a. Introduction of Project Personnel 5
b. General Description of Project 6
c. Status of right-of-way, utility clearances, easements or other pertinent permits 7
d. Contractor’s work plan and schedule 8
e. Contract Time 9
f. Notice to Proceed 10
g. Construction Staking 11
h. Progress Payments 12
i. Extra Work and Change Order Procedures 13
j. Field Orders 14
k. Disposal Site Letter for Waste Material 15
l. Insurance Renewals 16
m. Payroll Certification 17
n. Material Certifications and Quality Control Testing 18
o. Public Safety and Convenience 19
p. Documentation of Pre-Construction Conditions 20
q. Weekend Work Notification 21
r. Legal Holidays 22
s. Trench Safety Plans 23
t. Confined Space Entry Standards 24
u. Coordination with the City’s representative for operations of existing water 25
systems 26
v. Storm Water Pollution Prevention Plan 27
w. Coordination with other Contractors 28
x. Early Warning System 29
y. Contractor Evaluation 30
z. Special Conditions applicable to the project 31
aa. Damages Claims 32
bb. Submittal Procedures 33
cc. Substitution Procedures 34
dd. Correspondence Routing 35
ee. Record Drawings 36
ff. Temporary construction facilities 37
gg. MBE/SBE procedures 38
hh. Final Acceptance 39
ii. Final Payment 40
jj. Questions or Comments 41
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 78 3919 - 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised August 30, 2013
1.5 SUBMITTALS [NOT USED] 1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.7 CLOSEOUT SUBMITTALS [NOT USED] 3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.9 QUALITY ASSURANCE [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 32 33 - 1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
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
01 78 39 - 1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
SECTION 01 33 00 1
DAP SUBMITTALS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. General methods and requirements of submissions applicable to the following Work-6
related submittals: 7
a. Shop Drawings 8
b. Product Data (including Standard Product List submittals) 9
c. Samples 10
d. Mock Ups 11
B. Deviations from this City of Fort Worth Standard Specification 12
1. None. 13
C. Related Specification Sections include, but are not necessarily limited to: 14
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15
2. Division 1 – General Requirements 16
1.2 PRICE AND PAYMENT PROCEDURES 17
A. Measurement and Payment 18
1. Work associated with this Item is considered subsidiary to the various items bid. No 19
separate payment will be allowed for this Item. 20
1.3 REFERENCES [NOT USED] 21
1.4 ADMINISTRATIVE REQUIREMENTS 22
A. Coordination 23
1. Notify the City in writing, at the time of submittal, of any deviations in the submittals 24
from the requirements of the Contract Documents. 25
2. Coordination of Submittal Times 26
a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing 27
the related Work or other applicable activities, or within the time specified in the 28
individual Work Sections, of the Specifications. 29
b. Contractor is responsible such that the installation will not be delayed by processing 30
times including, but not limited to: 31
a) Disapproval and resubmittal (if required) 32
b) Coordination with other submittals 33
c) Testing 34
d) Purchasing 35
e) Fabrication 36
f) Delivery 37
Similar sequenced activities 38
c. No extension of time will be authorized because of the Contractor's failure to 39
transmit submittals sufficiently in advance of the Work. 40
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
d. Make submittals promptly in accordance with approved schedule, and in such 1
sequence as to cause no delay in the Work or in the work of any other contractor. 2
A. Submittal Numbering 3
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-4
reference identification numbering system in the following manner: 5
a. Use the first 6 digits of the applicable Specification Section Number. 6
b. For the next 2 digits number use numbers 01-99 to sequentially number each 7
initial separate item or drawing submitted under each specific Section number. 8
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 9
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 10
submittal number would be as follows: 11
12
03 30 00-08-B 13
14
1) 03 30 00 is the Specification Section for Concrete 15
2) 08 is the eighth initial submittal under this Specification Section 16
3) B is the third submission (second resubmission) of that particular shop 17
drawing 18
B. Contractor Certification 19
1. Review shop drawings, product data and samples, including those by 20
subcontractors, prior to submission to determine and verify the following: 21
a. Field measurements 22
b. Field construction criteria 23
c. Catalog numbers and similar data 24
d. Conformance with the Contract Documents 25
2. Provide each shop drawing, sample and product data submitted by the Contractor 26
with a Certification Statement affixed including: 27
a. The Contractor's Company name 28
b. Signature of submittal reviewer 29
c. Certification Statement 30
1) “By this submittal, I hereby represent that I have determined and verified 31
field measurements, field construction criteria, materials, dimensions, 32
catalog numbers and similar data and I have checked and coordinated each 33
item with other applicable approved shop drawings." 34
C. Submittal Format 35
1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches. 36
2. Bind shop drawings and product data sheets together. 37
3. Order 38
a. Cover Sheet 39
1) Description of Packet 40
2) Contractor Certification 41
b. List of items / Table of Contents 42
c. Product Data /Shop Drawings/Samples /Calculations 43
D. Submittal Content 44
1. The date of submission and the dates of any previous submissions 45
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 78 39 - 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
2. The Project title and number 1
3. Contractor identification 2
4. The names of: 3
a. Contractor 4
b. Supplier 5
c. Manufacturer 6
5. Identification of the product, with the Specification Section number, page and 7
paragraph(s) 8
6. Field dimensions, clearly identified as such 9
7. Relation to adjacent or critical features of the Work or materials 10
8. Applicable standards, such as ASTM or Federal Specification numbers 11
9. Identification by highlighting of deviations from Contract Documents 12
10. Identification by highlighting of revisions on resubmittals 13
11. An 8-inch x 3-inch blank space for Contractor and City stamps 14
E. Shop Drawings 15
1. As specified in individual Work Sections includes, but is not necessarily limited to: 16
a. Custom-prepared data such as fabrication and erection/installation (working) 17
drawings 18
b. Scheduled information 19
c. Setting diagrams 20
d. Actual shopwork manufacturing instructions 21
e. Custom templates 22
f. Special wiring diagrams 23
g. Coordination drawings 24
h. Individual system or equipment inspection and test reports including: 25
1) Performance curves and certifications 26
i. As applicable to the Work 27
2. Details 28
a. Relation of the various parts to the main members and lines of the structure 29
b. Where correct fabrication of the Work depends upon field measurements 30
Provide such measurements and note on the drawings prior to submitting for 31
approval. 32
F. Product Data 33
1. For submittals of product data for products included on the City’s Standard Product 34
List, clearly identify each item selected for use on the Project. 35
2. For submittals of product data for products not included on the City’s Standard 36
Product List, submittal data may include, but is not necessarily limited to: 37
a. Standard prepared data for manufactured products (sometimes referred to as 38
catalog data) 39
1) Such as the manufacturer's product specification and installation instructions 40
2) Availability of colors and patterns 41
3) Manufacturer's printed statements of compliances and applicability 42
4) Roughing-in diagrams and templates 43
5) Catalog cuts 44
[Insert Project Name]
DED PROJECTS [Insert Project Number]
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 78 39 - 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
6) Product photographs 1
7) Standard wiring diagrams 2
8) Printed performance curves and operational-range diagrams 3
9) Production or quality control inspection and test reports and certifications 4
10) Mill reports 5
11) Product operating and maintenance instructions and recommended spare-parts 6
listing and printed product warranties 7
12) As applicable to the Work 8
H. Samples 9
1. As specified in individual Sections, include, but are not necessarily limited to: 10
a. Physical examples of the Work such as: 11
1) Sections of manufactured or fabricated Work 12
2) Small cuts or containers of materials 13
3) Complete units of repetitively used products color/texture/pattern swatches and 14
range sets 15
4) Specimens for coordination of visual effect 16
5) Graphic symbols and units of Work to be used by the City for independent 17
inspection and testing, as applicable to the Work 18
I. Do not start Work requiring a shop drawing, sample or product data nor any material to be 19
fabricated or installed prior to the approval or qualified approval of such item. 20
1. Fabrication performed, materials purchased or on-site construction accomplished which 21
does not conform to approved shop drawings and data is at the Contractor's risk. 22
2. The City will not be liable for any expense or delay due to corrections or remedies 23
required to accomplish conformity. 24
3. Complete project Work, materials, fabrication, and installations in conformance with 25
approved shop drawings, applicable samples, and product data. 26
J. Submittal Distribution 27
1. Electronic Distribution 28
a. Confirm development of Project directory for electronic submittals to be uploaded 29
to City’s Buzzsaw site, or another external FTP site approved by the City. 30
b. Shop Drawings 31
1) Upload submittal to designated project directory and notify appropriate City 32
representatives via email of submittal posting. 33
2) Hard Copies 34
a) 3 copies for all submittals 35
b) If Contractor requires more than 1 hard copy of Shop Drawings returned, 36
Contractor shall submit more than the number of copies listed above. 37
c. Product Data 38
1) Upload submittal to designated project directory and notify appropriate City 39
representatives via email of submittal posting. 40
2) Hard Copies 41
a) 3 copies for all submittals 42
d. Samples 43
1) Distributed to the Project Representative 44
2. Hard Copy Distribution (if required in lieu of electronic distribution) 45
46
47
[Insert Project Name]
DED PROJECTS [Insert Project Number]
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 78 39 - 5
DAP PROJECT RECORD DOCUMENTS
Page 5 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
a. Shop Drawings 1
1) Distributed to the City 2
2) Copies 3
a. 8 copies for mechanical submittals 4
b. 7 copies for all other submittals 5
c. If Contractor requires more than 3 copies of Shop Drawings returned, 6
Contractor shall submit more than the number of copies listed above. 7
b. Product Data 8
1) Distributed to the City 9
2) Copies 10
a) 4 copies 11
c. Samples 12
1) Distributed to the Project Representative 13
2) Copies 14
a) Submit the number stated in the respective Specification Sections. 15
3. Distribute reproductions of approved shop drawings and copies of approved product 16
data and samples, where required, to the job site file and elsewhere as directed by 17
the City. 18
a. Provide number of copies as directed by the City but not exceeding the number 19
previously specified. 20
K. Submittal Review 21
1. The review of shop drawings, data and samples will be for general conformance with 22
the design concept and Contract Documents. This is not to be construed as: 23
a. Permitting any departure from the Contract requirements 24
b. Relieving the Contractor of responsibility for any errors, including details, 25
dimensions, and materials 26
c. Approving departures from details furnished by the City, except as otherwise 27
provided herein 28
2. The review and approval of shop drawings, samples or product data by the City does 29
not relieve the Contractor from his/her responsibility with regard to the fulfillment of 30
the terms of the Contract. 31
a. All risks of error and omission are assumed by the Contractor, and the City will 32
have no responsibility therefore. 33
3. The Contractor remains responsible for details and accuracy, for coordinating the Work 34
with all other associated work and trades, for selecting fabrication processes, for 35
techniques of assembly and for performing Work in a safe manner. 36
4. If the shop drawings, data or samples as submitted describe variations and show a 37
departure from the Contract requirements which City finds to be in the interest of the 38
City and to be so minor as not to involve a change in Contract Price or time for 39
performance, the City may return the reviewed drawings without noting an exception. 40
5. Submittals will be returned to the Contractor under 1 of the following codes: 41
a. Code 1 42
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 43
comments on the submittal. 44
a. When returned under this code the Contractor may release the equipment 45
and/or material for manufacture. 46
b. Code 2 47
[Insert Project Name]
DED PROJECTS [Insert Project Number]
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the 1
notations and comments IS NOT required by the Contractor. 2
a. The Contractor may release the equipment or material for manufacture; 3
however, all notations and comments must be incorporated into the final 4
product. 5
c. Code 3 6
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned 7
when notations and comments are extensive enough to require a resubmittal of 8
the package. 9
a) The Contractor may release the equipment or material for manufacture; 10
however, all notations and comments must be incorporated into the final 11
product. 12
b) This resubmittal is to address all comments, omissions and non-conforming 13
items that were noted. 14
c) Resubmittal is to be received by the City within 15 Calendar Days of the 15
date of the City's transmittal requiring the resubmittal. 16
d. Code 4 17
1) "NOT APPROVED" is assigned when the submittal does not meet the intent of 18
the Contract Documents. 19
a) The Contractor must resubmit the entire package revised to bring the 20
submittal into conformance. 21
b) It may be necessary to resubmit using a different manufacturer/vendor to 22
meet the Contract Documents. 23
6. Resubmittals 24
a. Handled in the same manner as first submittals 25
1) Corrections other than requested by the City 26
2) Marked with revision triangle or other similar method 27
a) At Contractor’s risk if not marked 28
b. Submittals for each item will be reviewed no more than twice at the City’s expense. 29
1) All subsequent reviews will be performed at times convenient to the City and at 30
the Contractor's expense, based on the City's or City Representative’s then 31
prevailing rates. 32
2) Provide Contractor reimbursement to the City within 30 Calendar Days for all 33
such fees invoiced by the City. 34
c. The need for more than 1 resubmission or any other delay in obtaining City's 35
review of submittals, will not entitle the Contractor to an extension of Contract 36
Time. 37
7. Partial Submittals 38
a. City reserves the right to not review submittals deemed partial, at the City’s 39
discretion. 40
b. Submittals deemed by the City to be not complete will be returned to the 41
Contractor, and will be considered "Not Approved" until resubmitted. 42
c. The City may at its option provide a list or mark the submittal directing the 43
Contractor to the areas that are incomplete. 44
8. If the Contractor considers any correction indicated on the shop drawings to constitute a 45
change to the Contract Documents, then written notice must be provided thereof to the 46
Developer at least 7 Calendar Days prior to release for manufacture. 47
[Insert Project Name]
DED PROJECTS [Insert Project Number]
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
9. When the shop drawings have been completed to the satisfaction of the City, the 1
Contractor may carry out the construction in accordance therewith and no further 2
changes therein except upon written instructions from the City. 3
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 4
following receipt of submittal by the City. 5
L. Mock ups 6
1. Mock Up units as specified in individual Sections, include, but are not necessarily 7
limited to, complete units of the standard of acceptance for that type of Work to be used 8
on the Project. Remove at the completion of the Work or when directed. 9
M. Qualifications 10
If specifically required in other Sections of these Specifications, submit a P.E. Certification 11
for each item required. 12
N. Request for Information (RFI) 13
1. Contractor Request for additional information 14
a. Clarification or interpretation of the contract documents 15
b. When the Contractor believes there is a conflict between Contract Documents 16
c. When the Contractor believes there is a conflict between the Drawings and 17
Specifications 18
1) Identify the conflict and request clarification 19
2. Sufficient information shall be attached to permit a written response without further 20
information. 21
22
23
24
25
1.5 SUBMITTALS [NOT USED] 26
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27
1.7 CLOSEOUT SUBMITTALS [NOT USED] 28
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29
1.9 QUALITY ASSURANCE [NOT USED] 30
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31
1.11 FIELD [SITE] CONDITIONS [NOT USED] 32
1.12 WARRANTY [NOT USED] 33
[Insert Project Name]
DED PROJECTS [Insert Project Number]
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
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DAP PROJECT RECORD DOCUMENTS
Page 8 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
1
2
3
4
PART 2 – PRODUCTS [NOT USED] 5
PART 3 - EXECUTION [NOT USED] 6
END OF SECTION 7
8
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
9
[Insert Project Name]
DED PROJECTS [Insert Project Number]
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
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DAP PROJECT RECORD DOCUMENTS
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August, 30, 2013
SECTION 01 35 13 1
SPECIAL PROJECT PROCEDURES 2
[Text in Blue is for information or guidance. Remove all blue text in the final project document.] 3
PART 1 - GENERAL 4
1.1 SUMMARY 5
A. Section Includes: 6
1. The procedures for special project circumstances that includes, but is not limited to: 7
a. Coordination with the Texas Department of Transportation 8
b. Work near High Voltage Lines 9
c. Confined Space Entry Program 10
d. 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
l. {Coordination with North Central Texas Council of Governments Clean 19
Construction Specification [remove if not required]} 20
B. Deviations from this City of Fort Worth Standard Specification 21
1. None. 22
C. Related Specification Sections include, but are not necessarily limited to: 23
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 24
2. Division 1 – General Requirements 25
3. Section 33 12 25 – Connection to Existing Water Mains 26
27
1.2 REFERENCES 28
A. Reference Standards 29
1. Reference standards cited in this Specification refer to the current reference standard 30
published at the time of the latest revision date logged at the end of this Specification, 31
unless a date is specifically cited. 32
2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High 33
Voltage Overhead Lines. 34
3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 35
Specification 36
1.3 ADMINISTRATIVE REQUIREMENTS 37
A. Coordination with the Texas Department of Transportation 38
1. When work in the right-of-way which is under the jurisdiction of the Texas Department 39
of Transportation (TxDOT): 40
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August, 30, 2013
a. Notify the Texas Department of Transportation prior to commencing any work 1
therein in accordance with the provisions of the permit 2
b. All work performed in the TxDOT right-of-way shall be performed in compliance 3
with and subject to approval from the Texas Department of 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 safety 16
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 lower 25
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 OSHA 30
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 prior 39
to commencing. 40
2) Minimum 24 hour public notification in accordance with Section 01 31 13 41
E. Water Department Coordination 42
43
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August, 30, 2013
1. During the construction of this project, it will be necessary to deactivate, for a 1
period of time, existing lines. The Contractor shall be required to coordinate with 2
the Water Department to determine the best times for deactivating and activating 3
those lines. 4
2. Coordinate any event that will require connecting to or the operation of an existing 5
City water line system with the City’s representative. 6
a. Coordination shall be in accordance with Section 33 12 25. 7
b. If needed, obtain a hydrant water meter from the Water Department for use 8
during the life of named project. 9
c. In the event that a water valve on an existing live system be turned off and 10
on to accommodate the construction of the project is required, coordinate 11
this activity through the appropriate City representative. 12
1) Do not operate water line valves of existing water system. 13
a) Failure to comply will render the Contractor in violation of Texas 14
Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the 15
Contractor will be prosecuted to the full extent of the law. 16
b) In addition, the Contractor will assume all liabilities and 17
responsibilities as a result of these actions. 18
B. Public Notification Prior to Beginning Construction 19
1. Prior to beginning construction on any block in the project, on a block by block 20
basis, prepare and deliver a notice or flyer of the pending construction to the front 21
door of each residence or business that will be impacted by construction. The notice 22
shall be prepared as follows: 23
a. Post notice or flyer 7 days prior to beginning any construction activity on each 24
block in the project area. 25
1) Prepare flyer on the Contractor’s letterhead and include the following 26
information: 27
a) Name of Project 28
b) City Project No (CPN) 29
c) Scope of Project (i.e. type of construction activity) 30
d) Actual construction duration within the block 31
e) Name of the contractor’s foreman and phone number 32
f) Name of the City’s inspector and phone number 33
g) City’s after-hours phone number 34
2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit A. 35
3) Submit schedule showing the construction start and finish time for each block 36
of the project to the inspector. 37
4) Deliver flyer to the City Inspector for review prior to distribution. 38
b. No construction will be allowed to begin on any block until the flyer is delivered to 39
all residents of the block. 40
C. Public Notification of Temporary Water Service Interruption during Construction 41
1. In the event it becomes necessary to temporarily shut down water service to 42
residents or businesses during construction, prepare and deliver a notice or flyer of 43
the pending interruption to the front door of each affected resident. 44
2. Prepared notice as follows: 45
a. The notification or flyer shall be posted 24 hours prior to the temporary 46
interruption. 47
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August, 30, 2013
b. Prepare flyer on the contractor’s letterhead and include the following information: 1
1) Name of the project 2
2) City Project Number 3
3) Date of the interruption of service 4
4) Period the interruption will take place 5
5) Name of the contractor’s foreman and phone number 6
6) Name of the City’s inspector and phone number 7
c. A sample of the temporary water service interruption notification is attached as 8
Exhibit B. 9
d. Deliver a copy of the temporary interruption notification to the City inspector for 10
review prior to being distributed. 11
e. No interruption of water service can occur until the flyer has been delivered to all 12
affected residents and businesses. 13
f. Electronic versions of the sample flyers can be obtained from the Project 14
Construction Inspector. 15
H. Coordination with United States Army Corps of Engineers (USACE) 16
1. At locations in the Project where construction activities occur in areas where USACE 17
permits are required, meet all requirements set forth in each designated permit. 18
I. Coordination within Railroad Permit Areas 19
1. At locations in the project where construction activities occur in areas where railroad 20
permits are required, meet all requirements set forth in each designated railroad permit. 21
This includes, but is not limited to, provisions for: 22
a. Flagmen 23
b. Inspectors 24
c. Safety training 25
d. Additional insurance 26
e. Insurance certificates 27
f. Other employees required to protect the right-of-way and property of the Railroad 28
Company from damage arising out of and/or from the construction of the project. 29
Proper utility clearance procedures shall be used in accordance with the permit 30
guidelines. 31
2. Obtain any supplemental information needed to comply with the railroad’s 32
requirements. 33
J. Dust Control 34
1. Use acceptable measures to control dust at the Site. 35
a. If water is used to control dust, capture and properly dispose of waste water. 36
b. If wet saw cutting is performed, capture and properly dispose of slurry. 37
K. Employee Parking 38
1. Provide parking for employees at locations approved by the City. 39
L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 40
Construction Specification [if required for the project] 41
1. Comply with equipment, operational, reporting and enforcement requirements set forth 42
in NCTCOG’s Clean Construction Specification.} 43
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August, 30, 2013
1.4 SUBMITTALS [NOT USED] 1
1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.6 CLOSEOUT SUBMITTALS [NOT USED] 3
1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.8 QUALITY ASSURANCE [NOT USED] 5
1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.10 FIELD [SITE] CONDITIONS [NOT USED] 7
1.11 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
1.3.B – Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
13
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August, 30, 2013
EXHIBIT A 1
(To be printed on Contractor’s Letterhead) 2
3
4
5
Date: 6
7
CPN No.: 8
Project Name: 9
Mapsco Location: 10
Limits of Construction: 11
12
13
14
15
16
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 17
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18
PROPERTY. 19
20
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF 21
THIS NOTICE. 22
23
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24
ISSUE, PLEASE CALL: 25
26
27
Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.> 28
29
OR 30
31
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 32
33
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 34
35
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 36
37
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August, 30, 2013
EXHIBIT B 1
2
3
4
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01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 1 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
SECTION 01 45 23
TESTING AND INSPECTION SERVICES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
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.
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
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. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City’s document management system.
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised JULY 1, 2011
SECTION 01 50 00 1
TEMPORARY FACILITIES AND CONTROLS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Provide temporary facilities and controls needed for the Work including, but not 6
necessarily limited to: 7
a. Temporary utilities 8
b. Sanitary facilities 9
c. Storage Sheds and Buildings 10
d. Dust control 11
e. Temporary fencing of the construction site 12
B. Deviations from this City of Fort Worth Standard Specification 13
1. None. 14
C. Related Specification Sections include, but are not necessarily limited to: 15
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 16
2. Division 1 – General Requirements 17
1.2 PRICE AND PAYMENT PROCEDURES 18
A. Measurement and Payment 19
1. Work associated with this Item is considered subsidiary to the various Items bid. 20
No separate payment will be allowed for this Item. 21
1.3 REFERENCES [NOT USED] 22
1.4 ADMINISTRATIVE REQUIREMENTS 23
A. Temporary Utilities 24
1. Obtaining Temporary Service 25
a. Make arrangements with utility service companies for temporary services. 26
b. Abide by rules and regulations of utility service companies or authorities 27
having jurisdiction. 28
c. Be responsible for utility service costs until Work is approved for Final 29
Acceptance. 30
1) Included are fuel, power, light, heat and other utility services necessary for 31
execution, completion, testing and initial operation of Work. 32
2. Water 33
a. Contractor to provide water required for and in connection with Work to be 34
performed and for specified tests of piping, equipment, devices or other use as 35
required for the completion of the Work. 36
b. Provide and maintain adequate supply of potable water for domestic 37
consumption by Contractor personnel and City’s Project Representatives. 38
c. Coordination 39
1) Contact City 1 week before water for construction is desired 40
41
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised JULY 1, 2011
d. Contractor Payment for Construction Water 1
1) Obtain construction water meter from City for payment as billed by City’s 2
established rates. 3
3. Electricity and Lighting 4
a. Provide and pay for electric powered service as required for Work, including 5
testing of Work. 6
Provide power for lighting, operation of equipment, or other use. 7
b. Electric power service includes temporary power service or generator to 8
maintain operations during scheduled shutdown. 9
4. Telephone 10
a. Provide emergency telephone service at Site for use by Contractor personnel 11
and others performing work or furnishing services at Site. 12
5. Temporary Heat and Ventilation 13
a. Provide temporary heat as necessary for protection or completion of Work. 14
b. Provide temporary heat and ventilation to assure safe working conditions. 15
B. Sanitary Facilities 16
1. Provide and maintain sanitary facilities for persons on Site. 17
a. Comply with regulations of State and local departments of health. 18
2. Enforce use of sanitary facilities by construction personnel at job site. 19
a. Enclose and anchor sanitary facilities. 20
b. No discharge will be allowed from these facilities. 21
c. Collect and store sewage and waste so as not to cause nuisance or health 22
problem. 23
d. Haul sewage and waste off-site at no less than weekly intervals and properly 24
dispose in accordance with applicable regulation. 25
3. Locate facilities near Work Site and keep clean and maintained throughout Project. 26
4. Remove facilities at completion of Project 27
C. Storage Sheds and Buildings 28
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 29
above ground level for materials and equipment susceptible to weather damage. 30
2. Storage of materials not susceptible to weather damage may be on blocks off 31
ground. 32
3. Store materials in a neat and orderly manner. 33
a. Place materials and equipment to permit easy access for identification, 34
inspection and inventory. 35
4. Equip building with lockable doors and lighting, and provide electrical service for 36
equipment space heaters and heating or ventilation as necessary to provide storage 37
environments acceptable to specified manufacturers. 38
5. Fill and grade site for temporary structures to provide drainage away from 39
temporary and existing buildings. 40
6. Remove building from site prior to Final Acceptance. 41
D. Temporary Fencing 42
1. Provide and maintain for the duration or construction when required in contract 43
documents 44
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised JULY 1, 2011
E. Dust Control 1
1. Contractor is responsible for maintaining dust control through the duration of the 2
project. 3
a. Contractor remains on-call at all times 4
b. Must respond in a timely manner 5
F. Temporary Protection of Construction 6
1. Contractor or subcontractors are responsible for protecting Work from damage due 7
to weather. 8
1.5 SUBMITTALS [NOT USED] 9
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10
1.7 CLOSEOUT SUBMITTALS [NOT USED] 11
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12
1.9 QUALITY ASSURANCE [NOT USED] 13
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14
1.11 FIELD [SITE] CONDITIONS [NOT USED] 15
1.12 WARRANTY [NOT USED] 16
PART 2 - PRODUCTS [NOT USED] 17
PART 3 - EXECUTION [NOT USED] 18
3.1 INSTALLERS [NOT USED] 19
3.2 EXAMINATION [NOT USED] 20
3.3 PREPARATION [NOT USED] 21
3.4 INSTALLATION 22
A. Temporary Facilities 23
1. Maintain all temporary facilities for duration of construction activities as needed. 24
3.5 [REPAIR] / [RESTORATION] 25
3.6 RE-INSTALLATION 26
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 27
3.8 SYSTEM STARTUP [NOT USED] 28
3.9 ADJUSTING [NOT USED] 29
3.10 CLEANING [NOT USED] 30
3.11 CLOSEOUT ACTIVITIES 31
A. Temporary Facilities 32
33
34
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
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DAP PROJECT RECORD DOCUMENTS
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised JULY 1, 2011
1
1. Remove all temporary facilities and restore area after completion of the Work, 2
to a condition equal to or better than prior to start of Work. 3
3.12 PROTECTION [NOT USED] 4
3.13 MAINTENANCE [NOT USED] 5
3.14 ATTACHMENTS [NOT USED] 6
END OF SECTION 7
8
Revision Log
DATE NAME SUMMARY OF CHANGE
9
RISINGER ROAD SOUTH INDUSTRIAL PARK
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DAP PROJECT RECORD DOCUMENTS
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised July 1, 2011
SECTION 01 55 26 1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Administrative procedures for: 6
a. Street Use Permit 7
b. Modification of approved traffic control 8
c. Removal of Street Signs 9
B. Deviations from this City of Fort Worth Standard Specification 10
1. None. 11
C. Related Specification Sections include, but are not necessarily limited to: 12
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 13
2. Division 1 – General Requirements 14
3. Section 34 71 13 – Traffic Control 15
1.2 PRICE AND PAYMENT PROCEDURES 16
A. Measurement and Payment 17
1. Work associated with this Item is considered subsidiary to the various Items bid. 18
No separate payment will be allowed for this Item. 19
1.3 REFERENCES 20
A. Reference Standards 21
1. Reference standards cited in this specification refer to the current reference standard 22
published at the time of the latest revision date logged at the end of this 23
specification, unless a date is specifically cited. 24
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 25
1.4 ADMINISTRATIVE REQUIREMENTS 26
A. Traffic Control 27
1. General 28
a. When traffic control plans are included in the Drawings, provide Traffic 29
Control in accordance with Drawings and Section 34 71 13. 30
b. When traffic control plans are not included in the Drawings, prepare traffic 31
control plans in accordance with Section 34 71 13 and submit to City for 32
review. 33
1) Allow minimum 10 working days for review of proposed Traffic Control. 34
B. Street Use Permit 35
1. Prior to installation of Traffic Control, a City Street Use Permit is required. 36
a. To obtain Street Use Permit, submit Traffic Control Plans to City 37
Transportation and Public Works Department. 38
39
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DAP PROJECT RECORD DOCUMENTS
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised July 1, 2011
1
2
1) Allow a minimum of 5 working days for permit review. 3
2) Contractor’s responsibility to coordinate review of Traffic Control plans for 4
Street Use Permit, such that construction is not delayed. 5
C. Modification to Approved Traffic Control 6
1. Prior to installation traffic control: 7
a. Submit revised traffic control plans to City Department Transportation and 8
Public Works Department. 9
1) Revise Traffic Control plans in accordance with Section 34 71 13. 10
2) Allow minimum 5 working days for review of revised Traffic Control. 11
3) It is the Contractor’s responsibility to coordinate review of Traffic Control 12
plans for Street Use Permit, such that construction is not delayed. 13
D. Removal of Street Sign 14
1. If it is determined that a street sign must be removed for construction, then contact 15
City Transportation and Public Works Department, Signs and Markings Division to 16
remove the sign. 17
E. Temporary Signage 18
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 19
requirements of the latest edition of the Texas Manual on Uniform Traffic Control 20
Devices (MUTCD). 21
2. Install temporary sign before the removal of permanent sign. 22
3. When construction is complete, to the extent that the permanent sign can be 23
reinstalled, contact the City Transportation and Public Works Department, Signs 24
and Markings Division, to reinstall the permanent sign. 25
F. Traffic Control Standards 26
1. Traffic Control Standards can be found on the City’s Buzzsaw website. 27
1.5 SUBMITTALS [NOT USED] 28
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 29
1.7 CLOSEOUT SUBMITTALS [NOT USED] 30
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31
1.9 QUALITY ASSURANCE [NOT USED] 32
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 33
1.11 FIELD [SITE] CONDITIONS [NOT USED] 34
1.12 WARRANTY [NOT USED] 35
PART 2 - PRODUCTS [NOT USED] 36
PART 3 - EXECUTION [NOT USED] 37
END OF SECTION 38
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 78 39 - 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised July 1, 2011
1
Revision Log
DATE NAME SUMMARY OF CHANGE
2
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
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DAP PROJECT RECORD DOCUMENTS
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised July 1, 2011
SECTION 01 57 13 1
STORM WATER POLLUTION PREVENTION 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Procedures for Storm Water Pollution Prevention Plans 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the 10
Contract 11
2. Division 1 – General Requirements 12
3. Section 31 25 00 – Erosion and Sediment Control 13
1.2 PRICE AND PAYMENT PROCEDURES 14
A. Measurement and Payment 15
1. Construction Activities resulting in less than 1 acre of disturbance 16
A. Work associated with this Item is considered subsidiary to the various Items 17
bid. No separate payment will be allowed for this Item. 18
2. Construction Activities resulting in greater than 1 acre of disturbance 19
Measurement and Payment shall be in accordance with Section 31 25 00. 20
1.3 REFERENCES 21
A. Abbreviations and Acronyms 22
1. Notice of Intent: NOI 23
2. Notice of Termination: NOT 24
3. Storm Water Pollution Prevention Plan: SWPPP 25
4. Texas Commission on Environmental Quality: TCEQ 26
5. Notice of Change: NOC 27
B. Reference Standards 28
1. Reference standards cited in this Specification refer to the current reference 29
standard published at the time of the latest revision date logged at the end of this 30
Specification, unless a date is specifically cited. 31
2. Integrated Storm Management (iSWM) Technical Manual for Construction 32
Controls 33
1.4 ADMINISTRATIVE REQUIREMENTS 34
A. General 35
1. Contractor is responsible for resolution and payment of any fines issued associated 36
with compliance to Stormwater Pollution Prevention Plan. 37
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CPN 102560
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DAP PROJECT RECORD DOCUMENTS
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised July 1, 2011
1
B. Construction Activities resulting in: 2
1. Less than 1 acre of disturbance 3
a. Provide erosion and sediment control in accordance with Section 31 25 00 and 4
Drawings. 5
2. 1 to less than 5 acres of disturbance 6
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 7
Permit is required 8
b. Complete SWPPP in accordance with TCEQ requirements 9
1) TCEQ Small Construction Site Notice Required under general permit 10
TXR150000 11
a) Sign and post at job site 12
b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13
Transportation and Public Works, Environmental Division, (817) 392-14
6088. 15
2) Provide erosion and sediment control in accordance with: 16
a) Section 31 25 00 17
b) The Drawings 18
c) TXR150000 General Permit 19
d) SWPPP 20
e) TCEQ requirements 21
3. 5 acres or more of Disturbance 22
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 23
Permit is required 24
b. Complete SWPPP in accordance with TCEQ requirements 25
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26
a) Sign and post at job site 27
b) Send copy to City Department of Transportation and Public Works, 28
Environmental Division, (817) 392-6088. 29
2) `TCEQ Notice of Change required if making changes or updates to NOI 30
3) Provide erosion and sediment control in accordance with: 31
a) Section 31 25 00 32
b) The Drawings 33
c) TXR150000 General Permit 34
d) SWPPP 35
e) TCEQ requirements 36
4) Once the project has been completed and all the closeout requirements of 37
TCEQ have been met a TCEQ Notice of Termination can be submitted. 38
a) Send copy to City Department of Transportation and Public Works, 39
Environmental Division, (817) 392-6088. 40
1.5 SUBMITTALS 41
A. SWPPP 42
1. Submit in accordance with Section 01 33 00, except as stated herein. 43
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44
as follows: 45
1) 1 copy to the City Project Manager 46
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DAP PROJECT RECORD DOCUMENTS
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised July 1, 2011
a) City Project Manager will forward to the City Department of 1
Transportation and Public Works, Environmental Division for review 2
3
B. Modified SWPPP 4
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 5
in accordance with Section 01 33 00. 6
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 7
1.7 CLOSEOUT SUBMITTALS [NOT USED] 8
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 9
1.9 QUALITY ASSURANCE [NOT USED] 10
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 11
1.11 FIELD [SITE] CONDITIONS [NOT USED] 12
1.12 WARRANTY [NOT USED] 13
PART 2 - -PRODUCTS [NOT USED] 14
PART 3 - EXECUTION [NOT USED] 15
END OF SECTION 16
17
Revision Log
DATE NAME SUMMARY OF CHANGE
18
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 58 13 - 1
DAP TEMPORARY PROJECT SIGNAGE
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560]
SECTION 01 58 13
TEMPORARY PROJECT SIGNAGE
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Temporary Project Signage Requirements
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
A. Design Criteria
1. Provide free standing Project Designation Sign in accordance with City’s Standard
Details for project signs.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560]
01 58 13 - 2
DAP TEMPORARY PROJECT SIGNAGE
Page 2 of 3
B. Materials
1. Sign
a. Constructed of ¾-inch fir plywood, grade A-C (exterior) or better
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. General
1. Provide vertical installation at extents of project.
2. Relocate sign as needed, upon request of the City.
B. Mounting options
a. Skids
b. Posts
c. Barricade
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE
A. General
1. Maintenance will include painting and repairs as needed or directed by the City.
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560]
01 58 13 - 3
DAP TEMPORARY PROJECT SIGNAGE
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M. Domenech Revised for DAP application
01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN102560
SECTION 01 60 00
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
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:
https://apps.fortworthtexas.gov/ProjectResources/ 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]
01 60 00
DAP PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN102560
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. Magaña Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City’s website.
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised April 7, 2014
SECTION 01 66 00 1
PRODUCT STORAGE AND HANDLING REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Scheduling of product delivery 6
2. Packaging of products for delivery 7
3. Protection of products against damage from: 8
a. Handling 9
b. Exposure to elements or harsh environments 10
B. Deviations from this City of Fort Worth Standard Specification 11
1. None. 12
C. Related Specification Sections include, but are not necessarily limited to: 13
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 14
2. Division 1 – General Requirements 15
1.2 PRICE AND PAYMENT PROCEDURES 16
A. Measurement and Payment 17
1. Work associated with this Item is considered subsidiary to the various Items bid. 18
No separate payment will be allowed for this Item. 19
1.3 REFERENCES [NOT USED] 20
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 21
1.5 SUBMITTALS [NOT USED] 22
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 23
1.7 CLOSEOUT SUBMITTALS [NOT USED] 24
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25
1.9 QUALITY ASSURANCE [NOT USED] 26
1.10 DELIVERY AND HANDLING 27
A. Delivery Requirements 28
1. Schedule delivery of products or equipment as required to allow timely installation 29
and to avoid prolonged storage. 30
2. Provide appropriate personnel and equipment to receive deliveries. 31
3. Delivery trucks will not be permitted to wait extended periods of time on the Site 32
for personnel or equipment to receive the delivery. 33
34
35
36
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DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised April 7, 2014
4. Deliver products or equipment in manufacturer's original unbroken cartons or other 1
containers designed and constructed to protect the contents from physical or 2
environmental damage. 3
5. Clearly and fully mark and identify as to manufacturer, item and installation 4
location. 5
6. Provide manufacturer's instructions for storage and handling. 6
B. Handling Requirements 7
1. Handle products or equipment in accordance with these Contract Documents and 8
manufacturer’s recommendations and instructions. 9
C. Storage Requirements 10
1. Store materials in accordance with manufacturer’s recommendations and 11
requirements of these Specifications. 12
2. Make necessary provisions for safe storage of materials and equipment. 13
a. Place loose soil materials and materials to be incorporated into Work to prevent 14
damage to any part of Work or existing facilities and to maintain free access at 15
all times to all parts of Work and to utility service company installations in 16
vicinity of Work. 17
3. Keep materials and equipment neatly and compactly stored in locations that will 18
cause minimum inconvenience to other contractors, public travel, adjoining owners, 19
tenants and occupants. 20
a. Arrange storage to provide easy access for inspection. 21
4. Restrict storage to areas available on construction site for storage of material and 22
equipment as shown on Drawings, or approved by City’s Project Representative. 23
5. Provide off-site storage and protection when on-site storage is not adequate. 24
a. Provide addresses of and access to off-site storage locations for inspection by 25
City’s Project Representative. 26
6. Do not use lawns, grass plots or other private property for storage purposes without 27
written permission of owner or other person in possession or control of premises. 28
7. Store in manufacturers’ unopened containers. 29
8. Neatly, safely and compactly stack materials delivered and stored along line of 30
Work to avoid inconvenience and damage to property owners and general public 31
and maintain at least 3 feet from fire hydrant. 32
9. Keep public and private driveways and street crossings open. 33
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 34
satisfaction of City’s Project Representative. 35
a. Total length which materials may be distributed along route of construction at 36
one time is 1,000 linear feet, unless otherwise approved in writing by City’s 37
Project Representative. 38
RISINGER ROAD SOUTH INDUSTRIAL PARK
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DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED] 1
1.12 WARRANTY [NOT USED] 2
PART 2 - PRODUCTS [NOT USED] 3
PART 3 - EXECUTION 4
3.1 INSTALLERS [NOT USED] 5
3.2 EXAMINATION [NOT USED] 6
3.3 PREPARATION [NOT USED] 7
3.4 ERECTION [NOT USED] 8
3.5 REPAIR / RESTORATION [NOT USED] 9
3.6 RE-INSTALLATION [NOT USED] 10
3.7 FIELD [OR] SITE QUALITY CONTROL 11
A. Tests and Inspections 12
1. Inspect all products or equipment delivered to the site prior to unloading. 13
B. Non-Conforming Work 14
1. Reject all products or equipment that are damaged, used or in any other way 15
unsatisfactory for use on the project. 16
3.8 SYSTEM STARTUP [NOT USED] 17
3.9 ADJUSTING [NOT USED] 18
3.10 CLEANING [NOT USED] 19
3.11 CLOSEOUT ACTIVITIES [NOT USED] 20
3.12 PROTECTION 21
A. Protect all products or equipment in accordance with manufacturer's written directions. 22
B. Store products or equipment in location to avoid physical damage to items while in 23
storage. 24
C. Protect equipment from exposure to elements and keep thoroughly dry if required by 25
the manufacturer. 26
3.13 MAINTENANCE [NOT USED] 27
3.14 ATTACHMENTS [NOT USED] 28
END OF SECTION 29
30
31
32
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01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised April 7, 2014
1
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
2
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 70 00 - 1
DAP MOBILIZATION AND REMOBILIZATION
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
SECTION 01 70 00
MOBILIZATION AND REMOBILIZATION
PART 1 - GENERAL
1.1 SUMMARY
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 70 00 - 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
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
01 71 23 - 1
DAP CONSTRUCTION STAKING AND SURVEY
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
SECTION 01 71 23
CONSTRUCTION STAKING AND SURVEY
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Requirements for construction staking and construction survey
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Staking
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will
be allowed.
2. Construction Survey
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will
be allowed.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Submittals, if required, shall be in accordance with Section 01 33 00.
B. All submittals shall be approved by the City prior to delivery.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A. Certificates
1. Provide certificate certifying that elevations and locations of improvements are in
conformance or non-conformance with requirements of the Contract Documents.
a. Certificate must be sealed by a registered professional land surveyor in the
State of Texas.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 71 23 - 2
DAP CONSTRUCTION STAKING AND SURVEY
Page 2 of 4
B. Field Quality Control Submittals
1. Documentation verifying accuracy of field engineering work.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Construction Staking
1. Construction staking will be performed by the City.
2. Coordination
a. Contact City’s Project Representative at least 2 weeks in advance for
scheduling of Construction Staking.
b. It is the Contractor’s responsibility to coordinate staking such that construction
activities are not delayed or negatively impacted.
3. General
a. Contractor is responsible for preserving and maintaining stakes furnished by
City.
b. If in the opinion of the City, a sufficient number of stakes or markings have
been lost, destroyed or disturbed, by Contractor’s neglect, such that the
contracted Work cannot take place, then the Contractor will be required to pay
the City for new staking with a 25 percent markup. The cost for staking will be
deducted from the payment due to the Contractor for the Project.
B. Construction Survey
1. Construction Survey will be performed by the City.
2. Coordination
a. Contractor to verify that control data established in the design survey remains
intact.
b. Coordinate with the City prior to field investigation to determine which
horizontal and vertical control data will be required for construction survey.
c. It is the Contractor’s responsibility to coordinate Construction Survey such that
construction activities are not delayed or negatively impacted.
d. Notify City if any control data needs to be restored or replaced due to damage
caused during construction operations.
1) City shall perform replacements and/or restorations.
3. General
a. Construction survey will be performed in order to maintain complete and
accurate logs of control and survey work as it progresses for Project Records.
b. The Contractor will need to ensure coordination is maintained with the City to
perform construction survey to obtain construction features, including but not
limited to the following:
1) All Utility Lines
a) Rim and flowline elevations and coordinates for each manhole or
junction structure
2) Water Lines
a) Top of pipe elevations and coordinates for waterlines at the following
locations:
(1) Every 250 linear feet
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 71 23 - 3
DAP CONSTRUCTION STAKING AND SURVEY
Page 3 of 4
(2) Horizontal and vertical points of inflection, curvature, etc. (All
Fittings)
(3) Cathodic protection test stations
(4) Sampling stations
(5) Meter boxes/vaults (All sizes)
(6) Fire lines
(7) Fire hydrants
(8) Gate valves
(9) Plugs, stubouts, dead-end lines
(10) Air Release valves (Manhole rim and vent pipe)
(11) Blow off valves (Manhole rim and valve lid)
(12) Pressure plane valves
(13) Cleaning wyes
(14) Casing pipe (each end)
b) Storm Sewer
(1) Top of pipe elevations and coordinates at the following locations:
(a) Every 250 linear feet
(b) Horizontal and vertical points of inflection, curvature, etc.
c) Sanitary Sewer
(1) Top of pipe elevations and coordinates for sanitary sewer lines at
the following locations:
(a) Every 250 linear feet
(b) Horizontal and vertical points of inflection, curvature, etc.
(c) Cleanouts
c. Construction survey will be performed in order to maintain complete and
accurate logs of control and survey work associated with meeting or exceeding
the line and grade required by these Specifications.
d. The Contractor will need to ensure coordination is maintained with the City to
perform construction survey and to verify control data, including but not
limited to the following:
1) Established benchmarks and control points provided for the Contractor’s
use are accurate
2) Benchmarks were used to furnish and maintain all reference lines and
grades for tunneling
3) Lines and grades were used to establish the location of the pipe
4) Submit to the City copies of field notes used to establish all lines and
grades and allow the City to check guidance system setup prior to
beginning each tunneling drive.
5) Provide access for the City to verify the guidance system and the line and
grade of the carrier pipe on a daily basis.
6) The Contractor remains fully responsible for the accuracy of the work and
the correction of it, as required.
7) Monitor line and grade continuously during construction.
8) Record deviation with respect to design line and grade once at each pipe
joint and submit daily records to City.
9) If the installation does not meet the specified tolerances, immediately notify
the City and correct the installation in accordance with the Contract
Documents.
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 71 23 - 4
DAP CONSTRUCTION STAKING AND SURVEY
Page 4 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 APPLICATION
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A. It is the Contractor’s responsibility to maintain all stakes and control data placed by the
City in accordance with this Specification.
B. Do not change or relocate stakes or control data without approval from the City.
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
01 74 23 - 1
DAP CLEANING
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised April 7, 2014
SECTION 01 74 23 1
CLEANING 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Intermediate and final cleaning for Work not including special cleaning of closed 6
systems specified elsewhere 7
B. Deviations from this City of Fort Worth Standard Specification 8
1. None. 9
C. Related Specification Sections include, but are not necessarily limited to: 10
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 11
2. Division 1 – General Requirements 12
3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding 13
1.2 PRICE AND PAYMENT PROCEDURES 14
A. Measurement and Payment 15
1. Work associated with this Item is considered subsidiary to the various Items bid. 16
No separate payment will be allowed for this Item. 17
1.3 REFERENCES [NOT USED] 18
1.4 ADMINISTRATIVE REQUIREMENTS 19
A. Scheduling 20
1. Schedule cleaning operations so that dust and other contaminants disturbed by 21
cleaning process will not fall on newly painted surfaces. 22
2. Schedule final cleaning upon completion of Work and immediately prior to final 23
inspection. 24
1.5 SUBMITTALS [NOT USED] 25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26
1.7 CLOSEOUT SUBMITTALS [NOT USED] 27
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28
1.9 QUALITY ASSURANCE [NOT USED] 29
1.10 STORAGE, AND HANDLING 30
A. Storage and Handling Requirements 31
1. Store cleaning products and cleaning wastes in containers specifically designed for 32
those materials. 33
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 74 23 - 2
DAP CLEANING
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED] 1
1.12 WARRANTY [NOT USED] 2
PART 2 - PRODUCTS 3
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4
2.2 MATERIALS 5
A. Cleaning Agents 6
1. Compatible with surface being cleaned 7
2. New and uncontaminated 8
3. For manufactured surfaces 9
a. Material recommended by manufacturer 10
2.3 ACCESSORIES [NOT USED] 11
2.4 SOURCE QUALITY CONTROL [NOT USED] 12
PART 3 - EXECUTION 13
3.1 INSTALLERS [NOT USED] 14
3.2 EXAMINATION [NOT USED] 15
3.3 PREPARATION [NOT USED] 16
3.4 APPLICATION [NOT USED] 17
3.5 REPAIR / RESTORATION [NOT USED] 18
3.6 RE-INSTALLATION [NOT USED] 19
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20
3.8 SYSTEM STARTUP [NOT USED] 21
3.9 ADJUSTING [NOT USED] 22
3.10 CLEANING 23
A. General 24
1. Prevent accumulation of wastes that create hazardous conditions. 25
2. Conduct cleaning and disposal operations to comply with laws and safety orders of 26
governing authorities. 27
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 28
storm or sanitary drains or sewers. 29
4. Dispose of degradable debris at an approved solid waste disposal site. 30
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 31
alternate manner approved by City and regulatory agencies. 32
33
34
35
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 74 23 - 3
DAP CLEANING
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised April 7, 2014
1
6. Handle materials in a controlled manner with as few handlings as possible. 2
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3
this project. 4
8. Remove all signs of temporary construction and activities incidental to construction 5
of required permanent Work. 6
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7
have the cleaning completed at the expense of the Contractor. 8
10. Do not burn on-site. 9
B. Intermediate Cleaning during Construction 10
1. Keep Work areas clean so as not to hinder health, safety or convenience of 11
personnel in existing facility operations. 12
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13
3. Confine construction debris daily in strategically located container(s): 14
a. Cover to prevent blowing by wind 15
b. Store debris away from construction or operational activities 16
c. Haul from site at a minimum of once per week 17
4. Vacuum clean interior areas when ready to receive finish painting. 18
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 19
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20
may become airborne or transported by flowing water during the storm. 21
C. Exterior (Site or Right of Way) Final Cleaning 22
1. Remove trash and debris containers from site. 23
a. Re-seed areas disturbed by location of trash and debris containers in accordance 24
with Section 32 92 13. 25
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 26
that may hinder or disrupt the flow of traffic along the roadway. 27
3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 28
junction boxes and inlets. 29
4. If no longer required for maintenance of erosion facilities, and upon approval by 30
City, remove erosion control from site. 31
Clean signs, lights, signals, etc. 32
3.11 CLOSEOUT ACTIVITIES [NOT USED] 33
3.12 PROTECTION [NOT USED] 34
3.13 MAINTENANCE [NOT USED] 35
3.14 ATTACHMENTS [NOT USED] 36
37
38
39
40
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 74 23 - 4
DAP CLEANING
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised April 7, 2014
1
END OF SECTION 2
3
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
4
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised April 7, 2014
SECTION 01 77 19 1
CLOSEOUT REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedure for closing out a contract 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
1. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various Items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Guarantees, Bonds and Affidavits 18
1. No application for final payment will be accepted until all guarantees, bonds, 19
certificates, licenses and affidavits required for Work or equipment as specified are 20
satisfactorily filed with the City. 21
B. Release of Liens or Claims 22
1. No application for final payment will be accepted until satisfactory evidence of 23
release of liens has been submitted to the City. 24
1.5 SUBMITTALS 25
A. Submit all required documentation to City’s Project Representative. 26
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised April 7, 2014
1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1
1.7 CLOSEOUT SUBMITTALS [NOT USED] 2
PAT 2 - PRODUCTS [NOT USED] 3
PART 3 - EXECUTION 4
3.1 INSTALLERS [NOT USED] 5
3.2 EXAMINATION [NOT USED] 6
3.3 PREPARATION [NOT USED] 7
3.4 CLOSEOUT PROCEDURE 8
A. Prior to requesting Final Inspection, submit: 9
1. Project Record Documents in accordance with Section 01 78 39 10
2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 11
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 12
01 74 23. 13
C. Final Inspection 14
1. After final cleaning, provide notice to the City Project Representative that the Work 15
is completed. 16
a. The City will make an initial Final Inspection with the Contractor present. 17
b. Upon completion of this inspection, the City will notify the Contractor, in 18
writing within 10 business days, of any particulars in which this inspection 19
reveals that the Work is defective or incomplete. 20
2. Upon receiving written notice from the City, immediately undertake the Work 21
required to remedy deficiencies and complete the Work to the satisfaction of the 22
City. 23
3. Upon completion of Work associated with the items listed in the City's written 24
notice, inform the City, that the required Work has been completed. Upon receipt 25
of this notice, the City, in the presence of the Contractor, will make a subsequent 26
Final Inspection of the project. 27
4. Provide all special accessories required to place each item of equipment in full 28
operation. These special accessory items include, but are not limited to: 29
a. Specified spare parts 30
b. Adequate oil and grease as required for the first lubrication of the equipment 31
c. Initial fill up of all chemical tanks and fuel tanks 32
d. Light bulbs 33
e. Fuses 34
f. Vault keys 35
g. Handwheels 36
h. Other expendable items as required for initial start-up and operation of all 37
equipment 38
D. Notice of Project Completion 39
40
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 77 19 - 3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised April 7, 2014
1. Once the City Project Representative finds the Work subsequent to Final Inspection 1
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 2
E. Supporting Documentation 3
1. Coordinate with the City Project Representative to complete the following 4
additional forms: 5
a. Final Payment Request 6
b. Statement of Contract Time 7
c. Affidavit of Payment and Release of Liens 8
d. Consent of Surety to Final Payment 9
e. Pipe Report (if required) 10
f. Contractor’s Evaluation of City 11
g. Performance Evaluation of Contractor 12
F. Letter of Final Acceptance 13
1. Upon review and acceptance of Notice of Project Completion and Supporting 14
Documentation, in accordance with General Conditions, City will issue Letter of 15
Final Acceptance and release the Final Payment Request for payment. 16
3.5 REPAIR / RESTORATION [NOT USED] 17
3.6 RE-INSTALLATION [NOT USED] 18
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 19
3.8 SYSTEM STARTUP [NOT USED] 20
3.9 ADJUSTING [NOT USED] 21
3.10 CLEANING [NOT USED] 22
3.11 CLOSEOUT ACTIVITIES [NOT USED] 23
3.12 PROTECTION [NOT USED] 24
3.13 MAINTENANCE [NOT USED] 25
3.14 ATTACHMENTS [NOT USED] 26
END OF SECTION 27
28
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
29
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 78 23 - 1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised April 7, 2014
SECTION 01 78 23 1
OPERATION AND MAINTENANCE DATA 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Product data and related information appropriate for City's maintenance and 6
operation of products furnished under Contract 7
2. Such products may include, but are not limited to: 8
a. Traffic Controllers 9
b. Irrigation Controllers (to be operated by the City) 10
c. Butterfly Valves 11
B. Deviations from this City of Fort Worth Standard Specification 12
1. None. 13
C. Related Specification Sections include, but are not necessarily limited to: 14
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15
2. Division 1 – General Requirements 16
1.2 PRICE AND PAYMENT PROCEDURES 17
A. Measurement and Payment 18
1. Work associated with this Item is considered subsidiary to the various Items bid. 19
No separate payment will be allowed for this Item. 20
1.3 REFERENCES [NOT USED] 21
1.4 ADMINISTRATIVE REQUIREMENTS 22
A. Schedule 23
1. Submit manuals in final form to the City within 30 calendar days of product 24
shipment to the project site. 25
1.5 SUBMITTALS 26
A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 27
approved by the City prior to delivery. 28
1.6 INFORMATIONAL SUBMITTALS 29
A. Submittal Form 30
1. Prepare data in form of an instructional manual for use by City personnel. 31
2. Format 32
a. Size: 8 ½ inches x 11 inches 33
b. Paper 34
1) 40 pound minimum, white, for typed pages 35
2) Holes reinforced with plastic, cloth or metal 36
c. Text: Manufacturer’s printed data, or neatly typewritten 37
38
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised April 7, 2014
1
d. Drawings 2
1) Provide reinforced punched binder tab, bind in with text 3
2) Reduce larger drawings and fold to size of text pages. 4
e. Provide fly-leaf for each separate product, or each piece of operating 5
equipment. 6
1) Provide typed description of product, and major component parts of 7
equipment. 8
2) Provide indexed tabs. 9
f. Cover 10
1) Identify each volume with typed or printed title "OPERATING AND 11
MAINTENANCE INSTRUCTIONS". 12
2) List: 13
a) Title of Project 14
b) Identity of separate structure as applicable 15
c) Identity of general subject matter covered in the manual 16
3. Binders 17
a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18
b. When multiple binders are used, correlate the data into related consistent 19
groupings. 20
4. If available, provide an electronic form of the O&M Manual. 21
B. Manual Content 22
1. Neatly typewritten table of contents for each volume, arranged in systematic order 23
a. Contractor, name of responsible principal, address and telephone number 24
b. A list of each product required to be included, indexed to content of the volume 25
c. List, with each product: 26
1) The name, address and telephone number of the subcontractor or installer 27
2) A list of each product required to be included, indexed to content of the 28
volume 29
3) Identify area of responsibility of each 30
4) Local source of supply for parts and replacement 31
d. Identify each product by product name and other identifying symbols as set 32
forth in Contract Documents. 33
2. Product Data 34
a. Include only those sheets which are pertinent to the specific product. 35
b. Annotate each sheet to: 36
1) Clearly identify specific product or part installed 37
2) Clearly identify data applicable to installation 38
3) Delete references to inapplicable information 39
3. Drawings 40
a. Supplement product data with drawings as necessary to clearly illustrate: 41
1) Relations of component parts of equipment and systems 42
2) Control and flow diagrams 43
b. Coordinate drawings with information in Project Record Documents to assure 44
correct illustration of completed installation. 45
c. Do not use Project Record Drawings as maintenance drawings. 46
4. Written text, as required to supplement product data for the particular installation: 47
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised April 7, 2014
a. Organize in consistent format under separate headings for different procedures. 1
b. Provide logical sequence of instructions of each procedure. 2
5. Copy of each warranty, bond and service contract issued 3
a. Provide information sheet for City personnel giving: 4
1) Proper procedures in event of failure 5
2) Instances which might affect validity of warranties or bonds 6
C. Manual for Materials and Finishes 7
1. Submit 5 copies of complete manual in final form. 8
2. Content, for architectural products, applied materials and finishes: 9
a. Manufacturer's data, giving full information on products 10
1) Catalog number, size, composition 11
2) Color and texture designations 12
3) Information required for reordering special manufactured products 13
b. Instructions for care and maintenance 14
1) Manufacturer's recommendation for types of cleaning agents and methods 15
2) Cautions against cleaning agents and methods which are detrimental to 16
product 17
3) Recommended schedule for cleaning and maintenance 18
3. Content, for moisture protection and weather exposure products: 19
a. Manufacturer's data, giving full information on products 20
1) Applicable standards 21
2) Chemical composition 22
3) Details of installation 23
b. Instructions for inspection, maintenance and repair 24
D. Manual for Equipment and Systems 25
1. Submit 5 copies of complete manual in final form. 26
2. Content, for each unit of equipment and system, as appropriate: 27
a. Description of unit and component parts 28
1) Function, normal operating characteristics and limiting conditions 29
2) Performance curves, engineering data and tests 30
3) Complete nomenclature and commercial number of replaceable parts 31
b. Operating procedures 32
1) Start-up, break-in, routine and normal operating instructions 33
2) Regulation, control, stopping, shut-down and emergency instructions 34
3) Summer and winter operating instructions 35
4) Special operating instructions 36
c. Maintenance procedures 37
1) Routine operations 38
2) Guide to "trouble shooting" 39
3) Disassembly, repair and reassembly 40
4) Alignment, adjusting and checking 41
d. Servicing and lubrication schedule 42
1) List of lubricants required 43
e. Manufacturer's printed operating and maintenance instructions 44
f. Description of sequence of operation by control manufacturer 45
1) Predicted life of parts subject to wear 46
2) Items recommended to be stocked as spare parts 47
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised April 7, 2014
g. As installed control diagrams by controls manufacturer 1
h. Each contractor's coordination drawings 2
1) As installed color coded piping diagrams 3
i. Charts of valve tag numbers, with location and function of each valve 4
j. List of original manufacturer's spare parts, manufacturer's current prices, and 5
recommended quantities to be maintained in storage 6
k. Other data as required under pertinent Sections of Specifications 7
3. Content, for each electric and electronic system, as appropriate: 8
a. Description of system and component parts 9
1) Function, normal operating characteristics, and limiting conditions 10
2) Performance curves, engineering data and tests 11
3) Complete nomenclature and commercial number of replaceable parts 12
b. Circuit directories of panelboards 13
1) Electrical service 14
2) Controls 15
3) Communications 16
c. As installed color coded wiring diagrams 17
d. Operating procedures 18
1) Routine and normal operating instructions 19
2) Sequences required 20
3) Special operating instructions 21
e. Maintenance procedures 22
1) Routine operations 23
2) Guide to "trouble shooting" 24
3) Disassembly, repair and reassembly 25
4) Adjustment and checking 26
f. Manufacturer's printed operating and maintenance instructions 27
g. List of original manufacturer's spare parts, manufacturer's current prices, and 28
recommended quantities to be maintained in storage 29
h. Other data as required under pertinent Sections of Specifications 30
4. Prepare and include additional data when the need for such data becomes apparent 31
during instruction of City's personnel. 32
1.7 CLOSEOUT SUBMITTALS [NOT USED] 33
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34
1.9 QUALITY ASSURANCE 35
A. Provide operation and maintenance data by personnel with the following criteria: 36
1. Trained and experienced in maintenance and operation of described products 37
2. Skilled as technical writer to the extent required to communicate essential data 38
3. Skilled as draftsman competent to prepare required drawings 39
40
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised April 7, 2014
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1
1.11 FIELD [SITE] CONDITIONS [NOT USED] 2
1.12 WARRANTY [NOT USED] 3
PART 2 - PRODUCTS [NOT USED] 4
PART 3 - EXECUTION [NOT USED] 5
END OF SECTION 6
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.5.A.1 – title of section removed
4/7/2014 M.Domenech Revised for DAP Application
8
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 78 39 - 1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised April 7, 2014
SECTION 01 78 39 1
PROJECT RECORD DOCUMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Work associated with the documenting the project and recording changes to project 6
documents, including: 7
a. Record Drawings 8
b. Water Meter Service Reports 9
c. Sanitary Sewer Service Reports 10
d. Large Water Meter Reports 11
B. Deviations from this City of Fort Worth Standard Specification 12
1. None. 13
C. Related Specification Sections include, but are not necessarily limited to: 14
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15
2. Division 1 – General Requirements 16
1.1 PRICE AND PAYMENT PROCEDURES 17
A. Measurement and Payment 18
1. Work associated with this Item is considered subsidiary to the various Items bid. 19
No separate payment will be allowed for this Item. 20
1.3 REFERENCES [NOT USED] 21
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22
1.5 SUBMITTALS 23
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 24
City’s Project Representative. 25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26
1.7 CLOSEOUT SUBMITTALS [NOT USED] 27
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28
1.9 QUALITY ASSURANCE 29
A. Accuracy of Records 30
1. Thoroughly coordinate changes within the Record Documents, making adequate 31
and proper entries on each page of Specifications and each sheet of Drawings and 32
other Documents where such entry is required to show the change properly. 33
2. Accuracy of records shall be such that future search for items shown in the Contract 34
Documents may rely reasonably on information obtained from the approved Project 35
Record Documents. 36
37
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised April 7, 2014
3. To facilitate accuracy of records, make entries within 24 hours after receipt of 1
information that the change has occurred. 2
4. Provide factual information regarding all aspects of the Work, both concealed and 3
visible, to enable future modification of the Work to proceed without lengthy and 4
expensive site measurement, investigation and examination. 5
1.10 STORAGE AND HANDLING 6
A. Storage and Handling Requirements 7
1. Maintain the job set of Record Documents completely protected from deterioration 8
and from loss and damage until completion of the Work and transfer of all recorded 9
data to the final Project Record Documents. 10
2. In the event of loss of recorded data, use means necessary to again secure the data 11
to the City's approval. 12
a. In such case, provide replacements to the standards originally required by the 13
Contract Documents. 14
1.11 FIELD [SITE] CONDITIONS [NOT USED] 15
1.12 WARRANTY [NOT USED] 16
PART 2 - PRODUCTS 17
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 18
2.2 RECORD DOCUMENTS 19
A. Job set 20
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 21
charge to the Contractor, 1 complete set of all Documents comprising the Contract. 22
B. Final Record Documents 23
1. At a time nearing the completion of the Work and prior to Final Inspection, provide 24
the City 1 complete set of all Final Record Drawings in the Contract. 25
2.3 ACCESSORIES [NOT USED] 26
2.4 SOURCE QUALITY CONTROL [NOT USED] 27
PART 3 - EXECUTION 28
3.1 INSTALLERS [NOT USED] 29
3.2 EXAMINATION [NOT USED] 30
3.3 PREPARATION [NOT USED] 31
3.4 MAINTENANCE DOCUMENTS 32
A. Maintenance of Job Set 33
1. Immediately upon receipt of the job set, identify each of the Documents with the 34
title, "RECORD DOCUMENTS - JOB SET". 35
36
37
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 78 39 - 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised April 7, 2014
1
2. Preservation 2
a. Considering the Contract completion time, the probable number of occasions 3
upon which the job set must be taken out for new entries and for examination, 4
and the conditions under which these activities will be performed, devise a 5
suitable method for protecting the job set. 6
b. Do not use the job set for any purpose except entry of new data and for review 7
by the City, until start of transfer of data to final Project Record Documents. 8
c. Maintain the job set at the site of work. 9
3. Coordination with Construction Survey 10
a. At a minimum clearly mark any deviations from Contract Documents 11
associated with installation of the infrastructure. 12
4. Making entries on Drawings 13
a. Record any deviations from Contract Documents. 14
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 15
change by graphic line and note as required. 16
c. Date all entries. 17
d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 18
e. In the event of overlapping changes, use different colors for the overlapping 19
changes. 20
5. Conversion of schematic layouts 21
a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 22
ducts, and similar items, are shown schematically and are not intended to 23
portray precise physical layout. 24
1) Final physical arrangement is determined by the Contractor, subject to the 25
City's approval. 26
2) However, design of future modifications of the facility may require 27
accurate information as to the final physical layout of items which are 28
shown only schematically on the Drawings. 29
b. Show on the job set of Record Drawings, by dimension accurate to within 1 30
inch, the centerline of each run of items. 31
1) Final physical arrangement is determined by the Contractor, subject to the 32
City's approval. 33
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 34
ceiling plenum", "exposed", and the like). 35
3) Make all identification sufficiently descriptive that it may be related 36
reliably to the Specifications. 37
c. The City may waive the requirements for conversion of schematic layouts 38
where, in the City's judgment, conversion serves no useful purpose. However, 39
do not rely upon waivers being issued except as specifically issued in writing 40
by the City. 41
B. Final Project Record Documents 42
1. Transfer of data to Drawings 43
a. Carefully transfer change data shown on the job set of Record Drawings to the 44
corresponding final documents, coordinating the changes as required. 45
b. Clearly indicate at each affected detail and other Drawing a full description of 46
changes made during construction, and the actual location of items. 47
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
01 78 39 - 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project
Number]
Revised April 7, 2014
c. Call attention to each entry by drawing a "cloud" around the area or areas 1
affected. 2
d. Make changes neatly, consistently and with the proper media to assure 3
longevity and clear reproduction. 4
2. Transfer of data to other Documents 5
a. If the Documents, other than Drawings, have been kept clean during progress of 6
the Work, and if entries thereon have been orderly to the approval of the City, 7
the job set of those Documents, other than Drawings, will be accepted as final 8
Record Documents. 9
b. If any such Document is not so approved by the City, secure a new copy of that 10
Document from the City at the City's usual charge for reproduction and 11
handling, and carefully transfer the change data to the new copy to the approval 12
of the City. 13
3.5 REPAIR / RESTORATION [NOT USED] 14
3.6 RE-INSTALLATION [NOT USED] 15
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 16
3.8 SYSTEM STARTUP [NOT USED] 17
3.9 ADJUSTING [NOT USED] 18
3.10 CLEANING [NOT USED] 19
3.11 CLOSEOUT ACTIVITIES [NOT USED] 20
3.12 PROTECTION [NOT USED] 21
3.13 MAINTENANCE [NOT USED] 22
3.14 ATTACHMENTS [NOT USED] 23
END OF SECTION 24
25
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
26
27
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
466
662
Item 466
Headwalls and Wingwalls
1. DESCRIPTION
Furnish, construct, and install concrete headwalls and wingwalls for drainage structures and underpasses.
2. MATERIALS
2.1. General. Furnish materials in accordance with the following.
Item 420, “Concrete Substructures”
Item 421, “Hydraulic Cement Concrete”
Item 440, “Reinforcement for Concrete”
Use Class C concrete for cast-in-place and precast concrete units unless otherwise shown on the plans.
Furnish cast-in-place or precast headwalls and wingwalls unless otherwise shown on the plans.
2.2. Fabrication.
2.2.1. General. Fabricate cast-in-place concrete units and precast units in accordance with Item 420 “Concrete
Substructures.” Use the following definitions for headwalls and wingwalls:
“Headwalls” refers to all walls, including wings, at the ends of single-barrel and multiple-barrel pipe
culvert structures.
“Wingwalls” refers to all walls at the ends of single-barrel or multiple-barrel box culvert structures.
2.2.2. Lifting Holes. Provide no more than 4 lifting holes in each section for precast units. Lifting holes may be
cast, cut into fresh concrete after form removal, or drilled. Provide lifting holes large enough for adequate
lifting devices based on the size and weight of the section. The maximum hole diameter is 3 in. at the inside
surface of the wall and 4 in. at the outside surface. Cut no more than 1 longitudinal wire or 2 circumferential
wires per layer of reinforcing steel when locating lift holes. Repair spalled areas around lifting holes.
2.2.3. Marking. Clearly mark each precast unit before shipment from the casting or fabrication yard with the
following:
the date of manufacture,
the name or trademark of the manufacturer, and
the type and size designation.
2.2.4. Storage and Shipment. Store precast units on a level surface. Do not place any loads on precast concrete
units until design strength is reached. Do not ship units until design strength requirements have been met.
2.2.5. Causes for Rejection. Precast units may be rejected for not meeting any one of the specification
requirements. Individual units may also be rejected for fractures or cracks passing through the wall or surface
defects indicating honeycombed or open texture surfaces. Remove rejected units from the project, and
replace them with acceptable units meeting the requirements of this Item.
2.2.6. Defects and Repairs. Occasional imperfections in manufacture or accidental damage sustained during
handling may be repaired. The repaired units will be acceptable if they conform to the requirements of this
Item and the repairs are sound, properly finished, and cured in conformance with pertinent specifications.
466
663
3. CONSTRUCTION
3.1. General. Remove portions of existing structures and drill, dowel, and grout in accordance with Item 420,
“Concrete Substructures.”
3.2. Excavation, Shaping, Bedding, and Backfill. Excavate, shape, bed, and backfill in accordance with
Item 400, “Excavation and Backfill for Structures.” Take special precautions in placing and compacting the
backfill to avoid any movement or damage to the units. Bed precast units on foundations of firm and stable
material accurately shaped to conform to the bases of the units.
3.3. Placement of Precast Units. Provide adequate means to lift and place the precast units. Fill lifting holes
with mortar or concrete and cure. Precast concrete or mortar plugs may be used.
3.4. Connections. Make connections to new or existing structures in accordance with the details shown on the
plans. Furnish jointing material in accordance with Item 464, “Reinforced Concrete Pipe,” or as shown on the
plans.
Remove a length of the existing pipe from the headwall to the joint when removing existing headwalls as
shown on the plans or as approved. Re-lay the removed pipe if approved, or furnish and lay a length of new
pipe.
4. MEASUREMENT
This is a plans quantity measurement item. The quantity to be paid is the quantity shown in the proposal
unless modified by Article 9.2., “Plans Quantity Measurement.” Additional measurements or calculations will
be made if adjustments of quantities are required.
4.1. Headwalls. Headwalls will be measured by each end of a structure.
4.2. Wingwalls. Wingwalls will be measured by one of the following methods:
4.2.1. Square Foot. Wingwalls will be measured by the square foot of the front surface area of the wall of each
type. The area will be measured from the top of the footing or apron to the top of the wall unless otherwise
shown on the plans. If there is no footing or apron, then measurement is from the bottom of the wall.
4.2.2. Each. Wingwalls will be measured by each end of a structure.
5. PAYMENT
The work performed and materials furnished in accordance with this Item and measured as provided under
“Measurement” will be paid for at the price bid for “Headwalls” of the type and pipe size (diameter or design)
specified, “Wingwalls” of the type specified when measurement is by the square foot, or “Wingwalls” of the
type and wall height specified when measurement is by each. For payment purposes, the wingwall height will
be rounded to the nearest foot. All wingwalls and headwalls of the same type will be paid for eq ually when
skew does not affect the type. This price is full compensation for constructing, furnishing, transporting, and
installing the headwalls or wingwalls; connecting to existing structure; breaking back, removing and disposing
of portions of the existing structure, and replacing portions of the existing structure as required to make
connections; excavation and backfill; and concrete, reinforcing steel, corrugated metal pipe or reinforced
concrete pipe, equipment, labor, tools, and incidentals.
Apron concrete or riprap between or around the wingwalls of single- or multiple-barrel box culvert structures
will be measured and paid for in accordance with Item 432, “Riprap.”
The removal and re-laying of existing pipe or the furnishing of new pipe to replace existing pipe will not be
paid for directly but will be considered subsidiary to this Item.
CITY OF FORT WORTH NORHTWEST COMMERCE PARK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 101904
Revised July 1, 2011
APPENDIX
[Text in Blue is for information or guidance. Remove all blue text in the Project final documentation]
GC-4.01 Availability of Lands <Provide current statement of record(s) legal title and legal descriptions
for lands upon which the Work is to be performed>
GC-4.02 Subsurface and Physical Conditions <Provide reports and/or drawings relative to subsurface
conditions at the Project Site (excluding Underground Facilities)>
GC-4.04 Underground Facilities<Provide drawings and/or documents that provide information for
Underground Facilities at or contiguous to the Project Site>
GC-4.06 Hazardous Environmental Condition at Site <Provide any report and/or drawing relative to
hazardous environmental conditions at or contiguous to the Site>
GC-6.06.D Minority and Women Owned Business Enterprise Compliance <Provide MWBE forms,
including Subcontractor/Supplier Utilization Form, Prime Contractor Waiver Form, Good Faith Effort
Form, and Joint Venture Eligibility Form>
GC-6.07 Wage Rates <Provide the applicable wage rate table(s) for this Project>
GC-6.09 Permits and Utilities <Provide all City obtained Permits available at the time of Advertisement>
GC-6.24 Nondiscrimination <Provide form PR-1273, “Federal Requirements for Federal-Aid
Construction Contracts” and any other related documents for Projects with Federal Assistance,
otherwise write “None”>
GR-01 60 00 Product Requirements <Provide City’s current Standard Product List>
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
GC-6.07 Wage Rates <Provide
GC-6.09 Permits and Utilities <
GC-6.24 Nondiscrimination <P
Construction Contracts” and a GR-01 60 00 Product Requirements <
TPW Approved Products List
CITY OF FORT WORTH NORHTWEST COMMERCE PARK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 101904
Revised July 1, 2011
GC-4.01 Availability of Lands
THIS PAGE LEFT INTENTIONALLY BLANK
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
5/21/2020
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NOTES:
�l/�W���� aDopaD
EVERMAN/RISINGER DEVELOPMENT, LLG
(INST. N0. D217118440)
N 89'22'41" E
✓AMES J. scorr suRUEr,10.00'
ABSTRACT N0. 1449
GEORGE HAMILTON SURI/EY,
ABSTRACT N0. 751
20'x20' SANITARY
SEWER EASEMENT
(VOL. 14439, PG. 33)
(INST. N0. D21 21 39 61 4)
SEWER
FACILITY EASEMENT
1.797 ACRES
(78,268 SF)
TCRG OPPORTUNITY XV, L.L.C.
(INST. N0. D217109969)
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MATCH LINE (SEE SHEET 1)
1. A metes and bounds description of even survey date herewith
accompanies this plat of survey.
2. Bearing system for this survey is based on the Texas Coordinate
System of 1983 (2011 adjustment), North Central Zone 4202,
based on observations made on April 25, 2018 with a combined
scale factor of 1.00012.
��acheco KO�jh 4060 BRYANT IRVIN ROAD
FORT WORTH, TX 76109 817.412.7155
TX REG. ENGINEERING FIRM F-469
TX REG. SURVEYING FIRM LS-10008001
ORAWN BY CHECKED BY SCALE DATE ✓OB NUMBER
DRI DCP 1"=40' MAY 2020 3949-19.348
SEWER
FACILITY EASEMENT
PART OF TCRG OPPORTUNITY XV, LLC TRACT
GEORGE HAMILTON SURVEY, ABSTRACT N0. 751,
JESSE B. RENFRO, ABSTRACT N0. 1273
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
PAGE 2 OF 2
05/20/2020
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ARTHUR P. BERTANZE7T1
HELEN BERTANZETTI
{VOL. 4715, PG. 490)
(VOL. 6374, PG. 5D7)
RIGHT—OF—WAY f0' ANTERO RESOURCES
PIPELINE EASEMENT
EASEMENT (IMST. N0. 0204379949)
5�518 SF 5' BARNETT GpTHERING, L.P. -
�0.196 ACRES} P�PELINE EASEMENT
(INST. N0. D207M1t9611)
c.r�.� N 89'3d'49" � 377.06� �
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GRAPHIC SCALE IN FEET
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PIPELINE EASEMENT CEN7ERLINE � � �
(iNST. N0. D207320923} �
20' ANTERO R�SOURCES Q^�- — —
PIPELWE EASEMENT 1/2-INCH IRON � �
(1NST. N0. D204379946} ROD FOUNp
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The ur�dersigned, ftegisterad Prafessionul Land
Surveyor, hereby certifies that this �lat af
sur�ey o��urately sets out the metes and �. -Fgr�_ T
baunds of the e�sement tract descr3hed. ��'�; 4�,fl � RFa ;9�,�
DUSTIN C.�PUSTEJOVSKY
■� �••6690� _�:o.■
�.c��. C. � � {}3I2512Q2fl
Dustln C. Puete}ovsky Date
Registered Professlana[
Land Surveyor No. 6690
�Rac�ec�
ORAWIY dY CHECKED BY
DRI DCP
�o. ;�ss
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K�G�4060 �RYANY IRVIN ROAD
FORT 4YORTH, TX 76108 817.412.7155
7X REG. ENOINEERING FlRM F-489
`���j �' -�G" ' iX REO. SURVEYING FlRM LS-10008001
seac� oa rF J08 Nl/MBER
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� C�.'�CE' HARI�L TQM Sl1RVEY
ABSTRACT NO. 75!
FUTURE REdIT-9F-WAY TO
e� o�oic��ea sr �ur
1. A metes and bounds descriptlon of even
survey date herewith accompanies thts plat
of survey.
2. Bearing system for thls survey is bosed on
the Texas Coordlnate Systern of 1983 (2011
adJustment}, North CentraE Zone 4202, based
on observations made on December 16, 2019
with a combined scale factor of 1.00b12.
R�GHT-�F-WAY
EA�I�MFN�
PART OF Al2Ti-IUR BERTANZETTI AND
HELEN BERTANZkTTI TRAC7S
JESSE B. REIVFRO StJRVEY� ABSTRACT N0. 1273,
CRY OF FORT WORTH� TARRANT COUNN, TEXAS
PAGE 2 OF 2
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IRS - 1/2-INCH IRON ROD W/
"PACHECO KOCH" CAP SET
IRF - 1/2-INCH IRON ROD W/
"PACHECO KOCH" CAP FOUN
�C.M.� - CONTROLLING MONUMENT
i
ARTHUR P. BERTANZETTI I
HELEN BERTANZETTI
(VOL. 4715, PG. 490)
(VOL. 6374, PG. 507) �
1
IRS
IRF BEARS
58930'49"W-377.06)
(C.M.) ,
FUTURE RIGHT-QF-WAY TO
8E f]EDICATED BY SfPARAIE
INSiRUAFEN�P�L -
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W. RISIIVGER R�AD
JESSE B. RENFRO SURVEY, ABSTRACT NO. 1273
GEORGE HAMIL TON SUR �EY, ABSTRACT N0. 751
`CENTERLINE
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GRAPHIC SCALE IN FEET
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TCRG OPPORTUNITY XV, L.L.C. `�
FUTURE RIdiT-OF-WAY TO
BE DEDICATED BY SEPARAIE ( I N S T. N 0. D 21713 4 9 6 3)
INSTRUMENT/ PLAT TCRG OPPORTUNITY XV, L.L.C. �
(INST. N0. D21 71 3561 8) �
The undersigned, Registered Professional Land
Surveyor, hereby certifies that this plat of
survey accurately sets out the metes and
bounds of the easement tract described.
�.���.,. �. � �� 03/25/2020
Dusfin C. Pustejovsicy ��ate
Registered Professional
Land Surveyor No. 6690
�E. o � r�
�i: 4tit' � 5 T FRF '�',�rJ'
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DUSTIN C. PUSTEJOVSKY
. � ,A .. 6690 .. � �� .
9'=�oF � ?P'a
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� Pa�heco I�och �60 BRYANT IRVIN ROAD
FORr woRrri, rx �sios ai�.a�2.��ss
TX REG. ENGINEERING FlRM F-469
TX REG. SURVEYING FlRM LS-10008001
ORAWN BY CHECKED BY SCALE DATE JOB NLAN@ER
DRI DCP 1"=30' MARCH 2O20 3949-19.348
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10' ANTERO RESOURCES EASEMENT
f I PIPELINE EASEMENT �f
i(INST. N0. D204379949) G�382 SF
5' BARNETT GATHERING, L P. �O.O�J�J ACRES�
PIPELINE EASEMENT
(INST N0. D207 41 961 1) _
—N 89'30'49" E 112.43'— �Rs
NOTES:
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1. A metes and bounds description of even
survey date herewith accompanies this plat
of survey.
2. Bearing system for this survey is based on
the Texas Coordinate System of 1983 (2011
adjustment), North Central Zone 4202, based
on observations made on December 16, 2019
with a combined scale factor of 1.00012.
RIGHT-QF-WAY
EASEMENT
PART OF DEBRA BENNEff TRACT
JESSE 8. RENFRO SURVEY, ABSTRACT N0. 1273,
CffY OF FORT WORTH, TARRANT COUNTY, TEXAS
PAGE 2 OF 2
CITY OF FORT WORTH NORHTWEST COMMERCE PARK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 101904
Revised July 1, 2011
GC-4.02 Subsurface and Physical Conditions
THIS PAGE LEFT INTENTIONALLY BLANK
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
�E�� � �n�inEERin�
January 16, 2020
Project No. 23366
TCRG Properties, LLC
5201 Camp Bowie Boulevard, Suite 200
Fort Worth, Texas 76107
ATTN: Mr. Jason Obermiller
Re: Geotechnical Design Parameters
Risinger Road Improvements
West Risinger Road and I-35W
Fort Worth, Texas
Gentlemen:
GEOTECHNICAL AND I[—j � Q u P
ENVIRONMENTAL CONSULTANTS
Submitted here is a summary of soil design recommendations for the referenced project.
The recommendations are based on the results of a site investigation performed by this
office. The complete findings of our investigation will be issued shortly.
Subsurface conditions were evaluated with six borings drilled at the locations shown on
Plate 1 attached. Boring B-1 could not be drilled due to utility conflicts in the area.
Copies of the boring logs are attached as Plates 2 through 7. Keys to the terms and
symbols used are attached as Plates 8 and 9.
Subsurface conditions encountered in the borings consist of fill, alluvial, and residual
soil overlying weathered grading to unweathered limestone of the Cretaceous Grayson
Marl and Main Street Limestone Formation, undivided.
Fill was encountered at the surface of Borings B-4, B-5, and B-7 and consisted of dark
brown, light brown, brownish-yellow, and brown, high plasticity (CH) clay with varying
amounts of calcareous concretions, gravel, sand, and asphalt fragments. The fill
extended to depths of 1-1 /2 to 5 feet.
At the surface of Boring B-6 and below the fill, alluvial soil was encountered. The
alluvial soil consisted of darlc brown CH silty clay with varying amounts of sand, gravel,
calcareous concretions, and ironstones and extended to depths of four to nine feet.
Residual soil was encountered at the surface of Boring B-2 and B-3 and below the
alluvial soil in the remaining borings. The upper residual soil consisted of darlc brown
and brown, CH clay with varying amounts of calcareous concretions, ironstones, and
mudstones. The lower residual soil consisted of light brown, pale brown, pale yellow,
brownish-yellow, and reddish-yellow, medium to high plasticity (CL - CH) silty clay
with varying amounts of calcareous concretions. The upper residual soils extended to
depths of 6 to 11 feet.
2424 STUTZ DRIVE, SUITE 400 DALLAS,TX 75235
tel 214.350.5600 fax 214.350.0019
www.reed-engineering.com
GEOTECHNICAL EPIGINEERING
ENVIRONMENTAL CONSULTIMG
CONSTRUCTION MATERIALS TESTBNG
TCRG Properties, LLC
Project No, 23366
January 16, 2020
Page 2 of 5
A further lower residual soil, encountered in Borings B-2 through B-4 and B-7, consisted of
light brown and brownish-yellow, calcareous CL clay, dually classified as severely weathered
limestone, with varying amounts of limestone seams. The severely weathered limestone
extended to depths of 10-1/2 to 16 feet.
Below depths of 9-1/2 to 16 feet, tan, hard to very hard (rocic classification), weathered
limestone grading to gray, very hard (rocic classification), unweathered limestone was
encountered. The tan, weathered limestone, where encountered, extended to depths of 13 to 16
feet. The gray, unweathered limestone was encountered below depths of 13 to 16 feet and
extended through the termination depths of the borings.
Seepage was encountered in Boring B-6 during drilling operations. Based on post-drilling
water level observations, ground water was encountered at depths of 1-1 /2 to 6 feet subsequent
to drilling. The ground water is perched above the relatively impermeable, unweathered
limestone in the overlying calcareous clay. The depth to ground water will fluctuate with
variations in seasonal and yearly rainfall.
Subgrade Potential Vertical Movements
Potential vertical movements (PVM) are estimated to be approximately three to four inches
within the proposed roadway expansion. This movement will be seasonal, i.e., upwards
following dry periods, and shrinkage after wet seasons of the year. The estimated PVM is
based on existing site grades.
Roadway Design
Specific traffic volumes for the roadway extension were not available at the time of this writing.
Per the City of Fort Worth Master Thoroughfare Plan, the road is classified as a System Link
and a major collector. Therefore, minimum design traffic volumes presented in Table 3.1 of the
City of Fort Worth Pavement Design Standards and Manual (2015) were used in the design
analyses for a collector classification. According to the City of Fort Worth design standard, a
minimum seven-inch thick concrete pavement section is required for collector streets. The
design parameter values for the roadway, including annual 18-kip equivalent, single-axle loads
(ESAL) and annual traffic growth rate, are provided in Table 1. These values are as specified in
Table 3.1 of the City of Fort Worth Pavement Design Manual (January 2015). The total design
F,SAL applications calculated based on the annual ESAL count is also presented in Table 1.
TCRG Properties, LLC
Project No. 23366
January 16, 2020
Page 3 of 5
TABLE 1.
DESIGN PARAMETER VALUES
Design Parameters Major Arterial
Annual ESAL 100,000
Annual Traffic Growth Rate 1.5
Design Life (Years) 25
Minimum Concrete Thickness (Inches) 7
Design ESAL 3,006,300
Concrete Compressive Strength (28-day), f�'
(psi) 3,600
Concrete Modulus of Rupture, S�' (psi) 620
Concrete Modulus of Elasticity, E� (psi) 4,000,000
Effective Modulus of Subgrade Reaction, k(pci) 266
Reliability, R (%) 85
Overall Standard Deviation, So 0.39
Drainage Coefficient, Ca 1.0
Load Transfer Coefficient, J 3.0
Initial Serviceability, Po 4.5
Terminal Serviceability, Pc 2.25
The upper surface soils consist mainly of high plasticity (CH) clays. Results of sulfate content
tests and lime series tests will be provided in the final report.
TCRG Properties, LLC
Project No. 23366
January 16, 2020
Page 4 of 5
The recommended pavement section based on the design analysis above is presented below in
Table 2.
TABLE 2.
RECOMMENDED PAVEMENT SECTION AND SUBGRADE
Concrete Pavement
(Thickness in Inches) Subgrade
8-Inch Thick Clay Subgrade Stabilized with 6°/o
8 Hydrated Lime
Minimum 28-day compressive strength of 3,600 pounds per square inch (psi) is recommended
for the pavement concrete. It is also recommended that reinforcing, joint placement, saw-
cutting of joints, and quality control (testing of subgrade and concrete) be performed in
accordance with the City of Fort Worth Pavement Design Manual (January 2015).
Based on preliminary potential vertical movements of three to four inches, no additional
subgrade remediation below the proposed pavement section will be required, Final
recommendations based on laboratory data will be presented in the final report.
Earthwork recommendations specifications will be presented in the final report.
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0 150' 300'Risinger Road ImprovementsWest Risinger Road and IH-35WPLAN OF BORINGSB-2B-3B-4B-5B-6B-7
REED ENGINEERING
GROUP
Risinger Road Improvements
Project Number : 23366
West Risinger Road and I-35W
Date Completed : 1/10/2020 Fort wortn, Texas
Location: See Plate 1
an ar enetration ests
N v Blows per Foot -�
Depth �- �� Q io 2o so ao eo so Elev.
E �� o DESCRIPTION OF STRATA
�ft� � � � J Pocket Penetrometer Readings �ft�
(n L(� Tons Per Sq. Ft. -�
q + 4. ++
SILTY CLAY, brown, very stiff to hard, w/trace of calcareous
concretions, ironstones & mudstones (CH)
-w/some calcareous concretions @ 4.5'
5 -
SILTY CLAY, pale brown & pale yellow, hard, w/calcareous
deposits (CL)
CALCAREOUS CLAY, light brown, hard
(severely weathered limestone) (CL)
10 -
15 -
LIMESTONE, gray, very hard
100 Blbws =:1 inch :
20 -
Total Depth = 20 feet
Dry after 5 minutes. Dry & blocked @ 17' @ end of day.
BORING LOG B-2 PLATE 2
GEOTECHNICAL CONSl1LTANTS
REED ENGINEERING
GROUP
Risinger Road Improvements
Project Number : 23366
West Risinger Road and I-35W
Date Completed : 1/10/2020 Fort wortn, Texas
Location: See Plate 1
an ar enetration ests
N v Blows per Foot -�
Depth �- �� Q io 2o so ao eo so Elev.
E �� o DESCRIPTION OF STRATA
�ft� � � � J Pocket Penetrometer Readings �ft�
(n L(� Tons Per Sq. Ft. -�
q + 4. ++
SILTY CLAY, dark brown, very stiff to stiff, w/trace of calcareous
concretions (CH)
SILTY CLAY, brown & brownish-yellow, stiff, w/some calcareous
5 concretions & trace of ironstone (CH) -
W terlevelon1/10/2020
CALCAREOUS CLAY, light brown & brownish-yellow, hard,
w/limestone seams
(severely weathered limestone) (CL)
10 - 100 Blows:= � in hes :
15 -w/light gray @ 15' -
/
LIMESTONE, tan, hard to very hard, weathered
LIMESTONE, gray, very hard
100 Blbws =:1 inch :
20 -
Total Depth = 20 feet
Water @ 18' after 5 minutes. Water @ 6' & blocked @ 16' @
end of day.
BORING LOG B-3 PLATE 3
GEOTECHNICAL CONSl1LTANTS
REED ENGINEERING
GROUP
Risinger Road Improvements
Project Number : 23366
West Risinger Road and I-35W
Date Completed : 1/9/2020 Fort wortn, Texas
Location: See Plate 1
an ar enetration ests
N v Blows per Foot -�
Depth �- �� Q io 2o so ao eo so Elev.
E �� o DESCRIPTION OF STRATA
�ft� � � � J Pocket Penetrometer Readings �ft�
(n L(� Tons Per Sq. Ft. -�
+ 4. ++
SILTY CLAY, dark brown, light brown, stiff to very stiff, w/some
sand, trace of calcareous concretions & asphalt fragments
(Fill) (CH) uVaterJevelonl/10/�020 '
SILTY CLAY, dark brown, stiff to very stiff, w/trace of sand &
calcareous concretions (CH)
SILTY CLAY, light brown & brownish-yellow, very stiff, w/some
ironstones & calcareous concretions (CH)
5 -
-w/limestone seam @ 7.5'
CALCAREOUS CLAY, light brown, hard, w/clay seam
(severely weathered limestone) (CL)
10 -
-w/tan limestone seam @ 13'
LIMESTONE, gray, very hard
100 Blbws =:1 inch :
15 -
100 Blbws =:1 inch :
20
Total Depth = 19 feet
Dry after 5 minutes. Water @ 1-1/2' & blocked @ 11' on
1 /10/2020.
BORING LOG B-4 PLATE 4
GEOTECHNICAL CONSl1LTANTS
REED ENGINEERING
GROUP
Risinger Road Improvements
Project Number : 23366
West Risinger Road and I-35W
Date Completed : 1/9/2020 Fort wortn, Texas
Location: See Plate 1
an ar enetration ests
N v Blows per Foot -�
Depth �- �� Q io 2o so ao eo so Elev.
E �� o DESCRIPTION OF STRATA
�ft� � � � J Pocket Penetrometer Readings �ft�
(n L(� Tons Per Sq. Ft. -�
q + 4. ++
SILTY CLAY, brown & dark brown, stiff to very stiff, w/trace of
sand & calcareous concretions (Fill) (CH)
-w/asphalt fragments @ 1.5'
SILTY CLAY, dark brown, stiff to very stiff, w/some calcareous
concretions, trace of sand & ironstones (CH)
W ater level on 1/10/2020
-w/light brown below 4.5'
5 -
SILTY CLAY, brownish-yellow & reddish-yellow, hard, w/iron
stains (CH - CL)
10 -w/limestone seams @ 10'
LIMESTONE, tan, hard to very hard, w/limestone seams,
� weathered
LIMESTONE, gray, very hard
100 Blbws =:1 inch :
15 -
100 Blbws =:1 inch :
Total Depth = 18 feet
20 Dry after 5 minutes. Water @ 3' & blocked @ 3' on 1/10/2020.
BORING LOG B-5 PLATE 5
GEOTECHNICAL CONSl1LTANTS
REED ENGINEERING
GROUP
Risinger Road Improvements
Project Number : 23366
West Risinger Road and I-35W
Date Completed : 1/9/2020 Fort wortn, Texas
Location: See Plate 1
an ar enetration ests
N v Blows per Foot -�
Depth �- �� Q io 2o so ao eo so Elev.
E �� o DESCRIPTION OF STRATA
�ft� � � � J Pocket Penetrometer Readings �ft�
(n L(� Tons Per Sq. Ft. -�
q + 4. ++
SILTY CLAY, dark brown, stiff to hard, w/trace of calcareous
concretions & sand (CH)
uVa�er Jevel on 1 . /�020 :
5 -
SILTY CLAY, light brown, brown & reddish-yellow, very stiff,
w/calcareous concretions & some ironstones (CH)
10 LIMESTONE, tan, hard to very hard, w/limestone seams,
� weathered
Seepage during drilling
LIMESTONE, gray, very hard -
100 Blbws =:1 inch :
15 -
100 Blbws =:1 inch :
20 -
Total Depth = 20 feet
Seepage encountered @ 14' during drilling. Water @ 5' &
blocked @ 7' on 1/10/2020.
BORING LOG B-6 PLATE 6
GEOTECHNICAL CONSl1LTANTS
REED ENGINEERING
GROUP
Risinger Road Improvements
Project Number : 23366
West Risinger Road and I-35W
Date Completed : 1/10/2020 Fort wortn, Texas
Location: See Plate 1
an ar enetration ests
N v Blows per Foot -�
Depth �- �� Q io 2o so ao eo so Elev.
E �� o DESCRIPTION OF STRATA
�ft� � � � J Pocket Penetrometer Readings �ft�
(n L(� Tons Per Sq. Ft. -�
q + 4. ++
SILTY CLAY, brownish-yellow, brown & dark brown, very stiff to
hard, w/some gravel & trace of calcareous concretions
(Fill) (CH)
5 SILTY CLAY, dark brown & brownish-yellow, stiff to very stiff,
w/trace of gravel & calcareous concretions (CH)
SILTY CLAY, brown, light brown & brownish-yellow, w/some
calcareous concretions (CH - CL)
CALCAREOUS CLAY, light brown, hard
(severely weathered limestone) (CL)
10 -
LIMESTONE, tan, hard to very hard, w/clay seams, weathered
�
LIMESTONE, gray, very hard
100 Blbws =:1 inch :
15 -
100 Blbws =:1 inch :
20 -
Total Depth = 20 feet
Dry & blocked after 5 minutes. Dry & blocked @ 17' @ end of
day.
BORING LOG B-7 PLATE 7
GEOTECHNICAL CONSl1LTANTS
GROUP
Project Number : 23366
Date Completed : 1/10/2020
�
a o
m a�+
cn `
Risinger Road Improvements
West Risinger Road and I-35W
Fort Worth, Texas
DESCRIPTION OF STR4TA
SILTY GLAY, b�Own, very stitt to hard, w/tra
concretions, ironstones & mudstones (CH)
-w/some calcareous concretions @ 4.5'
5
SILTY CLAY, pale brown & pale yellow, hard, w/calcareous deposits
(CL)
CALCAREOUS CLAY, light brown, hard
(severely weathered limestone) (CL)
�
�7
gray, very
Total Depth = 20 ft
Dry after 5 minutes. Dry & blocked @ 17' @ end of day.
BORING LOG B-2
GROUP
Location: See Plate 1
SPT N VALUE �
io zo 3o ao so so Elev.
(ft)
Pocket Penetrometer Readings Tons Per Sq. Ft. - 31E
4 . 4 5+t
100 Blows = 1:inch
PLATE 2
3EOTECHNICALCONSULTANTS
�UNDISTURBED
(Shelby Tube &
NX-Core)
� DISTURBED
�STANDARD
PENETR4TION
TEST
�THD CONE
PENETROMETER
TEST
�= Water level at time of drilling.
1= Subsequent water level and date.
Fill
Type of Fill
�Clay (CL)
(LL<50)
�Clay (CH)
(LL>50)
�SILT (ML)
(LL<50)
�SILT (MH)
(LL>50)
�CLAYEY SAND
(SC)
�SILTY SAND
(SM)
� SAND
(SP-S W )
�CLAYEY GR4VEL
(GR4VELLY CLAY)
o �o GRAVEL
O � �GP-GW)
�(weathered)
SHALE
(unweathered)
�(weathered)
LIMESTONE
(unweathered)
(weathered)
SANDSTONE
• (unweathered)
KEYS TO SYMBOLS USED ON BORING LOGS PLATE 8
GEOTECHNICAL CONSULTANTS
GROUP
COHESIONLESS SOILS
SPT
N-Values Relative
(blows / foot) Density
0 - 4 .....................Very Loose
4 - 10 .....................Loose
10 - 30 .....................Medium Dense
30 - 50 .....................Dense
50 + .....................Very Dense
HARDNESS
SOIL PROPERTIES
COHESIVE SOILS
Pocket
Penetrometer Consistency
(T.S.F.)
<0.25 .................... Very Soft
0.25-0.50 ............... Loose
0.50-1.00 ............... Medium Stiff
1.00-2.00 ............... Stiff
2.00-4.00 ............... Very Stiff
4.00 + .................... Hard
ROCK PROPERTIES
DIAGNOSTIC FEATURES
Very Soft ............... Can be dented with moderate finger pressure.
Soft ....................... Can be scratched easily with fingernail.
Moderately Hard ... Can be scratched easily with knife but not with fingernail.
Hard ...................... Can be scratched with knife with some difficulty; can be broken by light to moderate
hammer blow.
Very Hard .............. Cannot be scratched with knife; can be broken by repeated heavy hammer blows.
DEGREE OF WEATHERING DIAGNOSTIC FEATURES
Slightly Weathered ......... Slight discoloration inwards from open fractures.
Weathered ...................... Discoloration throughout; weaker minerals decomposed; strength somewhat less
than fresh rock; structure preserved.
Severely Weathered ....... Most minerals somewhat decomposes; much softer than fresh rock; texture becoming
indistict but fabric and structure preserved.
Completely Weathered ... Minerals decomposes to soil; rock fabric and structure destroyed (residual soil).
KEYS TO DESCRIPTIVE TERMS ON BORING LOGS
PLATE 9
GEOTECHNICAL CONSULTANTS
REE� I Ef-ICIf-IEERIf�IG
March 2, 2020
Project No. 23366
TCRG Properties, LLC
5201 Camp Bowie Boulevard, Suite 200
Fort Worth, Texas 76107
ATTN: Mr. Jason Obermiller
Re: Supplemental Geotechnical Recommendations
Risinger Road Improvements
West Risinger Road and IH-35W
Fort Worth, Texas
Gentlemen:
GEOTECHNICAL AND I ,rj � O LI P
ENVIRONMENTAL CONSULTANTS
Submitted here are supplemental geotechnical recommendations for the referenced
project. City of Fort Worth comments related to the pavement design were provided by
Pacheco Koch on March 2, 2020. The original geotechnical investigation was
conducted in January 2020 and the results were summarized in our report, Reed
Engineering Group, Ltd., Project No. 23366, dated January 30, 2020.
The City of Fort Worth has identiiied Risinger Road as a Major Arterial Road with a
subclass of Neighborhood Connector. The Pavement Design Standard and Minimum
Section Thickness section of the original report is revised below to meet the updated
criteria. Additionally, an asphalt transition section design was requested and
recommendations are provided below.
Rigid Pavement Design Standard and Minimum Section Thickness
Specific traffic volumes for the roadway extension were not available at the time of this
writing. Per the City of Fort Worth Master Thoroughfare Plan, the road is classified as a
Major Arterial Road with a subclass of Neighborhood Connector. Therefore, minimum
design trafiic volumes presented in Table 3.1 of the City of Fort Worth Pavement
Design Standards and Manual (2015) were used in the design analyses for an arterial
classification. According to the City of Fort Worth design standard, a minimum nine-
inch thick concrete pavement section is required for arterial streets. The design
parameter values for the roadway, including annual 1&kip equivalent, single-axle loads
(ESAL) and annual traffic growth rate, are provided in Table 1. These values are as
specified in Table 3.1 of the City of Fort Worth Pavement Design Manual (January
2015). The total design ESAL applications calculated based on the annual ESAL count
is also presented in Table 1.
2424 STUTZ DRIVE, SUITE 400 DALLAS, TX 75235
cel 214.350.5600 fax 214.350.0019
www.reed-engineering.com
GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING
CONSTRUCTION MATERIALS YESTING
TCRG Properties, LLC
Project No. 23366
March 2, 2020
Page 2 of 5
TABLE 1.
RIGID PAVEMENT DESIGN PARAMETER VALUES
Design Parameters Major Arterial
Annual ESAL 300,000
Annual Traffic Growth Rate 2.5
Design Life (Years) 30
Minimum Concrete Thickness (Inches) 9
Design ESAL 13,170,811
Concrete Compressive Strength (28-day), f�'
(psi) 3,600
Concrete Modulus of Rupture, S�' (psi) 620
Concrete Modulus of Elasticity, E� (psi) 4,000,000
Effective Modulus of Subgrade Reaction, k(pci) 246
Reliability, R (%) 90
Overall Standard Deviation, So 0.39
Drainage Coefficient, Cd 1.0
Load Transfer Coefficient, J 3.0
Initial Serviceability, Po 4.5
Terminal Serviceability, P, 2.5
The upper surface soils consist mainly of high plasticity (CH) clays. The test results indicate
the amount of soluble sulfates present in the soil to 100 parts per million (ppm) or less. The
amount detected is sufficiently low not to cause concern regarding lime-induced heave upon
stabilization of subgrade soils. Based on the results, lime-induced heave is not anticipated at
this site. Hence, the subgrade soils are considered to be suitable for lime stabilization.
TCRG Properties, LLC
Project No. 23366
March 2, 2020
Page 3 of 5
Results of the lime series tests indicate that 4 percent lime is sufficient to bring the Plasticity
Index (PI) to 15 or less. Considering the possibility of variations in the field, it is recommended
that six percent lime be used for stabilization of subgrade soils.
Based on potential vertical movements of two to four inches, no additional subgrade
remediation below the proposed pavement section will be required. The recommended rigid
pavement section based on the design analysis above is presented below in Table 2.
TABLE 2.
RECOMMENDED PAVEMENT SECTION AND SUBGRADE
Concrete Pavement
(Thickness in Inches) Subgrade
8-Inch Thick Clay Subgrade Stabilized with 6%
10-1/2 Hydrated Lime
Minimum 28-day compressive strength of 3,600 pounds per square inch (psi) is recommended
for the pavement concrete. It is also recommended that reinforcing, joint placement, saw-
cutting of joints, and quality control (testing of subgrade and concrete) be performed in
accordance with the City of Fort Worth Pavement Design Manual (January 2015).
Asphalt Pavement Design Standard and Minimum Section Thickness
Based on the traffic information above, an asphalt flexible pavement section was designed for
the transition area between Station 84+25.24 and Station 86+55.83. According to the City of
Fort Worth design standard, a minimum six-inch thick, hot mix asphaltic concrete (HMAC)
flexible pavement section is required for arterial streets. The design parameter values for the
roadway, including annual 18-kip equivalent, single-axle loads (ESAL) and annual traffic
growth rate, are provided in Table 3. These values are as specified in Table 3.1 of the City of
Fort Worth Pavement Design Manual (January 2015), The total design ESAL applications
calculated based on the annual ESAL count is also presented in Table 3.
TCRG Properties, LLC
Project No. 23366
March 2, 2020
Page 4 of 5
TABLE 3.
FLEXIBLE PAVEMENT DESIGN PARAMETER VALUES
Design Parameters Major Arterial
Annual ESAL 300,000
Annual Traffic Growth Rate 2.5
Design Life (Years) 30
Minimum HMAC Thickness (Inches) 2-Inch Type D Surface Course
6-Inch Type B Base Course
Flexible Design ESAL 13,170,811
Subgrade Resilient Modulus (psi) 5,000
Reliability, R (°/o) 90
Overall Standard Deviation, So 0.45
Drainage Coefficient per layer, Cd 1.0
Initial Serviceability, Po 4.2
Terminal Serviceability, Pt 2.5
HMAC Type D Surface Course Layer
Coefficient, a� 0.44
HMAC Type B Base Course Layer
Coefficient, az 0.41
Lime Stabilized Subgrade Course Layer
Coefficient, as 0.23
The recommended flexible pavement section based on the design analysis above is presented
below in Table 4.
TCRG Properties, LI��.
Frt�j�ct h1o. 2��66
March 2; ZU�{�
Pa�e 5 oT 5
TABL� �.
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Asphakt �avement
{ihi�kn�s� in I�che�� Subgrad�
2-Ich Typ� D�u�fac� Cc�urs� ave� 8-�nch Thi�k �I�y �u6gra�e Stabilize�J with 6°l0
8-fnch �ype B Ba�e C�urse Hydr�ted Lime
.�i� other r�c��nmet�dations i���Iud�d in our origin�l report are stil� appiicab�e,
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CITY OF FORT WORTH NORHTWEST COMMERCE PARK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 101904
Revised July 1, 2011
GC-6.24 Nondiscrimination
THIS PAGE LEFT INTENTIONALLY BLANK
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
GC-6.09 Permits and Utilities
Commercial and Industrial Access Request Form
3.Background:
Date:
District:
County:
Address:
Project/Business Name:
Highway:
Limits:
1.Purpose of Request:
2.Proposed use of the property:
4.Participant(s) in the request process:
5.Highway layout showing the requestedaccesssite and upstream/downstream roadwaysystem and other
associatedaccess:
To Support Circulation in an approximate 98 acre Industrial park going under construction Q2 2020
Industrial park for industrial use. Povs, trucks (up to wb-67) will be utilizing this access point. use will be daily, with less on
weekends.
We have performed preliminary coordination with TxDOT office, and prepared preliminary construction drawings. Drawings for
the 98 acres of internal infrastructure and Preliminary Plat are prepared and under review at the City of Fort Worth
Pacheco Koch - POC - Ron Ramirez, P.E., Mark Schluter, P.E.
City of Fort Worth TPW department
TCRG - POC Ryan Wood, Vice President
No access breaks are present along the property line.
Commercial and Industrial Driveway Access Request Form
6.Existing roadway characteristics:
7.Proposed driveway:
TxDOT
Posted speed is 40mph
ADT in vicinity is 10,064 vtpd just north of Risinger Road
SBFR lane width = 24 feet - 2 lanes, asphalt
shoulder on east side of roadway of 8'
Sight distance looking north is greater than 200'
Radii = 30'
Throat = 31' B-B
Length to first intersection = 30'
CITY OF FORT WORTH NORHTWEST COMMERCE PARK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 101904
Revised July 1, 2011
GR-01 60 00 Product Requirements
THIS PAGE LEFT INTENTIONALLY BLANK
RISINGER ROAD SOUTH INDUSTRIAL PARK
CPN 102560
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: April 12, 2019
The Fort Worth Water Department’s Standard Products List has been developed to
minimize the submittal review of products which meet the Fort Worth Water
Department’s Standard Specifications during utility construction projects. When
Technical Specifications for specific products, are included as part of the
Construction Contract Documents, the requirements of the Technical Specification
will override the Fort Worth Water Department’s Standard Specifications and the
Fort Worth Water Department’s Standard Products List and approval of the
specific products will be based on the requirements of the Technical Specification
whether or not the specific product meets the Fort Worth Water Department’s
Standard Specifications or is on the Fort Worth Water Department’s Standard
Products List.
Table of Content
(Click on items to go directly to the page)
Items Page
A.Water & Sewer
1. Manholes & Bases/Components ........................................................... 1
2.Manholes & Bases/Fiberglass ............................................................... 2
3.Manholes & Bases/Frames & Covers/Rectangular ............................... 3
4.Manholes & Bases/Frames & Covers/Round ....................................... 4
5.Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5
6.Manholes & Bases/Precast Concrete .................................................... 6
7.Manholes & Bases/Rehab Systems/Cementitious ................................ 7
8.Manholes & Bases/Rehab Systems/NonCementitious ......................... 8
9.Manhole Insert (Field Operations Use Only) ........................................ 9
10. Pipe Casing Spacer ............................................................................... 10
11. Pipes/Ductile Iron ................................................................................. 11
12. Utility Line Marker ............................................................................... 12
B.Sewer
13. Coatings/Epoxy ..................................................................................... 13
14. Coatings/Polyurethane .......................................................................... 14
15. Combination Air Valves ....................................................................... 15
16. Pipes/Concrete ...................................................................................... 16
17. Pipe Enlargement System (Method) ..................................................... 17
18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18
19. Pipes/HDPE .......................................................................................... 19
20. Pipes/PVC (Pressure Sewer) ................................................................. 20
21. Pipes/PVC* ........................................................................................... 21
22. Pipes/Rehab/CIPP ................................................................................. 22
23. Pipes/Rehab/Fold & Form .................................................................... 23
24. Pipes/Open Profile Large Diameter ...................................................... 24
C.Water
25. Appurtenances ....................................................................................... 25
26. Bolts, Nuts, and Gaskets ....................................................................... 26
27. Combination Air Release Valve ........................................................... 27
28. Dry Barrel Fire Hydrants ...................................................................... 28
29. Meters ................................................................................................... 29
30. Pipes/PVC (Pressure Water) ................................................................. 30
31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31
32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32
33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33
34. Polyethylene Encasement ..................................................................... 34
35. Sampling Stations ................................................................................. 35
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeWater & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)07/23/97 33 05 13 Urethane Hydrophilic WaterstopAsahi Kogyo K.K.Adeka Ultra-Seal P-201ASTM D2240/D412/D79204/26/00 33 05 13 Offset Joint for 4' Diam. MHHanson Concrete ProductsDrawing No. 35-0048-00104/26/00 33 05 13 Profile Gasket for 4' Diam. MH.Press-Seal Gasket Corp.250-4G GasketASTM C-443/C-361SS MH1/26/99 33 05 13 HDPE Manhole Adjustment RingsLadtech, IncHDPE Adjustment RingNon-traffic area5/13/05 33 05 13 Manhole External WrapCanusa - CPSWrapidSeal Manhole Encapsulation SystemCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.* From Original Standard Products ListClick to Return to the Table of Content1
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)1/26/99 33 39 13 Fiberglass ManholeFluid Containment, Inc.FlowtiteASTM 3753Non-traffic area08/30/06 33 39 13 Fiberglass ManholeL.F. ManufacturingNon-traffic area* From Original Standard Products ListClick to Return to the Table of Content2
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry100124"x40" WD* From Original Standard Products ListClick to Return to the Table of Content3
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry3002424" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.A 24 AM24" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1272ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR- 165-LM (Hinged)ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryNF 1274ASTM A48 & AASHTO M30630" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1743-LM (Hinged)ASTM A48 & AASHTO M30630" dia.33 05 13 Manhole Frames and CoversSigma CorporationMH-144N33 05 13 Manhole Frames and CoversSigma CorporationMH-143N33 05 13 Manhole Frames and CoversPont-A-MoussonGTS-STD24" dia.33 05 13 Manhole Frames and CoversNeenah Casting24" dia.10/31/06 33 05 13 Manhole Frames and Covers (Hinged)PowersealHinged Ductile Iron Manhole ASTM A53624" Dia.7/25/03 33 05 13 Manhole Frames and CoversSaint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS30" Dia.01/31/06 33 05 13 30" DI MH Ring and CoverEast Jordan Iron WorksV1432-2 and V1483 DesignsAASHTO M306-0430" Dia.11/02/10 33 05 13 30" DI MH Ring and CoverSigma CorporationMH1651FWN & MH1650230" Dia07/19/11 33 05 13 30" DI MH Ring and CoverStar Pipe ProductsMH32FTWSS-DC 30" Dia08/10/11 33 05 13 30" DI MH Ring and CoverAccucast220700 Heavy Duty with Gasket Ring30" Dia10/14/13 33 05 13 30" DI MH Ring and Cover (Hinged & Lockable)East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A53630" Dia06/01/17 34 05 13 30" DI MH Ring and Cover (Hinged & Lockable) CISIP Industries2280 (32")ASTM A 4830" Dia.08/24/17 33 05 13.01 30" DI MH Ring and Cover (Hinge & Lock) CompositeSewperCoverSCDH 3000, Std. Dbl Hinge Non-Metalic Ring and Cover w/Lock HD/FRP Composite30" Dia.* From Original Standard Products ListClick to Return to the Table of Content4
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversPont-A-MoussonPamtight24" Dia.*33 05 13 Manhole Frames and CoversNeenah Casting24" Dia.*33 05 13 Manhole Frames and CoversWestern Iron Works,Bass & Hays Foundry300-24P24" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.WPA24AM24" Dia.03/08/00 33 05 13 Manhole Frames and CoversAccucastRC-2100ASTM A 4824" Dia.04/20/01 33 05 13 Manhole Frames and Covers(SIP)Serampore Industries Private Ltd.300-24-23.75 Ring and CoverASTM A 4824" Dia.* From Original Standard Products ListClick to Return to the Table of Content5
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)*33 39 10 Manhole, Precast ConcreteHydro Conduit CorpSPL Item #49ASTM C 47848"*33 39 10 Manhole, Precast ConcreteWall Concrete Pipe Co. Inc.ASTM C-44348"*33 39 10 Manhole, Precast ConcreteForterra(formerly Gifford-Hill, Hanson )ASTM C 47848"04/26/00 33 39 10 MH, Single Offset Seal JointForterra(formerly Gifford-Hill, Hanson )Type F Dwg 35-0048-001ASTM C 47848" Diam MH09/23/96 33 39 10 Manhole, Precast ConcreteConcrete Product Inc.48" I.D. Manhole w/ 32" ConeASTM C 47848" w/32" cone05/08/18 33 39 10 Manhole, Precast ConcreteThe Turner Company48", 60" I.D. Manhole w/ 32" ConeASTM C 47848", 60"10/27/06 33 39 10 Manhole, Precast ConcreteOldcastle Precast Inc.48" I.D. Manhole w/ 24" ConeASTM C 47848" Diam w 24" Ring06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)ConcreteUS Composite PipeReinforced Polymer Concrete ASTM C-7648" to 72"* From Original Standard Products ListClick to Return to the Table of Content6
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious*E1-14 Manhole Rehab SystemsQuadex04/23/01E1-14 Manhole Rehab SystemsStandard Cement Materials, Inc.Reliner MSPE1-14 Manhole Rehab SystemsAP/M Permaform4/20/01E1-14 Manhole Rehab SystemStrong CompanyStrong Seal MS2A Rehab System5/12/03E1-14 Manhole Rehab System (Liner)Poly-triplex TechnologiesMH repair product to stop infiltrationASTM D581308/30/06General Concrete RepairFlexKrete TechnologiesVinyl Polyester Repair ProductMisc. Use* From Original Standard Products ListClick to Return to the Table of Content7
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious05/20/96E1-14 Manhole Rehab SystemsSprayroq, Spray Wall Polyurethane CoatingASTM D639/D790*E1-14 Manhole Rehab SystemsSun Coast12/14/01Coating for Corrosion protection(Exterior)ERTECHSeries 20230 and 2100 (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications08/30/06Coatings for Corrosion ProtectionCitadelSLS-30 Solids EpoxySewer Applications03/19/1833 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior)Sherwin WilliamsRR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only* From Original Standard Products ListClick to Return to the Table of Content8
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)*33 05 13 Manhole InsertKnutson EnterprisesMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertSouth Western PackagingMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertNoflow-InflowMade to Order - PlasticASTM D 1248For 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.LifeSaver - Stainless SteelFor 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.TetherLok - Stainless SteelFor 24" dia* From Original Standard Products ListClick to Return to the Table of Content9
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)11/04/02Steel Band Casing SpacersAdvanced Products and Systems, Inc.Carbon Steel Spacers, Model SI02/02/93Stainless Steel Casing SpacerAdvanced Products and Systems, Inc.Stainless Steel Spacer, Model SSI04/22/87Casing SpacersCascade Waterworks ManufacturingCasing Spacers09/14/10Stainless Steel Casing SpacerPipeline Seal and InsulatorStainless Steel Casing SpacerUp to 48"09/14/10Coated Steel Casin SpacersPipeline Seal and InsulatorCoated Steel Casin SpacersUp to 48" 05/10/11Stainless Steel Casing SpacerPowerseal4810 PowerchockUp to 48"03/19/18Casing SpacersBWMSS-12 Casing Spacer(Stainless Steel)03/19/18Casing SpacersBWMFB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing* From Original Standard Products ListClick to Return to the Table of Content10
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)*33 11 10 Ductile Iron PipeGriffin Pipe Products, Co.Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C1513" thru 24"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot)AWWA C150, C1514" thru 30"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Flex Ring (Restrained Joint)AWWA C150, C1514" thru 30"*33 11 10 Ductile Iron PipeU.S. Pipe and Foundry Co.AWWA C150, C151*33 11 10 Ductile Iron PipeMcWane Cast Iron Pipe Co.AWWA C150, C151* From Original Standard Products ListClick to Return to the Table of Content11
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Utility Line Marker (08/24/2018)* From Original Standard Products ListClick to Return to the Table of Content12
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Coatings/Epoxy 33-39-60 (01/08/13)02/25/02Epoxy Lining SystemSauereisen, IncSewerGard 210RSLA County #210-1.3312/14/01Epoxy Lining SystemErtech Technical CoatingsErtech 2030 and 2100 Series04/14/05Interior Ductile Iron Pipe CoatingInduronProtecto 401ASTM B-117Ductile Iron Pipe Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications* From Original Standard Products ListClick to Return to the Table of Content13
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Coatings/Polyurethane* From Original Standard Products ListClick to Return to the Table of Content14
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release ValveA.R.I. USA, Inc.D025LTP02(Composite Body)2"* From Original Standard Products ListClick to Return to the Table of Content15
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipes/Concrete*E1-04 Conc. Pipe, ReinforcedWall Concrete Pipe Co. Inc.ASTM C 76*E1-04 Conc. Pipe, ReinforcedHydro Conduit CorporationClass III T&G, SPL Item #77ASTM C 76*E1-04 Conc. Pipe, ReinforcedHanson Concrete ProductsSPL Item #95-Manhole, #98- PipeASTM C 76*E1-04 Conc. Pipe, ReinforcedConcrete Pipe & Products Co. Inc.ASTM C 76* From Original Standard Products ListClick to Return to the Table of Content16
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)PIM SystemPIM CorporationPolyethylenePIM Corp., Piscata Way, N.J. Approved PreviouslyMcConnell SystemsMcLat ConstructionPolyethyleneHouston, TexasApproved PreviouslyTRS SystemsTrenchless Replacement SystemPolyethyleneCalgary, CanadaApproved Previously* From Original Standard Products ListClick to Return to the Table of Content17
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)7/21/97 33 31 13 Cent. Cast FiberglassHobas Pipe USA, Inc.Hobas Pipe (Non-Pressure)ASTM D3262/D375403/22/10 33 31 13 Fiberglass PipeAmeronBondstrand RPMP PipeASTM D3262/D375410/30/03Glass-Fiber Reinforced Polymer PipeThompson Pipe GroupFlowtiteASTM D3262/D37544/14/05Polymer Modified Concrete PipeAmitech USAMeyer Polycrete PipeASTM C33, A276, F4778" to 102", Class V06/09/10E1-9 Reinforced Polymer Concrete PipeUS Composite PipeReinforced Polymer Concrete PipeASTM C-76* From Original Standard Products ListClick to Return to the Table of Content18
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipes/HDPE 33-31-23(1/8/13)*High-density polyethylene pipePhillips Driscopipe, Inc.Opticore Ductile Polyethylene PipeASTM D 12488"*High-density polyethylene pipePlexco Inc.ASTM D 12488"*High-density polyethylene pipePolly Pipe, Inc.ASTM D 12488"High-density polyethylene pipeCSR Hydro Conduit/Pipeline SystemsMcConnell Pipe EnlargementASTM D 1248* From Original Standard Products ListClick to Return to the Table of Content19
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)12/02/11 33-11-12 DR-14 PVC Pressure PipePipelife JetstreamPVC Pressure PipeAWWA C9004" thru 12"10/22/14 33-11-12 DR-14 PVC Pressure PipeRoyal Building ProductsRoyal Seal PVC Pressure PipeAWWA C9004" thru 12"* From Original Standard Products ListClick to Return to the Table of Content20
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipes/PVC* 33-31-20 (7/1/13)*33-31-20 PVC Sewer PipeCertain-Teed Products CorpASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeNapco Manufacturing CorpASTM D 3034, D 17844" & 8"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co., Inc. (JM Eagle)ASTM D 30344" - 15"12/23/97* 33-31-20 PVC Sewer PipeDiamond Plastics CorporationSDR-26 and SDR-35 ASTM F 789, ASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeLamson Vylon PipeASTM F 7894" thru 15"33-31-20 PVC Sewer PipeRoyal Building ProductsRoyal Seal Solid Wall Pipe SDR 26 & 35ASTM 30344" thru 15"01/18/18 33-31-20 PVC Sewer PipeVinyltech PVC PipeGravity SewerASTM D30344" thru 15"11/11/98 33-31-20 PVC Sewer PipeDiamond Plastics Corporation "S" Gravity Sewer PipeASTM F 67918" to 27"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co, Inc. (JM Eagle)ASTM F 67918" - 27"09/11/12 33-31-20 PVC Sewer PipePipelife Jet StreamSDR-26 and SDr-35ASTM F-67918"05/06/0533-31-20PVC Solid Wall PipeDiamond Plastics CorporationPS 46 ASTM F-67918" to 48"04/27/0633-31-20PVC Sewer Fittings HarcoSDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc4" - 15"*33-31-20PVC Sewer FittingsPlastic Trends, In.cGasketed PVC Sewer Main FittingsASTM D 303411/17/99E100-2Closed Profile PVC PipeDiamond Plastics CorporationASTM 1803/F79418" to 48"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 35ASTM F67918"- 24"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 26ASTM D30344"- 15"3/29/2019 33 31 20Gasketed Fittings (PVC)GPK Products, Inc.SDR 26ASTM D3034/F-6794"- 15"* From Original Standard Products ListClick to Return to the Table of Content21
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)*Cured in Place PipeInsituform Texark, IncASTM F 121605/03/99Cured in Place PipeNational Envirotech GroupNational Liner, (SPL) Item #27ASTM F-1216/D-581305/29/96Cured in Place PipeReynolds Inc/Inliner Technolgy (Inliner USA)Inliner TechnologyASTM F 1216* From Original Standard Products ListClick to Return to the Table of Content22
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipes/Rehab/Fold & Form*Fold and Form PipeCullum Pipe Systems, Inc.11/03/98Fold and Form PipeInsituform Technologies, Inc.Insituform "NuPIpe"ASTM F-1504Fold and Form PipeAmerican Pipe & Plastics, Inc.Demo. Purpose Only12/04/00Fold and Form PipeUltralinerUltraliner PVC Alloy PipelinerASTM F-1504, 1871, 186706/09/03Fold and Form PipeMiller Pipeline Corp.EX MethodASTM F-1504, F-1947Up to 18" diameter* From Original Standard Products ListClick to Return to the Table of Content23
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipes/Open Profile Large Diameter09/26/91 E100-2 PVC Sewer Pipe, RibbedLamson Vylon PipeCarlon Vylon H.C. Closed Profile Pipe,ASTM F 67918" to 48"09/26/91 E100-2 PVC Sewer Pipe, RibbedExtrusion Technologies, Inc.Ultra-Rib Open Profile Sewer PipeASTM F 67918" to 48"E100-2 PVC Sewer Pipe, RibbedUponor ETI Company11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double WallAdvanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 273624"-30"11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple WallAdvanced Drainage Systems (ADS)SaniTite HP Triple Wall PipeASTM F 276430" to 60"05/16/11Steel Reinforced Polyethylene PipeConTech Construction ProductsDurmaxxASTM F 256224" to 72"* From Original Standard Products ListClick to Return to the Table of Content24
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Appurtenances 33-12-10 (07/01/13)01/18/18 33-12-10 Double Strap SaddleRomac202NS Nylon CoatedAWWA C8001"-2" SVC, up to 24" Pipe08/28/02Double Strap SaddleSmith Blair #317 Nylon Coated Double Strap Saddle07/23/12 33-12-10 Double Strap Service SaddleMueller CompanyDR2S Double (SS) Strap DI SaddleAWWA C8001"-2" SVC, up to 24" Pipe10/27/87Curb Stops-Ball Meter ValvesMcDonald6100M,6100MT & 610MT 3/4" and 1"10/27/87Curb Stops-Ball Meter ValvesMcDonald4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NLAWWA C8002"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NLAWWA C8001-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-4-NL, FB1600-4-NL, B11-444-WR-NL, B22444-WR-NL, L28-44NLAWWA C8001"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-24277N-3, B-20200N-3, H-15000N, , H-1552N, H142276NAWWA C800, ANSF 61, ANSI/NSF 3722"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3, B-24277N-3,H-15000N, H-14276N, H-15525NAWWA C800, ANSF 61, ANSI/NSF 3721-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3,H-15000N, H-15530NAWWA C800, ANSF 61, ANSI/NSF 3721"01/26/00Coated Tapping Saddle with Double SS StrapsJCM Industries, Inc.#406 Double Band SS Saddle1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel)JCM Industries, Inc.412 Tapping Sleeve ESSAWWA C-223Up to 30" w/12" Out05/10/11Tapping Sleeve (Stainless Steel)Powerseal3490AS (Flange) & 3490MJ4"-8" and 16"02/29/12 33-12-25 Tapping Sleeve (Coated Steel)RomacFTS 240AWWA C-223U p to 42" w/24" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST Stainless SteelAWWA C-223Up to 24" w/12" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST III Stainless SteelAWWA C-223Up to 30" w/12" Out05/10/11Joint Repair ClampPowerseal3232 Bell Joint Repair Clamp4" to 30"Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW37C-12-1EPAF FTWPlastic Meter Box w/Composite LidDFW Plastics Inc.DFW39C-12-1EPAF FTW08/30/06Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW65C-14-1EPAF FTWClass "A"Concrete Meter BoxBass & HaysCMB37-B12 1118 LID-9Concrete Meter BoxBass & HaysCMB-18-Dual 1416 LID-9Concrete Meter BoxBass & HaysCMB65-B65 1527 LID-9* From Original Standard Products ListClick to Return to the Table of Content25
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)* From Original Standard Products ListClick to Return to the Table of Content26
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Combination Air Release 33-31-70 (01/08/13)*E1-11 Combination Air Release ValveGA Industries, Inc.Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts1" & 2"*E1-11 Combination Air Release ValveMultiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"*E1-11 Combination Air Release ValveValve and Primer Corp.APCO #143C, #145C and #147C1", 2" & 3"* From Original Standard Products ListClick to Return to the Table of Content27
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)10/01/87 E-1-12 Dry Barrel Fire HydrantAmerican-Darling ValveDrawing Nos. 90-18608, 94-18560AWWA C-50203/31/88 E-1-12 Dry Barrel Fire HydrantAmerican Darling ValveShop Drawing No. 94-18791 AWWA C-50209/30/87 E-1-12 Dry Barrel Fire HydrantClow CorporationShop Drawing No. D-19895AWWA C-50201/12/93 E-1-12 Dry Barrel Fire HydrantAmerican AVK CompanyModel 2700AWWA C-50208/24/88 E-1-12 Dry Barrel Fire HydrantClow CorporationDrawings D20435, D20436, B20506AWWA C-502E-1-12 Dry Barrel Fire HydrantITT Kennedy ValveShop Drawing No. D-80783FWAWWA C-50209/24/87 E-1-12 Dry Barrel Fire HydrantM&H Valve CompanyShop Drawing No. 13476AWWA C-50210/14/87 E-1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawings No. 6461 A-423 CenturionAWWA C-50201/15/88E1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawing FH-12A-423 Super Centurion 200AWWA C-50210/09/87 E-1-12 Dry Barrel Fire HydrantU.S. Pipe & FoundryShop Drawing No. 960250AWWA C-50209/16/87 E-1-12 Dry Barrel Fire HydrantWaterous CompanyShop Drawing No. SK740803AWWA C-50208/12/16 33-12-40 Dry Barrel Fire HydrantEJ (East Jordan Iron Works)WaterMaster 5CD250* From Original Standard Products ListClick to Return to the Table of Content28
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Meters02/05/93 E101-5 Detector Check MeterAmes CompanyModel 1000 Detector Check ValveAWWA C5504" - 10"08/05/04Magnetic Drive Vertical TurbineHerseyMagnetic Drive VerticalAWWA C701, Class 13/4" - 6"* From Original Standard Products ListClick to Return to the Table of Content29
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)01/18/18 33-11-12 PVC Pressure PipeVinyltech PVC PipeAWWA C900, AWWA C605, ASTM D17844"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR14AWWA C9004"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR18AWWA C90016"-24"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 14AWWA C9004"-12"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationTrans 21, DR 14, DR 18AWWA C90016"-24"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 14"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 16124"-12"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 18"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 161216"-24"* From Original Standard Products ListClick to Return to the Table of Content30
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)07/23/92E1-07 Ductile Iron FittingsStar Pipe Products, Inc.Mechanical Joint FittingsAWWA C153 & C110*E1-07 Ductile Iron FittingsGriffin Pipe Products, Co.Mechanical Joint FittingsAWWA C 110*E1-07 Ductile Iron FittingsMcWane/Tyler Pipe/ Union Utilities DivisionMechanical Joint Fittings, SSB Class 350AWWA C 153, C 110, C 11108/11/98E1-07 Ductile Iron FittingsSigma, Co.Mechanical Joint Fittings, SSB Class 351AWWA C 153, C 110, C 11202/26/14E1-07 MJ FittingsAccucastClass 350 C-153 MJ FittingsAWWA C1534"-12"05/14/98E1-07 Ductile Iron Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1400 AWWA C111/C1534" to 36"05/14/98E1-24 PVC Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1500 Circle-LockAWWA C111/C1534" to 24" 11/09/04E1-07 Ductile Iron Joint RestraintsOne Bolt, Inc.One Bolt Restrained Joint FittingAWWA C111/C116/C1534" to 12"02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C1534" to 42"02/29/12 33-11-11 PVC Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C1534" to 24"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLC4 - SLC10AWWA C111/C1534" to 10"03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCS4 - SLCS12AWWA C111/C1534" to 12"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCEAWWA C111/C15312" to 24"08/10/98E1-07 MJ Fittings(DIP)Sigma, Co.Sigma One-Lok SLDEAWWA C1534" - 24"10/12/10E1-24 Interior Restrained Joint SystemS & B Techncial ProductsBulldog System ( Diamond Lok 21 & JM Eagle ASTM F-16244" to 12"08/16/06E1-07 Mechanical Joint FittingsSIP Industries(Serampore)Mechanical Joint FittingsAWWA C1534" to 24"11/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.PVC Stargrip Series 4000ASTM A536 AWWA C11111/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.DIP Stargrip Series 3000ASTM A536 AWWA C11103/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIPASTM A536 AWWA C1113"-48"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC PipeASTM A536 AWWA C1114"-12"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC PipeASTM A536 AWWA C11116"-24"* From Original Standard Products ListClick to Return to the Table of Content31
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)Resilient Wedged Gate Valve w/no GearsAmerican Flow ControlSeries 2500 Drawing # 94-2024716"12/13/02Resilient Wedge Gate ValveAmerican Flow ControlSeries 2530 and Series 2536AWWA C51530" and 36"08/31/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2520 & 2524 (SD 94-20255)AWWA C51520" and 24"05/18/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2516 (SD 94-20247)AWWA C51516"10/24/00E1-26 Resilient Wedge Gate ValveAmerican Flow ControlSeries 2500 (Ductile Iron)AWWA C5154" to 12"08/05/04Resilient Wedge Gate ValveAmerican Flow Control42" and 48" AFC 2500AWWA C51542" and 48"05/23/91E1-26 Resilient Wedge Gate ValveAmerican AVK CompanyAmerican AVK Resilient Seaded GVAWWA C5094" to 12"01/24/02E1-26 Resilient Wedge Gate ValveAmerican AVK Company20" and smaller*E1-26 Resilient Seated Gate ValveKennedy4" - 12"*E1-26 Resilient Seated Gate ValveM&H4" - 12"*E1-26 Resilient Seated Gate ValveMueller Co.4" - 12"11/08/99Resilient Wedge Gate Valve Mueller Co.Series A2361 (SD 6647)AWWA C51516"01/23/03Resilient Wedge Gate ValveMueller Co.Series A2360 for 18"-24" (SD 6709)AWWA C51524" and smaller05/13/05Resilient Wedge Gate ValveMueller Co.Mueller 30" & 36", C-515AWWA C51530" and 36"01/31/06Resilient Wedge Gate ValveMueller Co.Mueller 42" & 48", C-515AWWA C51542" and 48"01/28/88E1-26 Resilient Wedge Gate ValveClow Valve Co.AWWA C5094" - 12"10/04/94Resilient Wedge Gate ValveClow Valve Co.16" RS GV (SD D-20995)AWWA C51516"11/08/99E1-26 Resilient Wedge Gate ValveClow Valve Co.Clow RW Valve (SD D-21652)AWWA C51524" and smaller11/29/04Resilient Wedge Gate Valve Clow Valve Co.Clow 30" & 36" C-515AWWA C51530" and 36" (Note 3)11/30/12Resilient Wedge Gate ValveClow Valve Co.Clow Valve Model 2638AWWA C51524" to 48" (Note 3)05/08/91E1-26 Resilient Seated Gate ValveStockham Valves & FittingsAWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts4" - 12"*E1-26 Resilient Seated Gate ValveU.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #743" to 16"10/26/16 33-12-20 Resilient Seated Gate ValveEJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes08/24/18Matco Gate Valve Matco-Norca225 MRAWWA/ANSI C115/An21.154" to 16"* From Original Standard Products ListClick to Return to the Table of Content32
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)*E1-30 Rubber Seated Butterfly ValveHenry Pratt Co.AWWA C-50424"*E1-30 Rubber Seated Butterfly ValveMueller Co.AWWA C-50424"and smaller1/11/99E1-30 Rubber Seated Butterfly ValveDezurik Valves Co.AWWA C-50424" and larger06/12/03E1-30 Valmatic American Butterfly ValveValmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve.AWWA C-504Up to 84" diameter04/06/07E1-30 Rubber Seated Butterfly ValveM&H ValveM&H Style 4500 & 1450 AWWA C-50424" to 48"03/19/18 33 12 21 Rubber Seated Butterfly ValveG. A. Industries (Golden Anderson)AWWA C504 Butterfly ValveAWWA C-50430"-54"* From Original Standard Products ListClick to Return to the Table of Content33
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Polyethylene Encasement 33-11-10 (01/08/13)05/12/05E1-13 Polyethylene EncasmentFlexsol PackagingFulton Enterprises AWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentMountain States Plastics (MSP) and AEP Ind.Standard HardwareAWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentAEP IndustriesBullstrong by Cowtown Bolt & GasketAWWA C1058 mil LLD* From Original Standard Products ListClick to Return to the Table of Content34
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Sampling Station3/12/96Water Sampling StationWater PlusB20 Water Sampling Station* From Original Standard Products ListClick to Return to the Table of Content35