HomeMy WebLinkAboutContract 58608-PM1PROJECT MANUAL
FOR
THE CONSTRUCTION OF
Premier Truck Rental
IPRC Record No. IPRC21-0143
City Project No. 103758
FID No. 30114-0200431-103758-E07685
File No. K-2873
X File No. X-27129
Mattie Parker David Cooke
Mayor City Manager
Christopher P. Harder, P.E.
Director, Water Department
William Johnson
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
Winkelmann and Associates, Inc.
6750 Hillcrest Plaza Dr, Suite 215
Dallas, TX 75230
Phone: 972-490-7090
Texas Engineers Firm Registration Number: 89
CSC No. 58608-PM1
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 8
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
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 (DAP MOD)_Subsidiary 02/14/2018
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 Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
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 NONE
02 41 14 Utility Removal/Abandonment NONE
02 41 15 Paving Removal NONE
Division 03 - Concrete
03 30 00 Cast-In-Place Concrete NONE
03 34 13 Controlled Low Strength Material (CLSM) NONE
03 34 16 Concrete Base Material for Trench Repair NONE
03 80 00 Modifications to Existing Concrete Structures NONE
Division 26 - Electrical
26 05 00 Common Work Results for Electrical NONE
26 05 10 Demolition for Electrical Systems NONE
26 05 33 Raceways and Boxes for Electrical Systems NONE
26 05 43 Underground Ducts and Raceways for Electrical Systems NONE
Division 31 - Earthwork
31 10 00 Site Clearing NONE
31 23 16 Unclassified Excavation NONE
31 23 23 Borrow NONE
31 24 00 Embankments NONE
31 25 00 Erosion and Sediment Control NONE
31 36 00 Gabions NONE
31 37 00 Riprap NONE
Division 32 - Exterior Improvements
32 01 17 Permanent Asphalt Paving Repair NONE
32 01 18 Temporary Asphalt Paving Repair NONE
32 01 29 Concrete Paving Repair NONE
32 11 23 Flexible Base Courses NONE
32 11 29 Lime Treated Base Courses NONE
32 11 33 Cement Treated Base Courses NONE
32 11 37 Liquid Treated Soil Stabilizer NONE
32 12 16 Asphalt Paving NONE
32 12 73 Asphalt Paving Crack Sealants NONE
32 13 13 Concrete Paving NONE
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps NONE
32 13 73 Concrete Paving Joint Sealants NONE
32 14 16 Brick Unit Paving NONE
32 16 13 Concrete Curb and Gutters and Valley Gutters NONE
32 17 23 Pavement Markings NONE
32 17 25 Curb Address Painting NONE
32 31 13 Chain Fences and Gates NONE
32 31 26 Wire Fences and Gates NONE
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
Revised March 20, 2020
32 31 29 Wood Fences and Gates NONE
32 32 13 Cast-in-Place Concrete Retaining Walls NONE
32 91 19 Topsoil Placement and Finishing of Parkways NONE
32 92 13 Hydro-Mulching, Seeding, and Sodding NONE
32 93 43 Trees and Shrubs NONE
Division 33 - Utilities
33 01 30 Sewer and Manhole Testing NONE
33 01 31 Closed Circuit Television (CCTV) Inspection NONE
33 03 10 Bypass Pumping of Existing Sewer Systems NONE
33 04 10 Joint Bonding and Electrical Isolation NONE
33 04 11 Corrosion Control Test Stations NONE
33 04 12 Magnesium Anode Cathodic Protection System NONE
33 04 30 Temporary Water Services NONE
33 04 40 Cleaning and Acceptance Testing of Water Mains NONE
33 04 50 Cleaning of Sewer Mains NONE
33 05 10 Utility Trench Excavation, Embedment, and Backfill NONE
33 05 12 Water Line Lowering NONE
33 05 13 Frame, Cover and Grade Rings - Cast Iron NONE
33 05 13.10 Frame, Cover and Grade Rings - Composite NONE
33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to
Grade NONE
33 05 16 Concrete Water Vaults NONE
33 05 17 Concrete Collars NONE
33 05 20 Auger Boring NONE
33 05 21 Tunnel Liner Plate NONE
33 05 22 Steel Casing Pipe NONE
33 05 23 Hand Tunneling NONE
33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate NONE
33 05 26 Utility Markers/Locators NONE
33 05 30 Location of Existing Utilities NONE
33 11 05 Bolts, Nuts, and Gaskets NONE
33 11 10 Ductile Iron Pipe NONE
33 11 11 Ductile Iron Fittings NONE
33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe NONE
33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type NONE
33 11 14 Buried Steel Pipe and Fittings NONE
33 11 15 Pre-Stressed Concrete Cylinder Pipe NONE
33 12 10 Water Services 1-inch to 2-inch NONE
33 12 11 Large Water Meters NONE
33 12 20 Resilient Seated Gate Valve NONE
33 12 21 AWWA Rubber-Seated Butterfly Valves NONE
33 12 25 Connection to Existing Water Mains NONE
33 12 30 Combination Air Valve Assemblies for Potable Water Systems NONE
33 12 40 Fire Hydrants NONE
33 12 50 Water Sample Stations NONE
33 12 60 Standard Blow-off Valve Assembly NONE
33 31 12 Cured in Place Pipe (CIPP) NONE
33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers NONE
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
Revised March 20, 2020
33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer NONE
33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe NONE
33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer
Pipe NONE
33 31 22 Sanitary Sewer Slip Lining NONE
33 31 23 Sanitary Sewer Pipe Enlargement NONE
33 31 50 Sanitary Sewer Service Connections and Service Line NONE
33 31 70 Combination Air Valve for Sanitary Sewer Force Mains NONE
33 39 10 Cast-in-Place Concrete Manholes NONE
33 39 20 Precast Concrete Manholes NONE
33 39 30 Fiberglass Manholes NONE
33 39 40 Wastewater Access Chamber (WAC) NONE
33 39 60 Epoxy Liners for Sanitary Sewer Structures NONE
33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts NONE
33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain NONE
33 41 12 Reinforced Polyethlene (SRPE) Pipe NONE
33 46 00 Subdrainage NONE
33 46 01 Slotted Storm Drains NONE
33 46 02 Trench Drains NONE
33 49 10 Cast-in-Place Manholes and Junction Boxes NONE
33 49 20 Curb and Drop Inlets NONE
33 49 40 Storm Drainage Headwalls and Wingwalls NONE
Division 34 - Transportation
34 41 10 Traffic Signals NONE
34 41 10.01 Attachment A – Controller Cabinet NONE
34 41 10.02 Attachment B – Controller Specification NONE
34 41 10.03 Attachment C – Software Specification NONE
34 41 11 Temporary Traffic Signals NONE
34 41 13 Removing Traffic Signals NONE
34 41 15 Rectangular Rapid Flashing Beacon NONE
34 41 16 Pedestrian Hybrid Signal NONE
34 41 20 Roadway Illumination Assemblies NONE
34 41 20.01 Arterial LED Roadway Luminaires NONE
34 41 20.02 Freeway LED Roadway Luminaires NONE
34 41 20.03 Residential LED Roadway Luminaires NONE
34 41 30 Aluminum Signs NONE
34 71 13 Traffic Control NONE
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 8
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
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
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 6 of 8
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
Revised March 20, 2020
32 14 16 Brick Unit Paving 12/20/2012
32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016
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
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 7 of 8
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
Revised March 20, 2020
33 12 40 Fire Hydrants 01/03/2014
33 12 50 Water Sample Stations 12/20/2012
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
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 8 of 8
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
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
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 8 of 8
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
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
00 42 43
DAP - BID PROPOSAL
Page 1 of 5
1 0241.1118 4"-12" Pressure Plug 02 41 14 EA 3 $1,400.00 $4,200.00
2 3311.0161 6" PVC Water Pipe 31 11 12 LF 4 $90.00 $360.00
3 3311.0261 8" PVC Water Pipe 33 11 12 LF 9 $102.00 $918.00
4 3312.0001 Fire Hydrant 33 12 40 EA 1 $6,000.00 $6,000.00
5 3312.2103 1 1/2" Water Service 33 12 10 EA 1 $2,100.00 $2,100.00
6 3312.2203 2" Water Service 33 12 10 EA 1 $2,340.00 $2,340.00
7 3312.3105 12" Cut-in Gate Valve 33 12 20 EA 1 $2,160.00 $2,160.00
8 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 2 $4,500.00 $9,000.00
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
45
UNIT PRICE BID Bidder's Application
Specification
Section No.
Unit of
Measure
TOTAL UNIT I: WATER IMPROVEMENTS
Bid
Quantity Unit Price Bid Value
Project Item Information
Bidlist Item
No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description
UNIT I: WATER IMPROVEMENTS
$27,078.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bid Proposal_DAP
00 42 43
DAP - BID PROPOSAL
Page 2 of 5
UNIT PRICE BID Bidder's Application
Specification
Section No.
Unit of
Measure
Bid
Quantity Unit Price Bid Value
Project Item Information
Bidlist Item
No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description
1 0241.2102 6" Sewer Abandonment Plug 02 41 14 EA 4 $220.00 $880.00
2 0241.2103 8" Sewer Abandonment Plug 02 41 14 EA 2 $1,800.00 $3,600.00
3 0241.2001 Sanitary Line Grouting 02 41 14 CY 10 $2.50 $25.00
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
45
TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $4,505.00
UNIT II: SANITARY SEWER IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bid Proposal_DAP
00 42 43
DAP - BID PROPOSAL
Page 3 of 5
UNIT PRICE BID Bidder's Application
Specification
Section No.
Unit of
Measure
Bid
Quantity Unit Price Bid Value
Project Item Information
Bidlist Item
No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description
1 3213.0102 7" Conc Pvmt 32 13 13 SY 326 $46.80 $15,256.80
2 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 6 $1,500.00 $9,000.00
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
45
UNIT IV: PAVING IMPROVEMENTS
TOTAL UNIT IV: PAVING IMPROVEMENTS $24,256.80
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bid Proposal_DAP
00 42 43
DAP - BID PROPOSAL
Page 4 of 5
UNIT PRICE BID Bidder's Application
Specification
Section No.
Unit of
Measure
Bid
Quantity Unit Price Bid Value
Project Item Information
Bidlist Item
No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description
1 3441.3110 Install Lighting Fixture 34 41 20 EA 3 $1,740.00 $5,220.00
2 3441.3201 LED Lighting Fixture 34 41 20 EA 3 $1,740.00 $5,220.00
3
4
5
6
7
8
9
10
11
12
13
14
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20
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24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
45
TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS
UNIT V: STREET LIGHTING IMPROVEMENTS
$10,440.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bid Proposal_DAP
00 42 43
DAP - BID PROPOSAL
Page 5 of 5
UNIT PRICE BID Bidder's Application
Specification
Section No.
Unit of
Measure
Bid
Quantity Unit Price Bid Value
Project Item Information
Bidlist Item
No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description
This Bid is submitted by the entity named below:
BIDDER:BY:
Nationwide Construction
721 S. 5th Avenue
TITLE:
Mansfield, TX 76063 DATE:
45
END OF SECTION
UNIT IV: PAVING IMPROVEMENTS
UNIT V: STREET LIGHTING IMPROVEMENTS
$4,505.00
$24,256.80
$10,440.00
$27,078.00
Contractor agrees to complete WORK for FINAL ACCEPTANCE within
UNIT II: SANITARY SEWER IMPROVEMENTS
working days after the date when the
CONTRACT commences to run as provided in the General Conditions.
Don Reed
Bid Summary
Senior Project Manager
11/2/2021
UNIT I: WATER IMPROVEMENTS
$66,279.80Total Construction Bid
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bid Proposal_DAP
00 45 12
DAP PREQUALIFICATION STATEMENT
Page 1 of 1
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT – DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement 2015_DAP
Form Version September 1, 2015
SECTION 00 45 12
DAP – PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the “Major Work
Type” box provide the complete major work type and actual description as provided by the Water
Department for water and sewer and TPW for paving.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
Water New Development –
New 8” PVC, 2”, 1” services
with associated cut-in tees,
valves, saddles, etc, 1 Fire
Hydrant with 6” lead and
associated cut-in tee, valve,
saddles, etc.
Street Light Improvements –
Upgrade Luminaires to LED
Concrete Paving – Drive
approaches and P-1 ramps
<List Work Type Here or
Blank>
<Company Name Here or Blank> <Date Here or
Blank>
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Nationwide Construction BY: Don Reed
721 S. 5th Avenue
_________________________________________
Mansfield, TX 76063 (Signature)
TITLE: Senior Project Manager
DATE: 11/02/2021
END OF SECTION
Xkava, Inc.
7990 Mansfield Highway
Kennedale, Tx 76060
Electrical Maintence Service
PO Box 2008
Mansfield, TX 76063
PW000561
11/08/2022
Sanchez Construction
4204 NE 28th
Haltom City
Maverick Utilities
Construction, Inc.
Fox Electric, LTD
04-30-2023
01-12-23
1
2
3
00 45 26 • 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 2
4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
5 provides worker's compensation insurance coverage for all of its employees employed on City
6 Project No. 103758. Contractor further certifies that, pursuant to Texas Labor Code, Section
7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
8 worker's compensation coverage.
9
10 CONTRACTOR:
11
12 Nationwide Construction By: Don Reed
13 Company (Please Print)
14
15 721 S. 5t' Avenue Signature:
16 Address
17
18 Mansfield, TX 76063 Title: Senior Project Manager
19 City/State/Zip (Please Print)
20
21
22 THE STATE OF TEXAS §
23
24 COUNTY OF TARRANT §
25
26 BEFORE ME, the undersigned authority, on this day personally appeared
27 Don Reed . known to me to be the person whose name is
28 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the
29 same as the act and deed of '7z+r1t c r- oAecA- . Di rac; c (or the purposes and
30 consideration therein expressed and in the capacity therein stated.
31
32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this k SA--Ir-• day of
33 NI aW 20,21,1
34
35
36
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2, 2014
��,Ct�t Premier Truck Rental
4'N:•,� ity Project No. 103758
i;;, r My Notary I # 7091M4
'�!' 18, �
00 45 26 - 2
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 2 of 2
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103758
Revised April 2, 2014
Notary Public in and for the State of Texas 1
2
END OF SECTION 3
00 52 43 - 1
Developer Awarded Project Agreement
Page 1 of 6
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No.103758
Revised June 16, 2016
SECTION 00 52 43 1
AGREEMENT 2
THIS AGREEMENT, authorized on ______________is made by and between the Developer, RTT 3
FORT WORTH REAL ESTATE, LLC. authorized to do business in Texas (“Developer”) , and 4
__Nationwide Construction_______________________, authorized to do business in Texas, 5
acting by and through its duly authorized representative, (“Contractor”). 6
Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree 7
as follows: 8
Article 1. WORK 9
Contractor shall complete all Work as specified or indicated in the Contract Documents for the 10
Project identified herein. 11
Article 2. PROJECT 12
The project for which the Work under the Contract Documents may be the whole or only a part 13
is generally described as follows: 14
Premier Truck Rental__________________________________________________________ 15
City Project No. 103758 ______________________________________________________ 16
Article 3. CONTRACT TIME 17
3.1 Time is of the essence. 18
All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 19
Documents are of the essence to this Contract. 20
3.2 Final Acceptance. 21
The Work will be complete for Final Acceptance within 45 working days after the date 22
when the Contract Time commences to run as provided in Paragraph 12.04 of the 23
Standard City Conditions of the Construction Contract for Developer Awarded Projects. 24
3.3 Liquidated damages 25
Contractor recognizes that time is of the essence of this Agreement and that Developer 26
will suffer financial loss if the Work is not completed within the times specified in 27
Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 28
of the Standard City Conditions of the Construction Contract for Developer Awarded 29
Projects. The Contractor also recognizes the delays, expense and difficulties involved in 30
09/07/2022
00 52 43 - 2
Developer Awarded Project Agreement
Page 2 of 6
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No.103758
Revised June 16, 2016
proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 31
completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 32
that as liquidated damages for delay (but not as a penalty), Contractor shall pay 33
Developer Ten and no Dollars ($10.00) for each day that expires after the time specified 34
in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. 35
Article 4. CONTRACT PRICE 36
Developer agrees to pay Contractor for performance of the Work in accordance with the 37
Contract Documents an amount in current funds of __Sixty Six Thousand Two Hundred Seventy 38
Nine and 80/100 dollars ($66,279.80) 39
Article 5. CONTRACT DOCUMENTS 40
5.1 CONTENTS: 41
A. The Contract Documents which comprise the entire agreement between Developer 42
and Contractor concerning the Work consist of the following: 43
1. This Agreement. 44
2. Attachments to this Agreement: 45
a. Bid Form (As provided by Developer) 46
1) Proposal Form (DAP Version) 47
2) Prequalification Statement 48
3) State and Federal documents (project specific) 49
b. Insurance ACORD Form(s) 50
c. Payment Bond (DAP Version) 51
d. Performance Bond (DAP Version) 52
e. Maintenance Bond (DAP Version) 53
f. Power of Attorney for the Bonds 54
g. Worker’s Compensation Affidavit 55
h. MBE and/or SBE Commitment Form (If required) 56
3. Standard City General Conditions of the Construction Contract for Developer 57
Awarded Projects. 58
4. Supplementary Conditions. 59
00 52 43 - 3
Developer Awarded Project Agreement
Page 3 of 6
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No.103758
Revised June 16, 2016
5. Specifications specifically made a part of the Contract Documents by attachment 60
or, if not attached, as incorporated by reference and described in the Table of 61
Contents of the Project’s Contract Documents. 62
6. Drawings. 63
7. Addenda. 64
8. Documentation submitted by Contractor prior to Notice of Award. 65
9. The following which may be delivered or issued after the Effective Date of the 66
Agreement and, if issued, become an incorporated part of the Contract 67
Documents: 68
a. Notice to Proceed. 69
b. Field Orders. 70
c. Change Orders. 71
d. Letter of Final Acceptance. 72
73
74
00 52 43 - 4
Developer Awarded Project Agreement
Page 4 of 6
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No.103758
Revised June 16, 2016
Article 6. INDEMNIFICATION 75
6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 76
expense, the city, its officers, servants and employees, from and against any and all 77
claims arising out of, or alleged to arise out of, the work and services to be performed by 78
the contractor, its officers, agents, employees, subcontractors, licenses or invitees under 79
this contract. This indemnification provision is specifically intended to operate and be 80
effective even if it is alleged or proven that all or s ome of the damages being sought 81
were caused, in whole or in part, by any act, omission or negligence of the city. This 82
indemnity provision is intended to include, without limitation, indemnity for costs, 83
expenses and legal fees incurred by the city in defending against such claims and causes 84
of actions. 85
86
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 87
the city, its officers, servants and employees, from and against any and all loss, damage 88
or destruction of property of the city, arising out of, or alleged to arise out of, the work 89
and services to be performed by the contractor, its officers, agents, employees, 90
subcontractors, licensees or invitees under this contract. This indemnification provision 91
is specifically intended to operate and be effective even if it is alleged or proven that all 92
or some of the damages being sought were caused, in whole or in part, by any act, 93
omission or negligence of the city. 94
95
Article 7. MISCELLANEOUS 96
7.1 Terms. 97
Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 98
the Construction Contract for Developer Awarded Projects. 99
7.2 Assignment of Contract. 100
This Agreement, including all of the Contract Documents may not be assigned by the 101
Contractor without the advanced express written consent of the Developer. 102
7.3 Successors and Assigns. 103
Developer and Contractor each binds itself, its partners, successors, assigns and legal 104
representatives to the other party hereto, in respect to all covenants, agreements and 105
obligations contained in the Contract Documents. 106
00 52 43 - 5
Developer Awarded Project Agreement
Page 5 of 6
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No.103758
Revised June 16, 2016
7.4 Severability. 107
Any provision or part of the Contract Documents held to be unconstitutional, void or 108
unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109
remaining provisions shall continue to be valid and binding upon DEVELOPER and 110
CONTRACTOR. 111
7.5 Governing Law and Venue. 112
This Agreement, including all of the Contract Documents is performable in the State of 113
Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 114
Northern District of Texas, Fort Worth Division. 115
116
7.6 Authority to Sign. 117
Contractor shall attach evidence of authority to sign Agreement, if other than duly 118
authorized signatory of the Contractor. 119
120
IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 121
counterparts. 122
123
This Agreement is effective as of the last date signed by the Parties (“Effective Date”). 124
125
Contractor: Developer:
Nationwide Construction RTT FORT WORTH REAL ESTATE, LLC
By: By:
(Signature) (Signature)
00 52 43 - 6
Developer Awarded Project Agreement
Page 6 of 6
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No.103758
Revised June 16, 2016
(Printed Name) (Printed Name)
Title: Title:
Company Name: Company name:
Address: Address:
City/State/Zip: City/State/Zip:
___________________________
Date Date
126
Senior Project Manager
Nationwide Construction
721 S. 5th Avenue
Mansfield, TX 76063
09/07/2022
Don Reed
RTT FORT WORTH REAL ESTATE, LLC
Rob Troxel
Chief Executive Officer
9138 Bluffton Road
Fort Wayne, In 46809
09-07-2022
7th day of September, 2022
7th day of September, 2022.
1
2
3
4
5
6
7
8
9
10
11
12
13
f
15 Witness as to Surety Telephone Number: 972-387-3000
16
17
18
006213-3
PERFORMANCE BOND
Page 3 of 3
SURETY:
SureTec Insurance Company
BY:
Signature
Lvnsie DeCet. Attornev-in-fact
Name and Title
Address: 13760 Noel Road. Suite 600
Dallas. TX 75240
19 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the
20 by-laws showing that this person has authority to sign such obligation. If Surety's physical address is
21 different from its mailing address, both must be provided.
22
23 The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS 103758
Revised January 31, 2012
Premier Truck Rental
City Project No. 103758
POA #: 4221060
SureTec Insurance Company
LIMITED POWER OF ATTORNEY
Know All Men by These Presen14 That SURETEC INSURANCE COMPANY (the"Company"), a corporation duly organized and
existing under the laws of the State ofTexas, and having its principa 1 office in Houston, Harris County, Texas, does by these presents
make, constitute andappoint
Frank Swingle, Warren Gravely, Jr., Ed Veale, Matthew B Elmore, Kirk D. Dreyer, John M. Huff, Stacey Healy,
DeAnna Hansford Crombie, Lynsie DeCet, Lawrence Wesson, Jr., Katie Hunt
its true and lawful Attomey-in-tact, with full power and authonty hereby conferred in its name, place and stead, to execute, acknowle dge
and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to inc lude waivers to the
conditions of contracts and consents of surety for, providing the bond penalty does not exceed
Five Million and 00/100 Dollars ($5,000,000.00)
and to bind the Company therebyas fully and to the same extentas if such bond were signed by the President, sealed with the corporate
seal of the Company and duly attested by its Secretary, hereby ratifyingand confirmingallthat the said Attomey-in-Factm ay do in the
premises. Said appointment is made under and by authority of the following resolutions of the B oard of Directors of the SureTec
Insurance Company:
Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is
hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for an d o n
behalf of the Company subject to the following provisions:
Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and
deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary.
Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney o r
any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be v a l i d
and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at meeting held on 20'h ojApril,
1999.)
In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its President, and its corporate seal
to be hereto affixed this 14th day of April , A.D. 2022 .
State of Texas
County of Harris
ss:
SURETEC INSURANCE COMPANY
By:
Michael C. Keimig, Presiden
On this 14th day of April , A.D. 2022 before me personally came Michael C. Keimig, to me known, who, being by me duly sworn, did dep o s e
and say, that he resides in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company described in and which executed
the above instrument; that he knows the seal ofsaid Company; that the seal affixed to said instrument is such corporate seal; that it was so affix ed by
order of the Board of Directors ofsaid Company; and that he signed his name thereto by like order.
;., XENIA RIVAS
°6`\ Notary Public State of Texas -
�Commission # 129117659
�'4r�`,,'..,. Commission Expires 9/10/24
Xeni , Notary Publlic
My c mmission expires September 10, 2024
I, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy
of a Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors , s et
out in the Power of Attorney are in full force and effect.
Given under my hand and the seal of sa id Company at Houston, Texas this 16th day of December 2021 , A.D.
M. B'r'entBeaty, AssistaniSecretary
Any instrument issued in excess of the penalty stated above is totally void and without any validity. 4221060
For verification of the authority of this power you may call (713) 812-0800 any business day between 8:30 am and 5:00 pm CST.
7th day of September, 2022
7th day of September, 2022.
006214-3
PAYMENT BOND
Page 3 of 3
SURETY:
SureTec Insurance Company
ATTEST: BY:
(Surety) Secretary
Witness as to Surety
1
Lvnsie DeCet. Attornev-in-fact
Name and Title
Address: 13760 Noel Road. Suite 600
Dallas. TX 75240
Telephone Number: 972-387-3000
2 Note: If signed by an officer of the Surety, there must be on file a certified 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.
5
6 The date of the bond shall not be prior to the date the Contract is awarded.
7 END OF SECTION
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 103758
Revised January 31, 2012
Premier Truck Rental
ss:
pop #: 4221060
SureTec Insurance Company
LIMITED POWER OF ATTORNEY
Know AliMen by These Present.% That SURETEC INSURANCE COMPANY (the"Company"), a corporation d uly organ ized and
existing under the laws of the State ofTexas, and having its principal office in Houston, Harris County, Texas, do es by these p resents
make, constitute and appoint
Frank Swingle, Warren Gravely, Jr, Ed Veale, Matthew B Elmore, Kirk D. Dreyer, John M. Huff, Stacey Healy,
DeAnna Hansford Crombie, Lynsie DeCet. Lawrence Wesson, Jr., Katie Hunt
its true and lawful Attorney -in -tact, with full power and authonty hereby conferred in its name, place and stead, to execute, acknowledge
and deliver any and allbonds, recognizances, undertakings or other instruments or contracts of suretyshiptoinclude waivers to the
conditions of contracts and consents of surety for, providing the bond penalty does not exceed
Five Million and 00/100 Dollars ($5,000,000.00)
and to bind the Company therebyas fully and to the same extentas if such bond were signed by the President, sealed with the corporate
seal of the Company and duly attested by its Secretary, hereby ratifying andconfrmingallthat the said Attomey-in-Factm ay do in the
premises. Said appointment is made under and by authority of the followingresolutions of the Board of Directors of the SureTec
Insurance Company:
Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is
hereby vested with full power and authority to appoint any one or more suitable persons as Attorneys) -in -Fact to represent and act for and on
behalf of the Company subject to the following provisions:
Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and
deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary.
Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or
any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid
and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held on 2 0"h of A ril,
1999.)
In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its President, and its corporate seal
to be hereto affixed this 14th day of April , A.D. 2022 .
State of Texas
County of Harris
On this 14th day of April , A.D. 2022 before me personally came Michael C. Keimig, to me known, who, being by me duly sworn, did dep os e
and say, that he resides in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company described in and which executed
the above instrument; that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affix ed by
order of the Board of Directors of said Company; and that he signed his name thereto by like order.
•'' XENIA RIVAS
................
°`� Notary Public State of Texas
avt"
Commission # 129117659
;.r,,,c*•, Xeni ,NotaryPublic
�•�•Commission Expires 9/10124
SURETEC INSURANCE COMPANY
By:
Michael C. Keimig, Presiden
My c mmission expires September 10, 2024
1, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy
ofa Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors, s et
out in the Power of Attorney are in full force and effect.
Given under my hand and the seal of said Company at Houston, Texas this 16th day of December , 2021 , A.D.
nt Beaty, Assistant Secretary
Any instrument Issued in excess oldie penalty stated above is totally void and without any validity. 4221060
For verification of the authority of this power you may call (713) 812-0800 any business daybetween 8:30 am and 5:00 pm CST.
7th day of September, 2022,
006219-2
MAINTENANCE BOND
Page 2 of 4
1 free from defects in materials or workmanship for and during the period of two (2) years after the
2 date of Final Acceptance of the Work by the City ("Maintenance Period"); and
3 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon
4 receiving notice from the Developer and/or City of the need thereof at any time within the
5 Maintenance Period.
6 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any
7 defective Work, for which timely notice was provided by Developer or City, to a completion
8 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full
9 force and effect.
10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed
11 defective Work, it is agreed that the Developer or City may cause any and all such defective Work to
12 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and
13 the Surety under this Maintenance bond; and
14 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant
15 County, Texas or the United States District Court for the Northern District of Texas, Fort Worth
16 Division; and
17 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive
18 recoveries may be had hereon for successive breaches.
19
20
21
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Premier Truck Rental
City Project No. 103758
7th day of September, 2022.
006219-4
MAINTENANCE BOND
Page 4 of 4
1 SURETY:
2 SureTec Insurance Company
3
4
5
6
7
8 Lvnsie Decet. Attorney -in -fact
9 ATTEST: / Name and Title
10 tq
`n C/ L, r[ ,' Address: 13760 Noel Road, Suite 600
12 (SurDallas. TX 75240
13
14
15 Witness as to Surety Telephone Number: 972-387-3000
16
BY: \
Signature
17 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the
18 by-laws showing that this person has authority to sign such obligation. If Surety's physical address is
19 different from its mailing address, both must provided.
20 The date of the bond shall not be prior to the date of the Contract awarded.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Premier Truck Rental
City Project No. 103758
POA #: 4221060
SureTec Insurance Company
LIMITED POWER OF ATTORNEY
Know All Men by These Present.% That SURETEC INSURANCE COMPANY (the"Company"), a corporation d uly organ ized and
existing under the laws of the State ofTexas, and having its principal office in Houston, Harris County, Texas, does by th ese presents
make, constitute and appoint
Frank Swingle, Warren Gravely, Jr., Ed Veale, Matthew B Elmore, Kirk D. Dreyer, John M. Huff, Stacey Healy,
DeAnna Hansford Crombie, Lynsie DeCet, Lawrence Wesson, Jr., Katie Hunt
its true and lawful Attorney -in -tact, with fullpower and authority hereby conferred in its name, place and stead, to execute, acknowledge
and dehver any a nd a ll bonds, recognizances, undertakings or other instruments or contracts of suretyship to inc lude waivers to the
conditions of contracts and consents of surety for, providing the bond penalty does not exceed
Five Million and 00/100 Dollars ($5,000,000.00)
and to bindthe Company therebyas fully and to the same extentas if such bond were signed by the President, sealed with the co rporate
seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attomey-in-Fact m ay do in the
premises. Said appointment is made under and by authority of the following resolutions of the Board of Directors of the SureTec
Insurance Company:
Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary sh all be and is
hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for an d o n
behalf of the Company subject to the following provisions:
Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and
deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and al I
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary.
Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney o r
any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid
and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at meeting held on 20'h ojApril,
1999.)
In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its President, and its corporate seal
to be hereto affixed this 14th day of April , A.D. 2022 .
State of Texas
County of Harris
ss:
SURETEC INSURANCE COMPANY
By: I,iidRLX4"C
Michael C. Keimig, Presiden
On this 14th day of April , A.D. 2022 before me personally came Michael C. Keimig, to me known, who, being by me duly sworn, did dep o s e
and say, that he resides in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company described in and which ex ec u ted
the above instrument; that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was s o a ffixed by
order of the Board of Directors of said Company; and that he signed his name thereto by like order.
XENIA ?��r ` Notary Public State of Texas
o;•
. .. Commission # 129117659 •°``.. Commission Expires 9/10/24 Xeni ,Notary Public
My com mission expires September 10, 2024
1, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy
ofa Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors, s et
out in the Power of Attorney are in full force and effect.
Given under my hand and the seal of said Company at Houston, Texas this 16 day of December
2021
M. B'r'ent Beaty, Assists nI Secretary
Any instrument Issued in excess of the penalty stated above is totally void and without any validity. 4221060
For verification of the authority of this power you may call (713) 812-0800 any business daybetween 8:30 am and 5:00 pm CST.
, A.D.
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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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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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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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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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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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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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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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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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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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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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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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
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-
None
None
None
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way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at-grade crossing, other work or activity is
proposed on a railroad company’s right-of-way at a location entirely separate from the
grade separation or at-grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company’s
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company’s property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor’s beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
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Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor’s representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City’s written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
5.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made 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
x
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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
x
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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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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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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
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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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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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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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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
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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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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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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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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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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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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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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 11 00 - 1
DAP SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 103758
Revised December 20, 2012
SECTION 01 11 00 1
SUMMARY OF WORK 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Summary of Work to be performed in accordance with the Contract Documents 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10
2. Division 1 - General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Work Covered by Contract Documents 18
1. Work is to include furnishing all labor, materials, and equipment, and performing 19
all Work necessary for this construction project as detailed in the Drawings and 20
Specifications. 21
B. Subsidiary Work 22
1. Any and all Work specifically governed by documentary requirements for the 23
project, such as conditions imposed by the Drawings or Contract Documents in 24
which no specific item for bid has been provided for in the Proposal and the item is 25
not a typical unit bid item included on the standard bid item list, then the item shall 26
be considered as a subsidiary item of Work, the cost of which shall be included in 27
the price bid in the Proposal for various bid items. 28
C. Use of Premises 29
1. Coordinate uses of premises under direction of the City. 30
2. Assume full responsibility for protection and safekeeping of materials and 31
equipment stored on the Site. 32
3. Use and occupy only portions of the public streets and alleys, or other public places 33
or other rights-of-way as provided for in the ordinances of the City, as shown in the 34
Contract Documents, or as may be specifically authorized in writing by the City. 35
a. A reasonable amount of tools, materials, and equipment for construction 36
purposes may be stored in such space, but no more than is necessary to avoid 37
delay in the construction operations. 38
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 103758
Revised December 20, 2012
b. Excavated and waste materials shall be stored in such a way as not to interfere 1
with the use of spaces that may be designated to be left free and unobstructed 2
and so as not to inconvenience occupants of adjacent property. 3
c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4
manner as not to interfere with the operation of the railroad. 5
1) All Work shall be in accordance with railroad requirements set forth in 6
Division 0 as well as the railroad permit. 7
D. Work within Easements 8
1. Do not enter upon private property for any purpose without having previously 9
obtained permission from the owner of such property. 10
2. Do not store equipment or material on private property unless and until the 11
specified approval of the property owner has been secured in writing by the 12
Contractor and a copy furnished to the City. 13
3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14
obstructions which must be removed to make possible proper prosecution of the 15
Work as a part of the project construction operations. 16
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 17
lawns, fences, culverts, curbing, and all other types of structures or improvements, 18
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 19
appurtenances thereof, including the construction of temporary fences and to all 20
other public or private property adjacent to the Work. 21
5. Notify the proper representatives of the owners or occupants of the public or private 22
lands of interest in lands which might be affected by the Work. 23
a. Such notice shall be made at least 48 hours in advance of the beginning of the 24
Work. 25
b. Notices shall be applicable to both public and private utility companies and any 26
corporation, company, individual, or other, either as owners or occupants, 27
whose land or interest in land might be affected by the Work. 28
c. Be responsible for all damage or injury to property of any character resulting 29
from any act, omission, neglect, or misconduct in the manner or method or 30
execution of the Work, or at any time due to defective work, material, or 31
equipment. 32
6. Fence 33
a. Restore all fences encountered and removed during construction of the Project 34
to the original or a better than original condition. 35
b. Erect temporary fencing in place of the fencing removed whenever the Work is 36
not in progress and when the site is vacated overnight, and/or at all times to 37
provide site security. 38
c. The cost for all fence work within easements, including removal, temporary 39
closures and replacement, shall be subsidiary to the various items bid in the 40
project proposal, unless a bid item is specifically provided in the proposal. 41
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CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 103758
Revised December 20, 2012
1.5 SUBMITTALS [NOT USED] 1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.7 CLOSEOUT SUBMITTALS [NOT USED] 3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.9 QUALITY ASSURANCE [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
01 25 00 -1
DAP SUBST ITUTION PROCEDURES
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised August 30,2013
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 descr iptive 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.Cat alog number
2.Substi tutions are not "or-equals".
B.Deviations from this Ci ty of Fort Worth Standard Specification
1.None.
C.Rel ated Specification Sections incl ude,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.Wor k associated with this Item is considered subsidiary to the various items bid.No
separate payment wi ll be allowed for t his Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Request for Substi tution -General
1.Within 30 days after award of Contract (unless noted other wise),the City will
consider formal requests from Contractor for substitution of products in place of
those specified.
2.Cer tain 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.Whe n this method of specifying is used,it is not intended to exclude f rom
consideration other products bearing other manufacturer's or vendor's names,
trade names,or catalog numbers,provided said products are "or -equa ls,"as
determined by City.
3.Other types of equipment and ki nds of material may be acceptable substitutions
under the following conditions:
a.Or-equa ls are unavailable due to strike,discontinued production of products
meeting specified requirements,or other factors beyond control of Contractor;
or,
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
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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 stat ed herein
2.Submit 3 copies of each written request for substitution,including:
a.Documentation
1)Complete data substantiating compliance of proposed substitution with
Cont ract 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 t ag 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 compar ison of original and proposed product addressing product
cha racteristics including,but not necessaril y 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 knowledgea ble 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 pr operty of the City.
c.For construction methods :
1)Detailed description of pr oposed method
2)Illustration drawings
C.Approval or Rejection
1.Wr itten approval or rejection of substitution given by the City
2.City reserves the right to r equire proposed product to comply with color and pattern
of specified product if necessary to secure design intent.
3.In the event the subst itution is approved,if a reduction in cost or time results,it will
be documented by Change Order.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
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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 reque st 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 p erform function for which it
is intended
2.Will provide same guarantee for substitute item as for pr oduct specified
3.Will coordinate installation of accepted substitution into Work,to include building
modifications if nece ssary,making such changes as may be required for Work to be
complete in all respects
4.Wa ives 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
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised August 30,2013
EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
TO:
PROJECT:DATE:
We hereby submit for your considerati on 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 undersi gned contr actor pay for changes to the building design,including engi neeringanddetailingcostscausedbytherequestedsubstitution?
B.Wha t effect does substitution have on other trades?
C.Differences between proposed substitution and specified item?
D.Differences in product cost or product del iver y time?
E.Manufacturer's guarantees of the proposed and specified items are:
Equal Better (explain on attachment)
The undersigned states t hat the function,appearance and quality are equivalent or superi or to the
specified item.
Submitted By:For Use by City
Signature Recommended Recommended
as noted
Firm Not r ecommended Received late
Address By
Date
Date Remarks
Telephone
For Use by City:
Approved Rejected
City Date
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DAP PRECONSTRUCTION MEETING
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised August 30,2013
SECTION 01 31 19
PRECONSTRUCTION MEETING
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Provisions for the preconstruction meeting to be held prior to the start of Work to
clarify construction contract administration procedures
B.Deviations from this Cit y of Fort Worth Standard Specification
1.No construction schedule required unless requested by the City.
C.Rel ated Specification Sections incl ude,but are not necessarily limited to:
1.Division 0 –Bidding Requirements,Contract Forms and Conditions of the Contract
2.Division 1 –General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1.Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Coordination
1.Attend preconstruction meeting.
2.Repr esentatives of Contractor,subcontractors and suppliers att ending meet ings
shall be qualified and authorized to act on behalf of the entity each represents.
3.Meeting administered by City may be tape recorded.
a.If recorded,tapes will be used to prepare minutes and retained by City for
future reference.
B.Preconstruction Meeting
1.A preconstruction meeting wil l be held within 14 days after the delivery of the
distribution package to the City.
a.The meeting will be scheduled and administered by the City.
2.The Project Representative wil l preside at the meeting,prepare the notes of the
meeting and distribut e copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3.Attendance shall include:
a.Developer and Consultant
b.Contractor's project manager
c.Contractor's superintendent
d.Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised August 30,2013
e.Other City representatives
f.Others as appropriate
4.Preli minary Agenda may include:
a.Introduction of Proj ect Personnel
b.General Description of Project
c.Status of right-of-way,utility clearances,easements or other pertinent permits
d.Contractor’s work plan and schedule
e.Contract Time
f.Notice to Proceed
g.Construction Staking
h.Progress Payments
i.Ext ra Work and Change Order Procedures
j.Field Orders
k.Disposal Site Letter for Waste Material
l.Insurance Renewal s
m.Payroll Certification
n.Material Certifications and Quality Control Testing
o.Public Safety and Convenience
p.Documentation of Pre-Construction Conditions
q.We ekend Work Notification
r.Legal Holidays
s.Trench Safety Plans
t.Confined Space Entry Standards
u.Coordination with the City’s representative for operations of existing water
systems
v.Storm Water Pollution Prevention Plan
w.Coordination with other Contractors
x.Ear ly Warning System
y.Contractor Evaluation
z.Special Conditions applicable to the proj ect
aa.Damages Claims
bb.Submittal Procedur es
cc.Substit ution Procedures
dd.Correspondence Routing
ee.Recor d Drawings
ff.Temporary construction facilities
gg.MBE/SBE procedures
hh.Final Acceptance
ii.Final Payment
jj.Questions or Comments
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised August 30,2013
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
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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
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.Rel ated Specification Sections incl ude,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 t he
vicinity of and to be affected by construction.
a.Provide digital copy of video upon request by the City.
2.Ret ain 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]
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised August 30,2013
PART 3 -EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
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DAP SUBMITTALS
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised August 30,2013
SECTION 01 33 00
DAP SUBMITTALS
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.General methods and requirements of submissions applicable to the following
Work-related submittals:
a.Shop Drawings
b.Product Data (including Standard Product List submittals)
c.Samples
d.Mock Ups
B.Deviations from this Cit y of Fort Worth Standard Specification
1.None.
C.Rel ated Specification Sections incl ude,but are not necessarily limited to:
1.Division 0 –Bidding Requirements,Contract Forms and Conditions of the Contract
2.Division 1 –General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1.Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Coordination
1.Notify the City in writing,at the time of submi ttal,of any deviations in the
submittals from the requirements of the Contract Documents.
2.Coordination of Submittal Times
a.Prepare,prioritize and transmit each submittal sufficiently in advance of
per forming the related Work or other applicable activities,or withi n the time
specified in the individual Work Sections,of the Specifications.
b.Contractor is responsible such that the installation wil l not be delayed by
processing times incl uding,but not limited to:
a)Disapproval and resubmittal (if required)
b)Coordination with other submittals
c)Testing
d)Purchasing
e)Fabrication
f)Deliver y
g)Similar sequenced activities
c.No extension of time wil l be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
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d.Make submittals promptly in accordance with approved schedule,and in such
sequence as to cause no delay in t he Work or in the work of any other
contractor.
B.Submittal Numbering
1.Whe n submitting shop drawings or samples,utilize a 9-character submittal cross-
refer ence identification numbering system in t he following manner:
a.Use the first 6 digits of the applicable Specification Section Number.
b.For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c.Last use a letter,A-Z,indicat ing the resubmissi on of the same drawing (i.e.
A=2nd submission,B=3rd submission,C=4th submissi on,etc.).A typical
submittal number would be as follows:
03 30 00-08-B
1)03 30 00 is the Specification Section for Concrete
2)08 is the eighth initi al submittal under this Specification Section
3)B is the third submission (second res ubmission)of t hat particular shop
drawing
C.Contractor Certification
1.Review shop drawings,product data and samples,including those by
subcontractors,pri or to submissi on to determine and verify the followi ng:
a.Field measurement s
b.Field construction criteria
c.Cat alog number s and similar data
d.Conformance with the Contract Documents
2.Provide each shop drawing,sample and product data submitted by the Contr actor
with a Certificati on Statement affixed including:
a.The Contractor's Co mpany name
b.Signature of submittal reviewer
c.Certification Statement
1)“By this submi ttal,I hereby represent that I have determined and verified
field measurements,field construct ion criteria,materi als,dimensions,
ca tal og numbers and similar data and I have checked and coordinated each
item with other applica ble approved shop drawings."
D.Submittal Format
1.Fold shop drawings lar ger than 8 ½inches x 11 inches to 8 ½inches x 11inches.
2.Bi nd shop drawings and product data sheets together.
3.Order
a.Cover Sheet
1)Description of Packet
2)Contractor Certification
b.Li st of items /Table of Contents
c.Product Data /Shop Drawings/Samples /Calculations
E.Submittal Content
1.The date of submission and the dates of any pr evious submissions
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2.The Project title and number
3.Cont ractor identification
4.The names of:
a.Contractor
b.Supplier
c.Manufacturer
5.Identification of the product,with the Specification Section number,page and
paragraph(s)
6.Field di mensions,clearly identifi ed as such
7.Rel ati on to adjacent or critical features of the Work or materials
8.Applicable standards,such as ASTM or Federal Specification number s
9.Identification by highlighting of deviations from Contract Documents
10.Identification by highlighting of revisions on resubmittals
11.An 8-inch x 3-inch blank space for Contractor and City stamps
F.Shop Drawings
1.As specified in individual Work Sections includes,but is not necessarily li mited to:
a.Custom-prepared data such as fabrication and erection/installation (working)
drawings
b.Scheduled information
c.Setting diagrams
d.Actual shopwork manuf acturi ng instructions
e.Custom templates
f.Special wiring diagrams
g.Coordination drawings
h.Individual system or equipment inspec tion and test reports including:
1)Performance curves and cert ifications
i.As applicable to the Work
2.Details
a.Relation of the various parts to the main members and lines of the st ruct ure
b.Where correct fabrication of the Work depe nds upon field measurements
1)Provide such measurements and note on the drawings prior to submitting
for approval.
G.Product Data
1.For submittals of product data for pr oducts included on th e City’s Standard Product
Li st,clearly identify each item sel ected for use on the Project.
2.For submittals of product data for pr oducts not included on the City’s Standard
Product List,submittal data may include,but is not necessarily limited to :
a.Standard prepared data for manufac tured products (sometimes referred to as
ca tal og data)
1)Such as the manufacturer's product specification and installation
instructions
2)Availabil ity of colors and patterns
3)Manufacturer's printed statements of compliances and app licability
4)Roughing-in diagrams and templates
5)Cat alog cuts
6)Product photographs
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
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7)Standard wiring diagrams
8)Printed performance curves and operational-range diagrams
9)Production or quality control inspection and test reports and certifications
10)Mill reports
11)Product operating and maintenance instructions and recommended
spare-parts listing and printed product warranties
12)As applicable to the Work
H.Samples
1.As specified in individual Sections,include,but are not necess arily limited to:
a.Physical examples of the Work such as :
1)Sec tions of manufactured or fabricated Work
2)Small cut s or containers of materials
3)Complete units of repetitively used products color/texture/pattern swatches
and range sets
4)Specimens for coordination of visual effect
5)Graphic symbols and uni ts of Work to be used by the City for independent
inspection and testing,as applicable to the Work
I.Do not start Work requiring a s hop drawing,sample or product data nor any material to
be fabricated or installed prior to t he approval or qualified approval of such item.
1.Fabrication perfor med,mat erials purchased or on -site construction accomplished
which does not conform to approved shop drawings and data is at the Contractor's
risk.
2.The City will not be liable for any expense or delay due to corrections or remedies
requir ed to accomplish conformity.
3.Complete project Work,materials,fabrication,and installations in conformance
with approved shop drawings,applicable samples,and product data.
J.Submittal Distribution
1.El ectr onic Distribution
a.Confirm development of Project directory for electronic submittals to be
uploaded to City’s Buzzsaw site, or another external FTP site approved by the
City.
b.Shop Drawings
1)Upload submittal to desi gnated project directory and notify appropriate
Ci ty representatives via email of submittal posting.
2)Hard Copies
a)3 copies for all submittals
b)If Contractor requir es more than 1 hard copy of Shop Drawings
returned,Contractor shall submit more than the number of copies listed
above.
c.Product Data
1)Upload submittal to desi gnated project directory and notify appropriate
Ci ty representatives via email of submittal posting.
2)Hard Copies
a)3 copies for all submittals
d.Samples
1)Distri buted to the Project Representative
2.Hard Copy Distributi on (if required in lieu of electronic distri bution)
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
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a.Shop Drawings
1)Distri buted to the City
2)Copies
a)8 copies for mechanical submittals
b)7 copies for all other submittals
c)If Contractor requir es more than 3 copies of Shop Drawings returned,
Contractor shall submit more than t he number of copies l isted above.
b.Product Data
1)Distri buted to the City
2)Copies
a)4 copies
c.Samples
1)Distri buted to the Project Representative
2)Copies
a)Submit the number stat ed in the respective Specification Sections.
3.Distribute reproductions of approved shop drawings and copies of approved
product data and samples ,where required,to the job site file and elsewhere as
directed by the City.
a.Provide number of copies as directed by the City but not exceeding the number
previously specifi ed.
K.Submittal Review
1.The review of shop drawings,data and samples will be for gene ral conformance
with the design concept and Contract Documents.This is not to be construed as:
a.Permitting any departure from the Contract requirements
b.Relieving the Contractor of responsibility for any errors,including details,
dimensions,and materials
c.Approving departures fr om details furnished by the City,except as otherwise
provided herein
2.The review and appr oval of shop drawings,sampl es or product dat a by the City
does not relieve the Contractor from his/her responsibility with regar d to the
fulfillment of the terms of the Contract .
a.All risks of error and omission are assumed by the Cont ract or,and the City will
have no responsibility therefore.
3.The Contractor remains responsible for details and accuracy,for coordinating the
Work wit h all other associated work and trades,for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4.If the shop drawings,data or samples as submit ted describe vari ations and show a
depa rture from t he Contract requirements which City finds t o be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance,the City may ret urn the revi ewed drawings without noting an
exception.
5.Submittals will be returned to the Contractor under 1 of the following codes:
a.Code 1
1)"NO EXCEPT IONS TAKEN"is assigned when there are no notations or
comments on the submittal.
a)Whe n returned under this code the Contractor may release the
equipment and/or material for manufacture.
b.Code 2
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
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1)"EXCEPTIONS NOTED".This code i s assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a)The Contractor may release the equipment or mat erial for manufacture;
however,all notations and comments must be incorporated into the
final product.
c.Code 3
1)"EXCEPTIONS NOTED/RESUBMIT".This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a)The Contractor may release the equipment or mat erial for manufacture;
however,all notations and comments must be incorporated into the
final product.
b)This resubmittal is to address all comments,omiss ions and
non-conforming items that were noted.
c)Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's t ransmittal requiring t he resubmittal.
d.Code 4
1)"NOT APPROVED"is assigned when the submittal does not meet the
intent of the Contrac t Documents.
a)The Contractor must resubmit t he entire package revised to bring the
submittal into conformance.
b)It may be necessary to resubmit using a different manufact urer/vendor
to meet the Contract Documents.
6.Resubmittals
a.Handled in the same manner as first submi ttals
1)Corrections other t han requested by the City
2)Marked with revi sion triangl e or other similar method
a)At Contractor’s risk if not marked
b.Submittals for each item will be reviewed no more than twice at the City’s
expe nse.
1)All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense,based on the City's or City
Representative’s then prevailing r ates.
2)Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c.The need for more t han 1 resubmission or any other delay in obtaining City's
review of submit tal s,will not entitle the Contractor to an extension of Contract
Time.
7.Parti al Submittals
a.City reserves the right to not review submittals deemed partial, at the City’s
discretion.
b.Submittals deemed by the City to be not complete will be re turned to the
Contractor,and will be considered "Not Appr oved"until resubmitted.
c.The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8.If the Contractor considers any correction indic ated on the shop drawings to
constitute a change to the Contract Documents,then written notice must be
provided thereof to the Developer at least 7 Calendar Days prior to release for
manufacture.
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised August 30,2013
9.Whe n the shop drawings have been completed to the satisfaction of the City,the
Cont ractor may ca rry out the construction in accordance therewith and no further
cha nges therein except upon written instructions fr om the City.
10.Each s ubmittal,appropriately coded,will be returned within 30 Calendar Days
foll owi ng receipt of submittal by the City.
L.Mock ups
1.Mock Up units as specified in individual Sections,include,but are not necessarily
limit ed to,complete units of the standard of acceptance for that type of Work to be
used on the Project.Remove at the completion of the Work or when directed.
M.Qualifications
1.If specifically required in other Sections of these Specifications,submit a P.E.
Cer tification for each item required.
N.Request for Infor mation (RFI)
1.Cont ractor Request for additional information
a.Clarification or interpretation of the contract documents
b.When the Contractor believes there is a conflict between Contract Documents
c.When the Contractor believes there is a conflict between the Drawings and
Specifications
1)Identify the conflict and request clarification
2.Sufficient information shall be attached to permit a written response without furthe r
information.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
1.11 FIELD [SITE]CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised August 30,2013
PART 2 -PRODUCTS [NOT USED]
PART 3 -EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D.Johnson 1.4.K.8.Working Days modified to Calendar Days
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CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
Revised August, 30, 2013
SECTION 01 35 13 1
SPECIAL PROJECT PROCEDURES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedures for special project circumstances that includes, but is not limited to: 6
a. Coordination with the Texas Department of Transportation 7
b. Work near High Voltage Lines 8
c. Confined Space Entry Program 9
d. Air Pollution Watch Days 10
e. Use of Explosives, Drop Weight, Etc. 11
f. Water Department Notification 12
g. Public Notification Prior to Beginning Construction 13
h. Coordination with United States Army Corps of Engineers 14
i. Coordination within Railroad permits areas 15
j. Dust Control 16
k. Employee Parking 17
l. {Coordination with North Central Texas Council of Governments Clean 18
Construction Specification [remove if not required]} 19
B. Deviations from this City of Fort Worth Standard Specification 20
1. None. 21
C. Related Specification Sections include, but are not necessarily limited to: 22
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 23
2. Division 1 – General Requirements 24
3. Section 33 12 25 – Connection to Existing Water Mains 25
26
1.2 REFERENCES 27
A. Reference Standards 28
1. Reference standards cited in this Specification refer to the current reference 29
standard published at the time of the latest revision date logged at the end of this 30
Specification, unless a date is specifically cited. 31
2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 32
High Voltage Overhead Lines. 33
3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 34
Specification 35
1.3 ADMINISTRATIVE REQUIREMENTS 36
A. Coordination with the Texas Department of Transportation 37
1. When work in the right-of-way which is under the jurisdiction of the Texas 38
Department of Transportation (TxDOT): 39
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CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
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 3
compliance with and subject to approval from the Texas Department of 4
Transportation 5
B. Work near High Voltage Lines 6
1. Regulatory Requirements 7
a. All Work near High Voltage Lines (more than 600 volts measured between 8
conductors or between a conductor and the ground) shall be in accordance with 9
Health and Safety Code, Title 9, Subtitle A, Chapter 752. 10
2. Warning sign 11
a. Provide sign of sufficient size meeting all OSHA requirements. 12
3. Equipment operating within 10 feet of high voltage lines will require the following 13
safety features 14
a. Insulating cage-type of guard about the boom or arm 15
b. Insulator links on the lift hook connections for back hoes or dippers 16
c. Equipment must meet the safety requirements as set forth by OSHA and the 17
safety requirements of the owner of the high voltage lines 18
4. Work within 6 feet of high voltage electric lines 19
a. Notification shall be given to: 20
1) The power company (example: ONCOR) 21
a) Maintain an accurate log of all such calls to power company and record 22
action taken in each case. 23
b. Coordination with power company 24
1) After notification coordinate with the power company to: 25
a) Erect temporary mechanical barriers, de-energize the lines, or raise or 26
lower the lines 27
c. No personnel may work within 6 feet of a high voltage line before the above 28
requirements have been met. 29
C. Confined Space Entry Program 30
1. Provide and follow approved Confined Space Entry Program in accordance with 31
OSHA requirements. 32
2. Confined Spaces include: 33
a. Manholes 34
b. All other confined spaces in accordance with OSHA’s Permit Required for 35
Confined Spaces 36
D. Use of Explosives, Drop Weight, Etc. 37
1. When Contract Documents permit on the project the following will apply: 38
a. Public Notification 39
1) Submit notice to City and proof of adequate insurance coverage, 24 hours 40
prior to commencing. 41
2) Minimum 24 hour public notification in accordance with Section 01 31 13 42
E. Water Department Coordination 43
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
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 on 10
to accommodate the construction of the project is required, coordinate this 11
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 Penal 14
Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 15
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
F. 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 35
A. 36
3) Submit schedule showing the construction start and finish time for each 37
block of the project to the inspector. 38
4) Deliver flyer to the City Inspector for review prior to distribution. 39
b. No construction will be allowed to begin on any block until the flyer is 40
delivered to all residents of the block. 41
G. Public Notification of Temporary Water Service Interruption during Construction 42
1. In the event it becomes necessary to temporarily shut down water service to 43
residents or businesses during construction, prepare and deliver a notice or flyer of 44
the pending interruption to the front door of each affected resident. 45
2. Prepared notice as follows: 46
a. The notification or flyer shall be posted 24 hours prior to the temporary 47
interruption. 48
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
Revised August, 30, 2013
b. Prepare flyer on the contractor’s letterhead and include the following 1
information: 2
1) Name of the project 3
2) City Project Number 4
3) Date of the interruption of service 5
4) Period the interruption will take place 6
5) Name of the contractor’s foreman and phone number 7
6) Name of the City’s inspector and phone number 8
c. A sample of the temporary water service interruption notification is attached as 9
Exhibit B. 10
d. Deliver a copy of the temporary interruption notification to the City inspector 11
for review prior to being distributed. 12
e. No interruption of water service can occur until the flyer has been delivered to 13
all affected residents and businesses. 14
f. Electronic versions of the sample flyers can be obtained from the Project 15
Construction Inspector. 16
H. Coordination with United States Army Corps of Engineers (USACE) 17
1. At locations in the Project where construction activities occur in areas where 18
USACE permits are required, meet all requirements set forth in each designated 19
permit. 20
I. Coordination within Railroad Permit Areas 21
1. At locations in the project where construction activities occur in areas where 22
railroad permits are required, meet all requirements set forth in each designated 23
railroad permit. This includes, but is not limited to, provisions for: 24
a. Flagmen 25
b. Inspectors 26
c. Safety training 27
d. Additional insurance 28
e. Insurance certificates 29
f. Other employees required to protect the right-of-way and property of the 30
Railroad Company from damage arising out of and/or from the construction of 31
the project. Proper utility clearance procedures shall be used in accordance 32
with the permit guidelines. 33
2. Obtain any supplemental information needed to comply with the railroad’s 34
requirements. 35
J. Dust Control 36
1. Use acceptable measures to control dust at the Site. 37
a. If water is used to control dust, capture and properly dispose of waste water. 38
b. If wet saw cutting is performed, capture and properly dispose of slurry. 39
K. Employee Parking 40
1. Provide parking for employees at locations approved by the City. 41
L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 42
Construction Specification [if required for the project] 43
1. Comply with equipment, operational, reporting and enforcement requirements set 44
forth in NCTCOG’s Clean Construction Specification.} 45
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CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
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
01 35 13 - 6
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CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
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 21
OF THIS NOTICE. 22
23
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24
ISSUE, PLEASE CALL: 25
26
27
Mr. <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 Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
Revised August, 30, 2013
EXHIBIT B 1
2
3
4
01 45 23
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised March 20,2020
SECTION 01 45 23
TESTING AND INSPECTION SERV ICES
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Testing and inspection service s procedures and coordination
B.Deviations from this Ci ty of Fort Worth Standard Specification
1.None.
C.Rel ated Specification Sections incl ude,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 subsidi ary 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
Qualit y 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
Cont ractor 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 wit h the Contract Documents.
2.Coordination
a.Whe n testing is required to be performed by the City,notify City,sufficiently
in advance,when testing is needed.
b.Whe n testing is required to be completed by the Contractor,notify City,
sufficiently in advance,that testing will be performed.
3.Distribution of Test ing Reports
a.El ectr onic Distributi on
1)Confirm devel opment of Project di rect ory for electronic submittals to be
uploaded to the City’s document management syst em,or another form of
distribution approved by the City.
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised March 20,2020
2)Upload test reports to designated project directory and notify appropriate
Ci ty 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 i n lieu of electronic distributi on)
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
Concr ete or Lime material includi ng 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 submit tals be uploaded
through the City’s document management system.
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Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised JULY 1,2011
SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Provide temporary facilities and controls needed for the Work including,but not
nec essarily limited to:
a.Temporary utilities
b.Sanitary facilities
c.Storage Sheds and Buildings
d.Dust control
e.Temporary fencing of the construct ion site
B.Deviations from this Ci ty of Fort Worth Standard Specification
1.None.
C.Rel ated Specification Sections i nclude,but are not necessarily limited to:
1.Division 0 –Bidding Requirements,Contract Forms and Conditions of the Contract
2.Division 1 –General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1.Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Temporary Utilities
1.Obtaining Temporary Service
a.Make arrangements with utility service companies for temporar y services.
b.Abide by rules and regulations of utili ty service companies or author ities
having jurisdiction.
c.Be r esponsible for utility service costs until Work is approved for Final
Acceptance.
1)Included a re fuel,power,light,heat and other utility ser vices necessary for
exe cuti on,completion,testing and init ial operation of Work.
2.Water
a.Contractor to provide water required for and in connection with Work to be
per formed and for specified tests of piping,equipment ,devices or ot her use as
required for the completion of the Work.
b.Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City’s Project Representatives.
c.Coordination
1)Cont act City 1 week before water for construct ion is desired
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised JULY 1,2011
d.Contractor Payment for Construction Water
1)Obtain construction water meter from City for payment a s billed by Ci ty’s
established rates.
3.Electricity and Lighting
a.Provide and pay for electric powered service as required for Work,including
testing of Work.
1)Provide power for lighting,oper ation of equipment,or other use.
b.El ectric power service includes temporary power service or gener ator to
maintain operations during scheduled shutdown.
4.Telephone
a.Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
5.Temporary Heat and Ventilation
a.Provide temporary heat as necessary for protection or completion of Work.
b.Provide temporary heat and ventilation to assure safe working conditions.
B.Sanitary Facilities
1.Provide and maintain sanitary facilities for persons on Site.
a.Comply with regulations of State and local departments of health.
2.Enforce use of sanitary facilities by construction personnel at job site.
a.Enclose and anchor sanitary facilities.
b.No discharge will be allowed from thes e facilities.
c.Collect and store sewage and waste so as not to cause nuisance or health
problem.
d.Haul sewage and waste off-site at no less than weekly intervals a nd properly
dispose in accordance with applicable regulati on.
3.Locate facilities near Work Site and keep clean and maintained throughout Project.
4.Remove facilities at completion of Project
C.Storage Sheds and Buildings
1.Provide adequatel y ventilated,watertight ,weatherproof storage faciliti es with floor
above ground level for mater ials and equipment susceptible to weather damage.
2.Storage of materials not suscepti ble to weather damage may be on blocks off
ground.
3.Store materials in a neat and orderly manner.
a.Place materials and equipment to permit easy access for i dentification,
inspection and inventory.
4.Equi p building with lockable doors and li ghting,and provide electrical ser vice for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5.Fill and grade site for temporary structures to provide drainage away f rom
temporary and exist ing buildings.
6.Remove building f rom site prior to Final Acceptance.
D.Temporary Fencing
1.Provide and maintain for the duration or construction when required in contract
documents
E.Dust Control
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised JULY 1,2011
1.Cont ractor is responsible for maint aini ng dust control through the duration of the
project.
a.Contractor remains on-ca ll at all times
b.Must respond in a timely manner
F.Temporary Protecti on of Constructi on
1.Cont ractor or subcontractors are responsible for prot ecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
1.11 FIELD [SITE]CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 -PRODUCTS [NOT USED]
PART 3 -EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATIO N
A.Temporary Facilities
1.Maint ain all temporary facilities for duration of construction activities as needed.
3.5 [REP AIR]/[RESTORATION]
3.6 RE-INSTALLATION
3.7 FIELD [OR]SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A.Temporary Facilities
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City Project No. 103758
01 50 00 -4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised JULY 1,2011
1.Remove all temporary facilities and restore area after completion of the Work,to a
condition equal to or better than prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMA RY OF CHANGE
Premier Truck Rental
City Project No. 103758
01 55 26 -1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised July 1,2011
SECTION 01 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Administrative procedures for:
a.Street Use Permit
b.Modification of approved traffic control
c.Removal of Street Signs
B.Deviations from this Ci ty of Fort Worth Standard Specification
1.None.
C.Rel ated Specification Sections incl ude,but are not necessarily limited to:
1.Division 0 –Bidding Requirements,Contract Forms and Conditions of the Contract
2.Division 1 –General Requirements
3.Section 34 71 13 –Traffic Control
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1.Work associated with this Item is considered subsidi ary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES
A.Reference Standards
1.Ref erence standards cited in this specification refer t o the current reference standar d
publishe d at the time of the latest revision date logged at the end of this
specification,unl ess a date is specifically cited.
2.Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A.Traffic Control
1.General
a.Whe n traffic control plans are included in the Drawings ,provide Traffi c
Control in accordance with Drawings and Section 34 71 13.
b.Whe n traffic control plans are not included in the Drawings ,prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1)All ow minimum 10 working days for review of proposed Traffic Control.
B.Street Use Permit
1.Prior to installation of Traffic Control ,a City Street Use Permit is required.
a.To obtain Street Use Permit,s ubmit Traffic Control Plans to City
Transportation and Public Works Department.
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DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised July 1,2011
1)All ow a minimum of 5 working days for permit review.
2)Contractor’s responsibility to coordinate review of Traffic Control plans for
Street Use Permit,such that construction is not delayed.
C.Modification to Approved Traffic Control
1.Prior to installation traffic control:
a.Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1)Revise Traffic Control plans in accordance wit h Section 34 71 13.
2)All ow minimum 5 working days for review of revised Traffic Control.
3)It is the Contractor’s responsibility to coordinate review of Traffic Control
plans for Street Use Permit,such that construction is not delayed.
D.Removal of Street Sign
1.If it is determi ned that a street sign must be removed for construction,then contact
Ci ty Transportation and Public Works Department,Signs and Markings Division to
remove the sign.
E.Temporary Signage
1.In the case of regulatory signs,replace permanent sign with temporary si gn meeting
requir ements of the latest edition of the Texas Manual on Uniform Traf fic Control
Devices (MUTCD).
2.Instal l temporary sign before the removal of permanent sign.
3.Whe n construction is complete,to the extent that the permanent sign can be
reinstalled,contact the City Transportation and Public Works Department,Signs
and Markings Division,to reinstall the permanent sign.
F.Traffic Control Standards
1.Traffic Control Standards can be found on the City’s Buzzsaw website.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
1.11 FIELD [SITE]CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 -PRODUCTS [NOT USED]
PART 3 -EXECUTION [NOT USED]
END OF SECTION
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City Project No. 103758
01 55 26 -3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised July 1,2011
Revision Log
DATE NAME SUMMARY OF CHANGE
Premier Truck Rental
City Project No. 103758
01 57 13 -1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised July 1,2011
SECTION 01 57 13
STORM WATER POLLUTION PREVENTION
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Procedures for St orm Water Pollution Prevention Plans
B.Deviations from this City of Fort Worth Standard Specification
1.None.
C.Rel ated Specification Sections include,but are not necessarily limited to:
1.Division 0 –Bi dding Requirements,Contract Forms and Conditions of the
Contract
2.Division 1 –General Requirements
3.Section 31 25 00 –Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1.Construction Activities resulting in less than 1 acre of disturbance
a.Work associated with t his Item is consid ered subsidiary to the various Items
bid.No separate payment will be allowed for this Item.
2.Construction Activities resulting in greater than 1 acre of disturbance
a.Measurement and Payment shall be in accordance wit h Section 31 25 00.
1.3 REFERENCES
A.Abbreviations and Acronyms
1.Notice of Intent:NOI
2.Notice of Termination:NOT
3.Storm Water Pollution Prevention Plan:SWPPP
4.Texas Commiss ion on Environmental Quality:TCEQ
5.Notice of Change:NOC
A.Reference Standards
1.Ref erence standards cited in this Specification refer to the current reference
standar d published at the time of the latest revision date l ogged at the end of this
Specification,unless a date is specifically cited.
2.Integrated Storm Management (iSWM)Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A.General
1.Cont ractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwater Poll uti on Prevention Plan.
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DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised July 1,2011
B.Construction Activit ies resulting in:
1.Less than 1 acre of disturbance
a.Provide erosion and sediment c ontrol in accordance with Section 31 25 00 and
Drawings.
2.1 to less than 5 acres of distur bance
a.Texas Pollutant Discharge Elimination System (TPDES)General Construction
Permit is required
b.Complete SWP PP in accordance with TCEQ requirements
1)TCEQ Small Construction Site Notice Required under general permit
TXR150000
a)Sign and post at job site
b)Prior to Preconstruction Meeting,s end 1 copy to City Department of
Transportation and Public Works,Environmental Division,(817)392 -
6088.
2)Provide erosion and sediment control i n accordance with:
a)Section 31 25 00
b)The Drawings
c)TX R150000 General Per mit
d)SWPPP
e)TCEQ requirements
3.5 ac res or more of Disturbance
a.Texas Pollutant Discharge Elimination System (TPDES)General Construction
Permit is required
b.Complete SWP PP in accordance with TCEQ requirements
1)Prepare a TCEQ NOI f orm and s ubmit to TCEQ along with requi red fee
a)Sign and post at job site
b)Send copy to City Department of Transportation and Public Works,
Environmental Di vision,(817)392-6088.
2)TCEQ Notice of Change required if making changes or updates to NOI
3)Provide erosion and sediment control in accordance with:
a)Section 31 25 00
b)The Drawings
c)TX R150000 General Per mit
d)SWPPP
e)TCEQ requirement s
4)Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ N otice of Termination ca n be submitted.
a)Send copy to City Department of Transportation and Public Works,
Environmental Di vision,(817)392-6088.
1.5 SUBMITTALS
A.SWPPP
1.Submit in accordance with Section 01 33 00,except as stated herein.
a.Prior to the Preconstruction Meeting,submit a draft copy o f SWPPP to the City
as follows:
1)1 copy to the City Project Manager
a)City Project Manager will forward to the City Department of
Transportation and Public Works,Environmental Division for review
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DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised July 1,2011
B.Modified SWPPP
1.If the SWPPP is revised during construction,resubmit modifi ed SWPPP to the City
in accordance with Section 01 33 00.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
1.11 FIELD [SITE]CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 -PRODUCTS [NOT USED]
PART 3 -EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
Premier Truck Rental
City Project No. 103758
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
SECTION 01 58 13
TEMPORARY PROJECT SIGNAGE
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Temporary Project Signage Requir ements
B.Deviations from this City of Fort Worth Standard Specifi cation
1.None.
C.Rel ated 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 Requir ements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1.Work associated with this Item is considered subsidi ary 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 [NO T 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.
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DAP TEMPORARY PROJECT SIGNAGE
Page 2 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
B.Materials
1.Sign
a.Constructed of ¾-inch fir plywood,grade A-C (ext eri or)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 INSTALLATIO N
A.General
1.Provide vertical installation at extents of project .
2.Relocate sign as needed,upon request of the Ci ty.
B.Mounting options
a.Skids
b.Posts
c.Barricade
3.5 REPAIR /RESTORATIO N [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 [NO T USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE
A.General
1.Maint enance will i nclude painting and repairs as needed or directed by the City.
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
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DAP TEMPORARY PROJECT SIGNAGE
Page 3 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
Premier Truck Rental
City Project No. 103758
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
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 Specificati on
1.None.
C.Rel ated Specification Sections incl ude,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 ,includi ng but not limit ed 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]
Premier Truck Rental
City Project No. 103758
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
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.
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DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFIC ATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
SECTION 01 66 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Scheduling of product delivery
2.Packaging of products for del ivery
3.Protection of product s against damage from:
a.Handling
b.Expos ure to elements or harsh environments
B.Deviations from this City of Fort Worth Standard Specificat ion
1.None.
C.Rel ated Specification Sections incl ude,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 subsidi ary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY AND HANDLING
A.Delivery Requirements
1.Schedule delivery of products or equipment as required to allow timely installation
and t o avoid prolonged storage.
2.Provide appropriate personnel and equi pment to receive deliveries.
3.Delivery trucks will not be permitted to wait extended periods of time on t he Site
for personnel or equipment to receive the delivery.
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DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFIC ATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
4.Deliver products or equipment in manufacturer's original unbroken cartons or other
containers designed and constructed to protect the contents from physical or
environmental damage.
5.Cl early and fully mark and identify as to manufacturer,item and installation
location.
6.Provide manufacturer 's instructions for storage and handli ng.
B.Handling Requirements
1.Handle products or equipment in accordance with these Contract Documents and
manufacturer’s recommendations and instructions.
C.Storage Requirements
1.Store materials in accordance with manufacturer’s recommendations and
requir ements of these Specifications.
2.Make necessary provisions for safe storage of materials and equipment.
a.Place loose soil materials and materials to be incorporated into Work to prevent
damage to any part of Work or exist ing facilities and to maintain free access at
all times to all parts of Work and to utility service company installations in
vicinity of Work.
3.Keep materials and equipment neatly and compactly stored in locations that will
ca use minimu m inconvenience to other contractor s,public travel,adjoining owners,
tenants and occupants.
a.Arrange storage to provide easy access for inspection.
4.Restri ct storage to areas available on construction site for storage of material and
equipment as shown on Drawings,or approved by City’s Project Representative.
5.Provide off-site storage and protection when on-site storage is not adequate.
a.Provide addresses of and access to off -site storage locations for inspection by
City’s Project Representative.
6.Do not use lawns,grass plots or other private property for st orage purposes without
writt en permission of owner or other person in possession or control of premi ses.
7.Store in manufacturers’ unopened containers.
8.Neat ly,safely and compactly stack mat erials delivered and stored along line of
Work to avoid inconvenience and damage to property owners and general public
and maintain at least 3 feet from fire hydrant.
9.Keep public and private dr iveways and stree t crossings open.
10.Repair or replace damaged lawns,sidewalks,streets or other improvements to
sati sfaction of City’s Project Representative .
a.Total length which materials may be distributed along route of construct ion at
one time is 1,000 li near feet,unless otherwise approved in writi ng by City’s
Project Representat ive.
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFIC ATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
1.11 FIELD [SITE]CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 -PRODUCTS [NOT USED]
PART 3 -EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR /RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR]SITE QUALITY CONTROL
A.Tests and Inspections
1.Inspect all product s or equipment delivered to the site pr ior to unloading.
B.Non-Conforming Work
1.Rej ect all products or equipment that are damaged,used or in any other way
unsati sfactory f or use on the project.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NO T USED]
3.12 PROTECTION
A.Protect all products or equipment i n accordance with manufacturer's written directions.
B.Store products or equipment in locati on to avoid physi cal damage to items while in
storage.
C.Protect equipment from exposure to elements and keep thoroughly dry if requi red by
the manufacturer.
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
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DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFIC ATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
Premier Truck Rental
City Project No. 103758
01 70 00 -1
DAP MOBILIZATION AND R EMOBILIZATION
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
SECTION 01 70 00
MOBILIZATION AND REMOBILIZATION
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Mobilization and Demobilizati on
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 operati ng 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
Cont ract
c.Mobil ization and Demobilization do not include activities for speci fic items of
work that are for whi ch 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
suppli es from the Site including disass embly 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
suppli es to the Site necessary to resume the Work.
b)Establishment of necessary general facilities for the Contractor’s
operation at the Site necessary t o resume the Work.
3)No Payments will be made for:
a)Mobil ization and Demobilization from one location to another on the
Site in the normal progress of performing the Wor k.
b)Stand-by or idle time
c)Lost profits
3.Mobilizations and Demobilization for Miscellaneous Projects
a.Mobilization and Demobilization
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DAP MOBILIZATION AND R EMOBILIZATION
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
1)Mobilization shall consist of the act ivities and cost on a Work Order basis
necessary for:
a)Transportation of Contractor’s personnel, equipment, and operating
suppli es to the Site for the issued Work Order.
b)Es tablishment 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
suppli es 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 assembl ed at the Site for
ea ch Work Oder
b.Mobil ization and Demobilization do not include activities for speci fic items of
work for which payment is provided el sewhere in the contract.
4.Emergency Mobilizations and Demobi lizati on for Miscellaneous Projects
a.A Mobilization for Miscellaneous Projects when directed by t he City and the
mobilization occurs within 24 hours of the issua nce of t he Work Order.
B.Deviations from this Ci ty of Fort Worth Standard Specification
1.None.
C.Rel ated Specification Sections incl ude,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)Thi s Item is considered subsidiary to the various Items bid.
b.Payment
1)The work performed and materials furnished in accordance with this Item
ar e 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 furni shed 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.
Premier Truck Rental
City Project No. 103758
01 70 00 -3
DAP MOBILIZATION AND R EMOBILIZATION
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
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 Proj ects
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 furni shed in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Work Order Mobil ization” in accordance with Contract
Documents.Demobilization shall be considered subsidiary to mobi lization
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 furni shed in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Work Order Emergency Mobi lization” 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]
Premier Truck Rental
City Project No. 103758
01 70 00 -4
DAP MOBILIZATION AND R EMOBILIZATION
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
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
Premier Truck Rental
City Project No. 103758
01 71 23 - 1
CONSTRUCTION STAKING AND SURVEY
Page 1 of 8
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
Revised February 14, 2018
SECTION 01 71 23 1
CONSTRUCTION STAKING AND SURVEY 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Requirements for construction staking and construction survey 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. See Changes (Highlighted in Yellow). 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Construction Staking 14
a. Measurement 15
1) This Item is considered subsidiary to the various Items bid. 16
b. Payment 17
1) The work performed and the materials furnished in accordance with this 18
Item are subsidiary to the various Items bid and no other compensation will 19
be allowed. 20
2. Construction Survey 21
a. Measurement 22
1) This Item is considered subsidiary to the various Items bid. 23
b. Payment 24
1) The work performed and the materials furnished in accordance with this 25
Item are subsidiary to the various Items bid and no other compensation will be 26
allowed. 27
3. As-Built Survey 28
a. Measurement 29
1) This Item is considered subsidiary to the various Items bid. 30
b. Payment 31
1) The work performed and the materials furnished in accordance with this 32
Item are subsidiary to the various Items bid and no other compensation will be 33
allowed. 34
35
36
37
38
39
40
01 71 23 - 2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 8
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
Revised February 14, 2018
1.3 REFERENCES 1
A. Definitions 2
1. Construction Survey - The survey measurements made prior to or while 3
construction is in progress to control elevation, horizontal position, dimensions and 4
configuration of structures/improvements included in the Project Drawings. 5
2. As-built Survey –The measurements made after the construction of the 6
improvement features are complete to provide position coordinates for the features 7
of a project. 8
3. Construction Staking – The placement of stakes and markings to provide offsets 9
and elevations to cut and fill in order to locate on the ground the designed 10
structures/improvements included in the Project Drawings. Construction staking 11
shall include staking easements and/or right of way if indicated on the plans. 12
4. Survey “Field Checks” – Measurements made after construction staking is 13
completed and before construction work begins to ensure that structures marked on 14
the ground are accurately located per Project Drawings. 15
B. Technical References 16
1. City of Fort Worth – Construction Staking Standards (available on City’s Buzzsaw 17
website) – 01 71 23.16.01_ Attachment A_Survey Staking Standards 18
2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 19
on City’s Buzzsaw website). 20
3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 21
4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 22
Surveying in the State of Texas, Category 5 23
24
1.4 ADMINISTRATIVE REQUIREMENTS 25
A. The Contractor’s selection of a surveyor must comply with Texas Government 26
Code 2254 (qualifications based selection) for this project. 27
1.5 SUBMITTALS 28
A. Submittals, if required, shall be in accordance with Section 01 33 00. 29
B. All submittals shall be received and reviewed by the City prior to delivery of work. 30
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 31
A. Field Quality Control Submittals 32
1. Documentation verifying accuracy of field engineering work, including coordinate 33
conversions if plans do not indicate grid or ground coordinates. 34
2. Submit “Cut-Sheets” conforming to the standard template provided by the City 35
(refer to 01 71 23.16.01 – Attachment A – Survey Staking Standards). 36
37
1.7 CLOSEOUT SUBMITTALS 38
B. As-built Redline Drawing Submittal 39
01 71 23 - 3
CONSTRUCTION STAKING AND SURVEY
Page 3 of 8
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
Revised February 14, 2018
1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 1
constructed improvements signed and sealed by Registered Professional Land 2
Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 – Attachment A 3
– Survey Staking Standards) . 4
2. Contractor shall submit the proposed as-built and completed redline drawing 5
submittal one (1) week prior to scheduling the project final inspection for City 6
review and comment. Revisions, if necessary, shall be made to the as-built redline 7
drawings and resubmitted to the City prior to scheduling the construction final 8
inspection. 9
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10
1.9 QUALITY ASSURANCE 11
A. Construction Staking 12
1. Construction staking will be performed by the Contractor. 13
2. Coordination 14
a. Contact City and Developer’s Project Representative at least one week in 15
advance notifying the City of when Construction Staking is scheduled. 16
b. It is the Contractor’s responsibility to coordinate staking such that 17
construction activities are not delayed or negatively impacted. 18
3. General 19
a. Contractor is responsible for preserving and maintaining stakes. If City 20
surveyors or Developer’s Project Representative are required to re-stake for 21
any reason, the Contractor will be responsible for costs to perform staking. If 22
in the opinion of the City, a sufficient number of stakes or markings have been 23
lost, destroyed disturbed or omitted that the contracted Work cannot take place 24
then the Contractor will be required to stake or re-stake the deficient areas. 25
B. Construction Survey 26
1. Construction Survey will be performed by the Contractor. 27
2. Coordination 28
a. Contractor to verify that horizontal and vertical control data established in the 29
design survey and required for construction survey is available and in place. 30
3. General 31
a. Construction survey will be performed in order to construct the work shown 32
on the Construction Drawings and specified in the Contract Documents. 33
b. For construction methods other than open cut, the Contractor shall perform 34
construction survey and verify control data including, but not limited to, the 35
following: 36
1) Verification that established benchmarks and control are accurate. 37
2) Use of Benchmarks to furnish and maintain all reference lines and grades 38
for tunneling. 39
3) Use of line and grades to establish the location of the pipe. 40
4) Submit to the City copies of field notes used to establish all lines and 41
grades, if requested, and allow the City to check guidance system setup prior 42
to beginning each tunneling drive. 43
5) Provide access for the City, if requested, to verify the guidance system and 44
the line and grade of the carrier pipe. 45
01 71 23 - 4
CONSTRUCTION STAKING AND SURVEY
Page 4 of 8
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
Revised February 14, 2018
6) The Contractor remains fully responsible for the accuracy of the work and 1
correction of it, as required. 2
7) Monitor line and grade continuously during construction. 3
8) Record deviation with respect to design line and grade once at each pipe 4
joint and submit daily records to the City. 5
9) If the installation does not meet the specified tolerances (as outlined in 6
Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 7
the installation in accordance with the Contract Documents. 8
C. As-Built Survey 9
1. Required As-Built Survey will be performed by the Contractor. 10
2. Coordination 11
a. Contractor is to coordinate with City to confirm which features require as-12
built surveying. 13
b. It is the Contractor’s responsibility to coordinate the as-built survey and 14
required measurements for items that are to be buried such that construction 15
activities are not delayed or negatively impacted. 16
c. For sewer mains and water mains 12” and under in diameter, it is acceptable 17
to physically measure depth and mark the location during the progress of 18
construction and take as-built survey after the facility has been buried. The 19
Contractor is responsible for the quality control needed to ensure accuracy. 20
3. General 21
a. The Contractor shall provide as-built survey including the elevation and 22
location (and provide written documentation to the City) of construction 23
features during the progress of the construction including the following: 24
1) Water Lines 25
a) Top of pipe elevations and coordinates for waterlines at the following 26
locations: 27
(1) Minimum every 250 linear feet, including 28
(2) Horizontal and vertical points of inflection, curvature, 29
etc. 30
(3) Fire line tee 31
(4) Plugs, stub-outs, dead-end lines 32
(5) Casing pipe (each end) and all buried fittings 33
2) Sanitary Sewer 34
a) Top of pipe elevations and coordinates for force mains and siphon 35
sanitary sewer lines (non-gravity facilities) at the following locations: 36
(1) Minimum every 250 linear feet and any buried fittings 37
(2) Horizontal and vertical points of inflection, curvature, 38
etc. 39
3) Stormwater – Not Applicable 40
b. The Contractor shall provide as-built survey including the elevation and 41
location (and provide written documentation to the City) of construction 42
features after the construction is completed including the following: 43
1) Manholes 44
a) Rim and flowline elevations and coordinates for each manhole 45
2) Water Lines 46
a) Cathodic protection test stations 47
b) Sampling stations 48
c) Meter boxes/vaults (All sizes) 49
01 71 23 - 5
CONSTRUCTION STAKING AND SURVEY
Page 5 of 8
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
Revised February 14, 2018
d) Fire hydrants 1
e) Valves (gate, butterfly, etc.) 2
f) Air Release valves (Manhole rim and vent pipe) 3
g) Blow off valves (Manhole rim and valve lid) 4
h) Pressure plane valves 5
i) Underground Vaults 6
(1) Rim and flowline elevations and coordinates for each 7
Underground Vault. 8
3) Sanitary Sewer 9
a) Cleanouts 10
(1) Rim and flowline elevations and coordinates for each 11
b) Manholes and Junction Structures 12
(1) Rim and flowline elevations and coordinates for each 13
manhole and junction structure. 14
4) Stormwater – Not Applicable 15
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16
1.11 FIELD [SITE] CONDITIONS [NOT USED] 17
1.12 WARRANTY 18
PART 2 - PRODUCTS 19
A. A construction survey will produce, but will not be limited to: 20
1. Recovery of relevant control points, points of curvature and points of intersection. 21
2. Establish temporary horizontal and vertical control elevations (benchmarks) 22
sufficiently permanent and located in a manner to be used throughout construction. 23
3. The location of planned facilities, easements and improvements. 24
a. Establishing final line and grade stakes for piers, floors, grade beams, parking 25
areas, utilities, streets, highways, tunnels, and other construction. 26
b. A record of revisions or corrections noted in an orderly manner for reference. 27
c. A drawing, when required by the client, indicating the horizontal and vertical 28
location of facilities, easements and improvements, as built. 29
4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 30
construction staking projects. These cut sheets shall be on the standard city template 31
which can be obtained from the Survey Superintendent (817-392-7925). 32
5. Digital survey files in the following formats shall be acceptable: 33
a. AutoCAD (.dwg) 34
b. ESRI Shapefile (.shp) 35
c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 36
standard templates, if available) 37
6. Survey files shall include vertical and horizontal data tied to original project 38
control and benchmarks, and shall include feature descriptions 39
PART 3 - EXECUTION 40
3.1 INSTALLERS 41
01 71 23 - 6
CONSTRUCTION STAKING AND SURVEY
Page 6 of 8
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
Revised February 14, 2018
A. Tolerances: 1
1. The staked location of any improvement or facility should be as accurate as 2
practical and necessary. The degree of precision required is dependent on many 3
factors all of which must remain judgmental. The tolerances listed hereafter are 4
based on generalities and, under certain circumstances, shall yield to specific 5
requirements. The surveyor shall assess any situation by review of the overall plans 6
and through consultation with responsible parties as to the need for specific 7
tolerances. 8
a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 9
tolerance. Horizontal alignment for earthwork and rough cut should not exceed 10
1.0 ft. tolerance. 11
b. Horizontal alignment on a structure shall be within .0.1ft tolerance. 12
c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 13
walkways shall be located within the confines of the site boundaries and, 14
occasionally, along a boundary or any other restrictive line. Away from any 15
restrictive line, these facilities should be staked with an accuracy producing no 16
more than 0.05ft. tolerance from their specified locations. 17
d. Underground and overhead utilities, such as sewers, gas, water, telephone and 18
electric lines, shall be located horizontally within their prescribed areas or 19
easements. Within assigned areas, these utilities should be staked with an 20
accuracy producing no more than 0.1 ft tolerance from a specified location. 21
e. The accuracy required for the vertical location of utilities varies widely. Many 22
underground utilities require only a minimum cover and a tolerance of 0.1 ft. 23
should be maintained. Underground and overhead utilities on planned profile, 24
but not depending on gravity flow for performance, should not exceed 0.1 ft. 25
tolerance. 26
B. Surveying instruments shall be kept in close adjustment according to manufacturer’s 27
specifications or in compliance to standards. The City reserves the right to request a 28
calibration report at any time and recommends regular maintenance schedule be 29
performed by a certified technician every 6 months. 30
1. Field measurements of angles and distances shall be done in such fashion as to 31
satisfy the closures and tolerances expressed in Part 3.1.A. 32
2. Vertical locations shall be established from a pre-established benchmark and 33
checked by closing to a different bench mark on the same datum. 34
3. Construction survey field work shall correspond to the client’s plans. Irregularities 35
or conflicts found shall be reported promptly to the City. 36
4. Revisions, corrections and other pertinent data shall be logged for future reference. 37
38
3.2 EXAMINATION [NOT USED] 39
3.3 PREPARATION [NOT USED] 40
3.4 APPLICATION 41
3.5 REPAIR / RESTORATION 42
A. If the Contractor’s work damages or destroys one or more of the control 43
monuments/points set by the City or Developer’s Project Representative, the monuments 44
shall be adequately referenced for expedient restoration. 45
01 71 23 - 7
CONSTRUCTION STAKING AND SURVEY
Page 7 of 8
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
Revised February 14, 2018
1. Notify City or Developer’s Project Representative if any control data needs to be 1
restored or replaced due to damage caused during construction operations. 2
a. Contractor shall perform replacements and/or restorations. 3
b. The City or Developer’s Project Representative may require at any time a 4
survey “Field Check” of any monument or benchmarks that are set be verified 5
by the City surveyors or Developer’s Project Representative before further 6
associated work can move forward. 7
3.6 RE-INSTALLATION [NOT USED] 8
3.7 FIELD [OR] SITE QUALITY CONTROL 9
A. It is the Contractor’s responsibility to maintain all stakes and control data placed by the 10
City or Developer’s Project Representative in accordance with this Specification. This 11
includes easements and right of way, if noted on the plans. 12
B. Do not change or relocate stakes or control data without approval from the City. 13
3.8 SYSTEM STARTUP 14
A. Survey Checks 15
1. The City reserves the right to perform a Survey Check at any time deemed 16
necessary. 17
2. Checks by City personnel or 3rd party contracted surveyor are not intended to 18
relieve the contractor of his/her responsibility for accuracy. 19
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
8/31/2012 D. Johnson
8/31/2017 M. Owen
Added instruction and modified measurement & payment under 1.2; added
definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal
requirements; modified 1.9 Quality Assurance; added PART 2 – PRODUCTS ;
Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup.
2/14/2018 M Owen
Removed “blue text”; revised measurement and payment sections for Construction
Staking and As-Built Survey; added reference to selection compliance with TGC
2254; revised action and Closeout submittal requirements; added acceptable depth
01 71 23 - 8
CONSTRUCTION STAKING AND SURVEY
Page 8 of 8
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103758
Revised February 14, 2018
measurement criteria; revised list of items requiring as-built survey “during” and
“after” construction; and revised acceptable digital survey file format
1
01 74 23 -1
DAP CLEANING
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
SECTION 01 74 23
CLEANING
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Intermediate and final cleaning for Work not including special cleaning of clo sed
systems specified el sewhere
B.Deviations from this City of Fort Worth Standard Specification
1.None.
C.Rel ated Specification Sections incl ude,but are not necessarily limited to:
1.Division 0 –Bidding Requirements,Contract Forms and Conditions of the Contract
2.Division 1 –General Requirements
3.Section 32 92 13 –Hydro-Mulching,Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1.Work associated with this Item is considered subsidi ary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Scheduling
1.Schedule cleaning operations so that dust and other contaminants disturbed by
cleani ng process will not fall on newly painted surfaces.
2.Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE,AND HANDLING
A.Storage and Handling Requirements
1.Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
Premier Truck Rental
City Project No. 103758
01 74 23 -2
DAP CLEANING
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
1.11 FIELD [SITE]CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 -PRODUCTS
2.1 OWNER-FURNISHED [OR]OWNER-SUPPLIEDPRODUCTS [NO T USED]
2.2 MATERIALS
A.Cleaning Agent s
1.Compatible with surface being cleaned
2.New and uncontaminated
3.For manufactured surfaces
a.Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 -EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION [NOT USED]
3.5 REPAIR /RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR]SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A.General
1.Prevent accumul ati on of wastes that create hazardous conditions.
2.Conduct cleaning and disposal operations to comply with laws and saf ety orders of
governing authorities.
3.Do not dispose of volatile wastes such as mineral spirits,oil or paint thinner in
storm or sanitary drains or sewers.
4.Dispose of degradabl e debris at an approved solid waste disposal site.
5.Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manner approved by City and r egulatory agencies.
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01 74 23 -3
DAP CLEANING
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
6.Handle materials in a controlled manner with as few handlings as possible.
7.Thoroughly clean,sweep,wash and polish all Work and e quipment as sociated with
this project.
8.Remove all signs of temporary cons truction and act ivities incidental to construction
of required permanent Work.
9.If project is not cleaned to the satisfaction of the City,the City reserves the right to
have the cleaning completed at the expense of the Cont ractor.
10.Do not burn on-site.
B.Intermediate Cleaning during Construction
1.Keep Work ar eas clean so as not t o hinder health,safety or convenience of
personnel in existing facility operations.
2.At maximum weekly intervals,dispose of waste materials,debris and rubbish.
3.Confine construction debris daily in strategically located container(s):
a.Cover to prevent blowing by wind
b.Store debris away from construction or operational activities
c.Haul from site at a minimum of once per week
4.Vacuum clean interior areas when ready to receive finish painting.
a.Continue vacuum cleaning on an as-needed basis,until Final Acceptance.
5.Prior to storm events,thoroughly clean site of all loose or unsecured ite ms,which
may become airborne or transport ed by flowing water during the storm.
C.Ext erior (Site or Ri ght of Way)Final Cleaning
1.Remove trash and debris containers from site.
a.Re-seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2.Sweep roadway to remove all r ocks,pieces of asphalt,concrete or any other object
that may hinder or disrupt the flow of t raffic along the roadway.
3.Clean any interior areas including,but not limited to,vaults,manholes,structures,
junction boxes and inlets.
4.If no longer required for maintenance of erosion facilities,and upon approval by
Ci ty,remove erosion control from si te.
5.Cl ean signs,lights,signals,etc.
3.11 CLOSEOUT ACTIVITIES [NO T USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
Premier Truck Rental
City Project No. 103758
01 74 23 -4
DAP CLEANING
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
Premier Truck Rental
City Project No. 103758
01 77 19 -1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
SECTION 01 77 19
CLOSEOUT REQUIREMENTS
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.The procedure for closing out a contract
B.Deviations from this Cit y of Fort Worth Standard Specification
1.None.
C.Rel ated Specification Sections incl ude,but are not necessarily limited to:
1.Division 0 –Bidding Requirement s,Contract Forms and Conditions of the Contract
2.Division 1 –General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1.Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Guarantees,Bonds and Affidavits
1.No application for final payment wil l be accepted until all guarantees,bonds,
ce rtificates,licenses and affidavi ts required for Work or equipment as specified are
sati sfactorily filed with the City.
B.Rel ease of Liens or Claims
1.No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A.Submit all required documentation to City’s Project Representative.
Premier Truck Rental
City Project No. 103758
01 77 19 -2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
1.6 INFORMATIONAL SUBMITTALS [NO T USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
PART 2 -PRODUCTS [NOT USED]
PART 3 -EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 CLOSEOUT PROCEDURE
A.Prior to requesti ng Final Inspection,submit:
1.Proj ect Record Documents in accordance with Section 01 78 39
2.Operation and Maintenance Data,if required,in accordance with Section 01 78 23
B.Prior to requesting Final Inspection,perform f inal cleaning in accordance with Section
01 74 23.
C.Final Inspection
1.After final cleaning,provide noti ce to the City Project Representative that the Work
is completed.
a.The City will make an initial Final Inspection with the Contractor present.
b.Upon completion of this inspection,the City will notify the Contractor,in
writing wit hin 10 business days,of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2.Upon receiving written notice from the City,immediately undertake the Work
requir ed to remedy deficiencies and complete the Work to the satisfaction of the
City.
3.Upon completion of Work as sociated with the items listed in the City's written
notice,inform t he City,that the required Work has been completed.Upon receipt
of this notice,the City,in the presence of the Cont ractor,will make a subsequent
Final Inspection of the project.
4.Provide all special accessories requi red to place each item of equipment in full
operation.These special accessory items include,but are not limited t o:
a.Specified spare parts
b.Adequate oil and grease as required for the first lubrication of the equipment
c.Initial fill up of all chemical tanks and fuel tanks
d.Li ght bulbs
e.Fuses
f.Vault keys
g.Handwheels
h.Other expendable items as requir ed for initial start-up and operation of all
equipment
D.Noti ce of Project Completion
Premier Truck Rental
City Project No. 103758
01 77 19 -3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
1.Once t he City Proj ect Representative finds the Work subsequent to Fi nal Inspection
to be satisfactory,the City will issue a Notice of Project Completion (Green Sheet).
E.Supporting Documentation
1.Coordinate with the Cit y Project Representative t o complete the foll owi ng
additional forms:
a.Final Payment Request
b.Statement of Contract Time
c.Aff idavit of Payment and Release of Liens
d.Consent of Surety to Final Payment
e.Pipe Report (if required)
f.Contractor’s Evaluation of City
g.Performance Evaluation of Contractor
F.Letter of Final Acceptance
1.Upon review and acceptance of Notice of Project Completion and Supporting
Documentation,in accordance with General Conditions,City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR /RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR]SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NO T 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
Premier Truck Rental
City Project No. 103758
01 78 23 -1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
SECTION 01 78 23
OPERATION AND MAINTENANCE DATA
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Product data and related information appropriate for City's maintenance and
operation of products furni shed under Contract
2.Such products may incl ude,but are not limited to:
a.Traffic Controllers
b.Irrigation Controller s (to be operated by the City)
c.Butterfly Valves
B.Deviations from this Cit y of Fort Worth Standard Specification
1.None.
C.Rel ated Specification Sections include,but are not necessarily limited to:
1.Division 0 –Bidding Requirement s,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 bi d.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Schedule
1.Submit manuals in final form to the City within 30 calenda r days of product
shipment to the proj ect site.
1.5 SUBMITTALS
A.Submittals shall be i n accordance with Section 01 33 00.All submittals shall be
appr oved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A.Submittal Form
1.Prepare data in form of an instructional manual for use by Ci ty personnel.
2.Format
a.Size:8 ½inches x 11 inches
b.Paper
1)40 pound minimum,white,for typed pages
2)Holes reinforced with plastic,cloth or metal
c.Text: Manufacturer’s printed data, or neatly typewritten
Premier Truck Rental
City Project No. 103758
01 78 23 -2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
d.Drawings
1)Provide reinforced punched binder tab,bind in with text
2)Reduce larger drawings and fold to size of text pages.
e.Provide fly-leaf for each separate product,or each piece of operating
equipment.
1)Provide typed description of product,and major component parts of
equipment.
2)Provide indexed tabs.
f.Cover
1)Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2)List:
a)Title of Project
b)Identity of separate structure as applicable
c)Identity of general subject matter covered in the manual
3.Binders
a.Commercial quali ty 3-ring binders with durable and cleanable plastic covers
b.Whe n multiple binders are used,correlate the data into related consistent
groupings.
4.If available,provide an electronic f orm of the O&M Manual.
B.Manual Content
1.Neat ly typewritten t able of contents for each volume,a rranged in systemati c order
a.Contractor,name of responsible principal,address and t elephone number
b.A list of each product required to be incl uded,indexed to content of the volume
c.Li st,with each product:
1)The name,address and telephone number of the subcontractor or installer
2)A list of each product required to be included,indexed to content of the
volume
3)Identify ar ea of responsi bility of each
4)Local source of supply for parts and replacement
d.Identify each product by product name and other identifying symbols as set
forth in Contract Documents.
2.Product Data
a.Include only those sheets which are pertinent to the specific product.
b.Annotate each sheet to:
1)Cl early identify specific product or part installed
2)Cl early identify data applicable to installation
3)Delete reference s to inapplicable information
3.Drawings
a.Supplement product data with drawings as necessary to clearly illustrate:
1)Rel ati ons of component parts of equipment and systems
2)Cont rol and flow diagrams
b.Coordinate drawings with information in Project Record Document s to assure
correct illustration of completed installation.
c.Do not use Project Record Drawings as maintenance drawings.
4.Written text,as required to supplement product data for the particular i nstallation:
a.Organize in consistent format under separate headings for different procedures.
b.Provide logical sequence of instructions of each procedure.
Premier Truck Rental
City Project No. 103758
01 78 23 -3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
5.Copy of each warranty,bond and service contract issued
a.Provide informat ion sheet for City personnel giving:
1)Proper procedures i n e vent of failure
2)Instances which might affect validity of warranties or bonds
C.Manual for Materials and Finishes
1.Submit 5 copies of complete manual in final form.
2.Cont ent,for architectural products,applied materials and finishes:
a.Manufacturer's data,giving full information on products
1)Catalog number ,size,c omposition
2)Col or and texture designations
3)Information required for reordering special manufactured products
b.Instructions for care and maintenance
1)Manufacturer's recommendation for types of cl eaning agents and methods
2)Caut ions against cleaning agents and methods which are detrimental to
product
3)Recommended schedule for cleaning and maintenance
3.Cont ent,for moisture protection and weather exposure products:
a.Manufacturer's data,giving full in formation on products
1)Appli cable standards
2)Chemical composition
3)Details of installation
b.Instructions for inspection,maintenance and repair
D.Manual for Equipment and Systems
1.Submit 5 copies of complete manual in final form.
2.Cont ent,for each unit of equipment and system,as appropriate:
a.Description of unit and component parts
1)Function,normal operating characteristi cs and limiting conditions
2)Performance cur ves,engineering data and tests
3)Complete nomenclat ure and commercial number of replaceable parts
b.Operating procedures
1)Start -up,break-in,routine and nor mal operating instructions
2)Regulation,control,st opping,shut-down and emergency instructions
3)Summer and winter operating instructions
4)Special operating i nstr uctions
c.Maintenance procedures
1)Rout ine operations
2)Guide to "trouble shooting"
3)Disassembly,repair and reassembly
4)Ali gnment,adj usting and checking
d.Servicing and lubrication schedule
1)Li st of lubricants required
e.Manufacturer's printed operating and maintenance instructions
f.Description of sequence of oper ation by control manufacturer
1)Predicted life of parts subject to wear
2)Items recommended to be stocked as spare parts
g.As installed control diagrams by cont rols manufacturer
h.Each contractor's coordination drawings
1)As installed color coded piping diagrams
Premier Truck Rental
City Project No. 103758
01 78 23 -4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
i.Charts of valve tag numbers,with l oca tion and function of each valve
j.Li st of original manufacturer's spare part s,manufacturer's current prices,and
recommended quantities to be maintained i n storage
k.Other data as required under pertinent Sections of Specifications
3.Cont ent,for each electric and electronic system,as appropriate:
a.Description of system and component parts
1)Function,normal operating characteristi cs,and limit ing conditions
2)Performance curves,engineering data and tests
3)Complete nomenclat ure and commercial number of replaceable parts
b.Circuit directories of panelboards
1)El ectrical service
2)Controls
3)Communications
c.As installed color coded wiring diagrams
d.Operating procedures
1)Rout ine and normal operating instructi ons
2)Sequences required
3)Special operating i nstr uctions
e.Maintenance procedures
1)Rout ine operations
2)Guide to "trouble shooting"
3)Disassembly,repair and reassembly
4)Adjustment and checking
f.Manufacturer's printed operating and maintenance instructions
g.Li st of original manufacturer's spare part s,manufacturer's current price s,and
recommended quantities to be maintained i n storage
h.Other data as required under pertinent Sections of Specifications
4.Prepare and include additional data when the need for such data becomes apparent
during instruction of Cit y's personnel.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A.Provide operation and maintenance data by personnel with the following criteria:
1.Trained and experienced in maintenance and operation of described products
2.Skill ed as technical writer to the extent required to communicate essential data
3.Skill ed as draftsman competent to prepare required drawi ngs
Premier Truck Rental
City Project No. 103758
01 78 23 -5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
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
8/31/2012 D.Johnson 1.5.A.1 –title of section removed
4/7/2014 M.Domenech Revised for DAP Application
Premier Truck Rental
City Project No. 103758
01 78 39 -1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Work associated with the documenting the project and recording changes to project
documents,including:
a.Recor d Drawings
b.Wa ter Meter Service Reports
c.Sanitary Sewer Service Reports
d.Lar ge Water Meter Reports
B.Deviations from this City of Fort Worth Standard Specification
1.None.
C.Rel ated Specification Sections incl ude,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 subsidi ary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A.Prior t o submitting a request for Final Inspection,deliver Project Record Documents to
City’s Project Representative.
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.Accuracy of Records
1.Thoroughly coordinate changes within the Record Document s,making adequate
and proper entries on each page of Specificati ons and each sheet of Drawings and
other Documents wher e such entry i s required to show the change properly.
2.Accuracy of records shall be such that future sear ch for items shown in the Contract
Documents may rely reasonably on information obtained from the approved Pr oject
Recor d Documents.
Premier Truck Rental
City Project No. 103758
01 78 39 -2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
3.To facilitate accuracy of records,make entries within 24 hours after receipt of
information that the change has occurred.
4.Provide factual information regarding all aspects of the Work,both conceal ed and
visible,to enable future modification of the Work to proceed without lengthy and
expe nsive site measurement,investigation and examination.
1.10 STORAGE AND HANDLING
A.Storage and Handling Requirements
1.Maint ain the job set of Record Documents complet ely protected from det erioration
and from loss and damage until completion of the Work and transfer of all recorded
data to the final Project Record Documents.
2.In the event of loss of recorded data,use means necessary to agai n secure the data
to the City's appr oval.
a.In such case,provide replacements to the standards originally required by the
Contract Documents.
1.11 FIELD [SITE]CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 -PRODUCTS
2.1 OWNER-FURNISHED [OR]OWNER-SUPPLIED PRODUCTS [NOT USED]
2.2 RECORD DOCUMENTS
A.Job set
1.Promptly following receipt of the Notice to Proceed,secure from the City,at no
cha rge to the Contractor,1 complete set of all Documents comprisi ng the Contract.
B.Final Record Documents
1.At a time nearing t he completion of the Work and prior to Final Inspection,provide
the City 1 complete set of all Final Record Drawings in the Contract.
2.3 ACCESSORIES [NO T USED]
2.4 SOURCE QUALITY CONTROL [NO T USED]
PART 3 -EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANCE DOCUMENTS
A.Maint enance of Job Set
1.Immediately upon receipt of the job set,identify each of the Documents with the
title,"RECORD DOCUMENTS -JOB SET".
Premier Truck Rental
City Project No. 103758
01 78 39 -3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
2.Preservation
a.Considering the Contract completi on time,the probable number of occasions
upon which the job set must be taken out f or new entries and for examination,
and the conditions under which these activities will be performed,devise a
suitable method for protecting the job set.
b.Do not use the job set for any purpose except entry of new data a nd for review
by the City,until start of transfer of dat a to final Project Record Documents.
c.Maintain the job set at the site of work.
3.Coordination with Construction Survey
a.At a minimum clearly mark any deviations from Contract Documents
associated with installation of the inf rastructure.
4.Making entries on Drawings
a.Record any deviations from Contract Documents.
b.Use an erasable colored pencil (not ink or indelible pencil),clearl y describe the
cha nge by graphic line and note as required.
c.Date all entries.
d.Cal l attention to the entry by a "cloud"drawn around the area or areas affected.
e.In the event of overlapping changes,use different colors for the overlapping
changes.
5.Conversion of schematic layouts
a.In some cases on the Drawings,arrangements of conduits,circuits,pipi ng,
ducts,and similar items,are shown schematically and are not intended t o
portray precise physical layout.
1)Final physical arrangement is determined by the Contractor,subject to the
City's appr oval.
2)However,design of future modifications of the facility may require
ac curate informat ion as t o the final physi cal layout of items which are
shown only schematically on the Drawings.
b.Show on the job set of Record Drawings,by dimension accurate to within 1
inch,the centerline of each run of items.
1)Final physical arrangement is determined by the Contractor,subject to the
City's appr oval.
2)Show,by symbol or note,the vertical l ocation of the Item ("under slab","in
ce iling plenum","exposed",and the like).
3)Make all identification sufficiently descriptive that it may be related
reliably to the Specifications.
c.The City may waive the requirements for conversion of schematic layout s
where,in the City's j udgment ,conversion serves no useful purpose.However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
B.Final Project Record Documents
1.Transfer of data to Drawings
a.Carefully transfer change data shown on the job set of Record Drawings to the
corresponding final documents,coordinating the changes as required.
b.Clearly indicate at each affected detail and other Drawing a full descri ption of
cha nges made during construction,and the actual location of items.
c.Cal l attention to each entry by drawing a "cloud"around the area or areas
affected.
Premier Truck Rental
City Project No. 103758
01 78 39 -4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS –DEVELOPER AWARDED PROJECTS
Revised April 7,2014
d.Make changes neatly,consistently and with the proper media t o assure
longevity and clear r eproduction.
2.Transfer of data to other Documents
a.If the Documents,other than Drawings ,have been kept clean during progress of
the Work,and if entries thereon have been orderly to the approval of the City,
the job set of those Documents,other than Drawings ,wil l be accepted as final
Recor d Documents.
b.If any such Document is not so approved by the City,secure a new copy of that
Document from the City at the City's usual charge for reproducti on and
handling,and carefully transfer the change data to the new copy to the approval
of the City.
3.5 REPAIR /RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NO T USED]
3.7 FIELD [OR]SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NO T USED]
3.10 CLEANING [NO T 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
Premier Truck Rental
City Project No. 103758
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103758
Revised July 1, 2011
APPENDIX
GC-4.01 Availability of Lands – See attached Deed and ALTA
GC-4.02 Subsurface and Physical Conditions – Refer to Geotech Report Project No. 0721-3093, Dated
July 26, 2021 prepared by Landtec Engineers, LLC
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
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. _______
Revised July 1, 2011
GC-4.01 Availability of Lands
THIS PAGE LEFT INTENTIONALLY BLANK
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R=785.00'
L=55.15'
Ch L=55.14'
Ch B=S62°38'29"W
1/2" IRF
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LP LP
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LP
LP
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LP
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SB
TP TMK TMK
WV
WV(3)
WV(2)
WV(4)WV(3)
BM#2 sq. cut
653.85
LOT 1R5A1, BLOCK 2
LANDMARK QUEBEC ADDITION
CC #D221160934
14.385 ACRES
(626,632 SQ. FT.)
NO BUILDINGS OBSERVED
6500 NW LOOP 820
LOT 2, BLOCK 3
LANDMARK
QUEBEC ADDITION
CC #D209082510
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N 45°41'03" E
14.14'
241.98'S 89°18'57" E
Ch B=S62°37'40"W
Ch L=311.32'
L=311.36'
R=5,499.58'
Δ=003°14'38"
N 20°32'11" W
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Ch B=N09°55'34"W
Ch L=106.79'
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LANDMARK QUEBEC ADDITION
CC #D216151560
LOT 1R5A2, BLOCK 2
LANDMARK QUEBEC ADDITION
CC #D221160934
POINT OF
BEGINNING
LOT 1R2A, BLOCK 2
LANDMARK QUEBEC
ADDITION
CC #D216223432
DFW HOTELS I LLC
CC #D217211541
TCG FORT WORTH
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ON DECK PROPERTIES LAKE
WORTH LLC
CC #D220210762
LQ DEVELOPMENT LLC
Δ=003°18'23"
R=5,487.58'
L=316.68'
Ch L=316.63'
Ch B=S66°25'17"W
LQ DEVELOPMENT LLC
SW MH
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& SANITARY SEWER EASEMENT
CC #D216151560
LOT 1R4A, BLOCK 2
LANDMARK QUEBEC ADDITION
CC #D216223432
LOT 1R3A, BLOCK 2
LANDMARK QUEBEC ADDITION
CC #D216223432
30' PUBLIC ACCESS, WATER
& SANITARY SEWER EASEMENT
CC #D216151560
CC #D216223432
30' PRIVATE DRAINAGE
EASEMENT
CC #D216151560
CO(2)
FH
FH
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IN
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PM-G
PM-W(2)
TSN
Vault
WV
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15' W.E.
CC #D209082510
10' UTILITY EASEMENT
CC #D216151560
CC #D216223432
10'x10' WATER
EASEMENT
CC #D216151560
CC #D216223432
10'x15' WATER
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CC #D216151560
10'x15' WATER
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CC #D216151560
10'x15' WATER
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CC #D216151560
CC #D216223432
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CONCRETE
CONCRETE
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1/2" CIRF
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ASPHALT
ASPHALT
LQ DEVELOPMENT, LLC
10'x10' P.O.S.E.
CC #D216223432
SW MH
SW MH
SW MH
SW MH
SW MH(2)
TSN
FH
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IN
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CC #D216151560
10' UTILITY
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CC #D216151560
CC #D216223432
10'x15' WATER
EASEMENT
CC #D216151560
30' PRIVATE DRAINAGE
EASEMENT
CC #D216151560
30' PUBLIC ACCESS, WATER
& SEWER EASEMENT
CC #D216223432
10'X10' P.O.S.E.
CC #D216223432
10'X10' P.O.S.E.
CC #D216223432
SW MH
SW MH
SW MH
SW MH
N 66°12'20" W
13.98'
S 78°04'45" W
51.14'
3
1
6
.
8
4
'
S
2
8
°
5
8
'
1
7
"
E
272.
1
9
'
S 60
°
3
7
'
4
2
"
W
Δ =0 0 4 °4 6 '0 3 "
C h B =N 8 9 °0 7 '0 7 "E
C h L =3 3 7 .7 5 '
L =3 3 7 .8 4 '
R =4 ,0 6 0 .0 9 '
(
B
A
S
I
S
O
F
B
E
A
R
I
N
G
S
)
10' UTILITY EASEMENT
CC #D216151560
30' SANITARY SEWER
EASEMENT
CC #D219245374
30'x30' SANITARY SEWER
EASEMENT ENCROACHMENT
CC #D219226465
4
2
1
.
5
2
'
S
2
9
°
2
2
'
1
8
"
E
GW
GW
GW
GW(2)
GW
PP
PP
PP
PP
PP
PP
PP
PP
TMK
TMK
TMKTMK
UGC
UGC
UGC
UGC
Vault
Vault
VaultVault
1/2" CIRF
"W.A.I." (R)
XCF
XCF
MAG FND.
XCF
1/2" IRF
1/2" IRF
1/2" CIRF
"W.A.I." (R)
1/2" IRF
1/2" IRF
1/2" IRF
1/2" CIRF
"W.A.I." (R)
(2)
88
9
.
9
0
'
N
0
0
°
4
1
'
0
3
"
E
SW MH
Bol.
Bol.
CO
CO
CO(2)
CO(2)
FH
FH
GMK
ICV(2)
IN
IN
IN
IN
IN
IN
IN
IN
IN IN
LP
LP
LP
LP
LP
LP
LP
MP
MP
PF-G
PF-G
PF-G
PF-G
PF-G
PF-G
PF-G
24" RCP FL=
662.96'
24" RCP FL=
656.96'
SS MH-682.32'
FL-674.47'
SS MH-687.49'
FL-679.49'FL-678.31'
SS MH-687.66'
FL-675.66'
SS MH-687.40'
FL-675.40'
SS MH-685.75'
FL-673.65'
SS MH-682.20'
FL-671.00'SS MH-680.25'
FL-669.45'
SS MH-672.75'
FL-663.70'
SS MH-669.61'
FL-661.36'
SS MH-661.52'
FL-652.87'
SS MH-646.03'
FL-636.13'
SS MH-646.65'
FL-636.35'
SS MH-653.57'
FL-645.27'
SW MH-683.77'
FL-680.57'
SW MH-683.81'
FL-678.31'
SW MH
SW MH-683.67'
FL-678.87'
SW MH-682.26'
FL-674.96'
SW MH-687.72'
FL-682.92'
SW MH-673.70'
FL-669.70'
SW MH-672.38'
FL-667.48'
SW MH-661.67'
FL-657.67'
SW MH-653.78'
FL-649.88'
SW MH-646.48'
FL-643.28'
SW MH-646.24'
FL-642.14'
SW MH
SW MH-645.56'
FL-640.36'
TSN
Vault
WM
WM
WM(2)
WV
XCF
MAG
MAG
FND.
XCF
XCF
XCF
XCF
XCF
1/2" CIRF
"W.A.I. 5714" (R)1/2" CIRS
BM XCS
691.22
BM XCS
683.71
1/2" CIRF
"W.A.I. 5714" (R)1/2" CIRS
680
682
683
684
685
686
687
688
689
6
9
0
6
9
1
6
9
2
685
684
683
682 681
680
679
678
677
677
676
675
674
673
672
671
670
6
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6
6
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5
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6
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6
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64
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7
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650
655
15' WATER EASEMENT
CC #D221160934
5' UTILITY EASEMENT
CC #D221160934
30' PRIVATE
DRAINAGE EASEMENT
CC #D216151560
15' SANITARY
SEWER EASEMENT
CC #D216151560
10'x10' P.O.S.E.
CC #D216151560
10' UTILITY EASEMENT
CC #D209082510
10' UTILITY EASEMENT
CC #D209082510
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FLOOD NOTE
According to the Federal Emergency Management Agency, Flood Insurance Rate Map Community Panel
No. 48439C0170K, dated September 25, 2009, this property is within Flood Zone X.
Zone X - Areas determined to be outside the 0.2% annual chance floodplain. (Areas determined to be
outside the 500-year floodplain.)
This flood statement does not imply that the property and/or the structure thereon will be free from
flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be
increased by man-made or natural causes. This flood statement shall not create liability on the part of the
surveyor.
VICINITY MAP
NOT TO SCALE
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BENCH MARKS:
BM #1 - "□" cut, northeast curb line of Royalty Lane, at the centerline of a
curb inlet, ±113.7 feet northwest of the centerline of Northwest Loop 820
service road.
ELEVATION - 682.64 feet
BM #2 - "□" cut, northwest curb line of Northwest Loop 820 service road,
at the centerline of a curb inlet, ±501.0 feet northeast of the centerline of
Strawn Lane.
ELEVATION - 653.85 feet
ABBREVIATION LEGEND
ABBR. DEFINITION
AC AIR CONDITIONER
BILLB BILLBOARD
Bol. BOLLARD
C COMMUNICATION
CC# COUNTY CLERK'S FILE NO.
CIRF IRON ROD FOUND WITH CAP
CIRS IRON ROD SET W/CAP STAMPED "W.A.I.
5714"
CM CONTROLLING MONUMENT
CO CLEANOUT
E ELECTRIC
EB ELECTRIC BOX
EM ELECTRIC METER
FH FIRE HYDRANT
FOMK FIBER OPTIC MARKER
FP FLAG POLE
G GAS
GI GRATE INLET
GL GROUND LIGHT
GM GAS METER
GMK GAS MARKER
GR GAS RISER
GV GAS VALVE
GW GUY WIRE
HI BUILDING HEIGHT
HC HANDICAPPED
ICV IRRIGATION CONTROL VALVE
IN INLET
IRF IRON ROD FOUND
LP LIGHT POLE
MAG MAG NAIL SET WITH SHINER STAMPED
"W.A.I. R.P.L.S. 5714"
MB MAIL BOX
MH MANHOLE
MP METAL POST
OHL OVERHEAD LINES
PF PIN FLAG
PKF PK NAIL FOUND
PKS PK NAIL SET
PM PAINT MARK
PP POWER POLE
SB SIGNAL BOX
SN SIGN
SP SIGNAL POLE
SS SANITARY SEWER
SW STORM WATER
TMK TELEPHONE MARKER
TP TELEPHONE PEDESTAL
TPAD TRANSFORMER PAD
TSN TRAFFIC SIGN
UGC UNDERGROUND CABLE MARKER
W WATER
WM WATER METER
WP WOOD POST
WV WATER VALVE
XCF "X" CUT IN CONCRETE FOUND
XCS "X" CUT IN CONCRETE SET
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SURVEYOR'S CERTIFICATION
To:RTT Investments, LLC, an Indiana limited liability company, its successors and/or assigns and Title
Resources Guaranty Company
This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021
Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by
ALTA and NSPS, and includes Items 1, 2, 3, 4, 7(a), 7(b)(1), 8, 9, 13 and 14 of Table A thereof. The fieldwork
was completed on March 11, 2021.
________________________________________________________________________
Leonard J. Lueker (Original signature in red ink)
Registered Professional Land Surveyor
Texas Registration No. 5714
Winkelmann & Associates, Inc.
6750 Hillcrest Plaza Drive, Suite 325
Dallas, Texas 75230
(972)490-7090
l.lueker@winkelmann.com
Please note that the use of the word "CERTIFY" or "CERTIFICATE" used hereon constitutes an expression of
professional opinion regarding those facts or findings which are the subject of the certification, and does not
constitute a warranty or guarantee, either expressed or implied.
AL
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PROPERTY DESCRIPTION
STATE OF TEXAS §
COUNTY OF TARRANT §
Tract 1:
BEING all of Lot 1R5A1, Block 2, Landmark Quebec Addition, an addition to the City of Fort Worth, Tarrant County,
Texas, according to the Plat thereof recorded in County Clerks Instrument No. D221160934, Official Public Records,
Tarrant County, Texas.
Bearings shown hereon are based upon an on-the-ground Survey performed in the field on the 11th day of March, 2021,
utilizing a G.P.S. bearing related to the Texas Coordinate System, North Texas Central Zone (4202), NAD 83, grid values
from the GeoShack VRS network.
Tract 2: (Per Title Commitment.)
Non-exclusive easement for pedestrian and vehicular access, ingress and egress, as created by that certain Reciprocal
Easement Agreement dated June 16, 2016, recorded under County Clerk's File No. D216161115, Official Public Records,
Tarrant County, Texas.
SCHEDULE "B" NOTES
Items corresponding to the Commitment for Title Insurance issued June 7, 2021 by Title Resources Guaranty Company
bearing an effective date of February 7, 2021, GF# 110004355.
In addition to the Exclusions and Conditions and Stipulations, your Policy will not cover loss, costs, attorney's fees, and
expenses resulting from:
1.Restrictive Covenants recorded in/under County Clerk's File No(s). D209082510, D216151560 and
D216223432. of the Plat Records, in Volume 927, Page 38 and Volume 12811, Page 51 of the Deed Records,
and under County Clerk's File No(s). D207398617, D207420972, D208234311, D214105415, D216036206,
D217154379, and D220127812, of the Official Public Records, Tarrant County, Texas.
2.-9.Intentionally omitted by Surveyor.
10.a.The following, all according to the plat recorded in County Clerk's Instrument No. D221160934, Official Public
Records, Tarrant County, Texas. (Affects the Subject Property as shown.)
Ten foot (10') utility easement along north, west property lines.
Fifteen foot (15') water easement along most southerly property line.
Five foot (5') utility easement, adjacent to above water easement, along most southerly property line.
Fifteen foot (15') sanitary sewer easement, adjacent to above easements, along most southerly property
line.
Thirty foot (30') private drainage easement along most southerly property line, most westerly east property
line, and most northerly south property line.
Fifteen foot (15') public access, water and sewer easement along most westerly east and most northerly
south property lines.
Ten foot (10') utility easement, adjacent to above easement, along most westerly east and most northerly
south property lines.
Ten foot by fifteen foot (10' x 15') water easements, as shown.
Ten foot (10') public open space easement in southeast corner of lot.
10.b.Terms, conditions, easements, and maintenance obligations for Landmark Quebec Addition, as set out in
covenants and restrictions recorded in County Clerk's File No(s). D207420972 and D208234311, Official Public
Records, Tarrant County, Texas, together with any and all amendments thereto. (Affects the Subject Property
and is blanket in nature.)
10.c.Intentionally deleted by the Title Company.
10.d.Intentionally deleted by the Title Company.
10.e.Terms and conditions as set forth in that certain Unified Sign Agreement for Landmark Quebec, executed by
and between 179D, Ltd and 27D, Ltd, and the City of Fort Worth, recorded , December 6, 2007, under County
Clerk's File No. D207432332, Official Public Records, Tarrant County, Texas. (Affects the Subject Property and
is blanket in nature.)
10.f.Terms, conditions, and costs of maintenance as set out in Storm Water Facility Maintenance Agreement,
recorded under County Clerk's File No. D207398617, Official Public Records, Tarrant County, Texas. (Affects
the Subject Property and is blanket in nature.)
10.g.Terms, conditions, and cost of maintenance as set out in Reciprocal Easement Agreement, dated June 16,
2016, recorded under County Clerk's File No. D216161115, Official Public Records, Tarrant County, Texas.
(Affects the Subject Property and is blanket in nature.)
10.h.Interest in and to oil, gas and other minerals and/or royalties, bonuses, rentals and all other rights relating
thereto as set forth in the document recorded in County Clerk's File No. D205156420, Official Public Records,
Tarrant County, Texas. (Subject Property, in its entirety, is a portion of the property described in the above
referenced document. According to the referenced deed, "Grantor reserves and retains all of Grantor's interest
in the oil, gas, and other minerals in, on, or under the Property, and all other substances, whether or not legally
classified as "minerals" however mined or severed" and therefore is blanket in nature. The document further
states "Grantor agrees that, except as provided below, any and all operations to explore, develop, or recover
the Minerals will be conducted within the boundaries of the proposed drill site. The "Drill Site" described on
Exhibit "B" of the document IS NOT located on the Subject Property and is approximately 1,450' ± north of the
northwest corner of the Subject Property.)
10.i.Oil, gas and other minerals with all rights incident thereto as set forth in the document recorded in County
Clerk's File No. D206050576, Official Public Records, Tarrant County, Texas. (Subject Property, in its entirety,
is a portion of the property described in the above referenced document.) As affected by Amendment to Correct
Property recorded under County Clerk's File No. D206287913, of the Official Public Records, Tarrant County,
Texas. (Subject Property, in its entirety, is a portion of the property described in the above referenced
document.)
10.j.Intentionally deleted by Title Company.
10.k.Subject property has frontage or abuts I.H. Loop 820 aka Loop 820, which is a controlled access highway. The
Company by this policy does not insure against the exercise of power by competent governmental authority to
limit, control or deny access, ingress or egress to the herein described property from I.H. Loop 820 aka Loop
820 or the service road which subject property abuts, nor does it insure that the insured has or shall continue to
have access, ingress and egress from subject property to and from such highway and/or service road.
10.l-10.s.Intentionally omitted by Surveyor.
The Surveyor has not abstracted the record title and/or easements of the subject property. The Surveyor prepared this
survey with the benefit of a title commitment described above and assumes no liability for any easements, right-of-way
dedications or other title matters affecting the subject property which may have been filed in the real property records but
are not disclosed in said title commitment.
NOTES:
1.Except as shown hereon, there were no visible encroachments over setbacks, easements, and boundary lines
observed in the process of conducting the fieldwork.
2.There was no evidence of the site used as a solid waste dump, sump, or sanitary landfill observed in the process of
conducting the fieldwork.
3.There was no evidence of wetland markers on the site observed in the process of conducting the fieldwork.
1
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D221203883 07/15/2021 01:57 PM Page: 1 of 6 Fee: $39.00
Electronically Recorded by Tarrant County Clerk in Official Public Records _
Submitter: Providence Title Company
MARY LOUISE NICHOLSON
COUNTY CLERK
NOTICE OF CONFIDENTIALITY RIGHT: IF YOU ARE A NATURAL PERSON, YOU MAY
REMOVE OR STRIKE ANY OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT
BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY
NUMBER OR YOUR DRIVER'S LICENSE NUMBER.
SPECIAL WARRANTY DEED
THE STATE OF TEXAS §
§ KNOW ALL PERSONS BY THESE PRESENTS:
COUNTY OF TARRA.NT §
LQ Development, LLC, a Texas limited liability company, ("Grantor'
consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) cash and
valuable consideration to it paid by RTT Fort Worth Real Estate, LLC,
liability company, ("Grantee"), whose mailing address is 9138 Bluffton
46809, the receipt and sufficiency of which are hereby ac
GRANTED, BARGAINED, SOLD, and CONVEYED, and
BARGAIN, SELL, and CONVEY unto Grantee that certain trac
Exhibit A, together with (i) all improvements, tenements, heredi
privileges, and appurtenances thereon or in any way
rights, surface and sub -surface mineral rights, if any, own
interest of Grantor, if any, in and to all strips and gore
right-of-way, road or alley, open or proposed,
"Proncrty"),
This conveyance is given an
covenants, conditions, rights of
attached hereto, but only to the
of way, easements, and enc
(herein called the "Permi
Ad valorem taxes
Special Warranty Dee
and assessments fo
taxes for 2020
which
,cu
through the year 2020. Grantee, by acceptance of this
bligation to pay all such taxes for the year 2021 and all taxes
years, but not any so called "rollback taxes" nor any subsequent
ue to change in land usage or ownership or both, the payment of
t
y), IN
d, hos
oes GRANT,
'bed, in the attached
, interests, benefits,
, including all water
Grantor, and (ii) all right, title, and
d lying in the bed of any street,
incident to such land (the
ss
ect to those restrictions, reservations,
d encumbrances described on Exhibit B
ns, reservations, covenants, conditions, rights
, subsisting, and do in fact affect the Property
ressly set forth in Grantor's special warranty of title, the Property is being
IS, WHERE -IS, and Grantor makes no representations or warranties with
re o the p ysical condition or any other aspect of the Property, including, without limitation,
(i) th strut integrity of any improvements on the Property, (ii) the manner, construction,
condition, and state of repair or lack of repair of any of such improvements, (iii) the conformity of
the improvements to any plans or specifications for the Property, including but not limited to any
plans and specifications that may have been or which may be provided to Grantee, (iv) the
conformity of the Property to past, current or future applicable zoning or building code
requirements or the compliance with any other laws, rules, ordinances, or regulations of any
government or other body, (v) the financial earning capacity or history or expense history of the
operation of the Property, (vi) the nature and extent of any right of way, lease, possession, lien,
D221203883 Page 2 of 6
encumbrance, license, reservation, condition, or otherwise, (vii) the existence of soil instability,
past soil repairs, soil additions or conditions of soil fill, susceptibility to landslides, sufficiency of
undershoring, sufficiency of drainage, (viii) whether the Property is located wholly or partially in
a flood plain or a flood hazard boundary or similar area, (ix) the existence: or non-existence of
asbestos, underground or above ground storage tanks, hazardous waste or other toxic or hazardous
materials of any kind or any other environmental condition or whether the Property is in
compliance with applicable laws, rules and regulations, (x) the Property's investment potential
resale at any future date, at a profit or otherwise, (xi) any tax consequences of ownership o
Property or (xii) any other matter whatsoever affecting the stability, integrity, other con ' '
status of the land or any buildings or improvements situated on all or part of the Prope
TO HAVE AND TO HOLD the Property together with all and singul
appurtenances thereto in anywise belonging unto Grantee, its legal rep ►- ► ti "'" : eirs,
executors, administrators, successors, and assigns forever; and Grantor doe lf, its
legal representatives, successors, and assigns to WARRANT 1 and
singular the Property, subject to the Permitted Encumb : c- to s" • , its legal
representatives, successors, and assigns, against every person w o oeve a ' fu ly claiming or to
claim the same or any part thereof by, through, or under Granto b not rwise.
[SIGNATURE PAG
SPECIAL WARRANTY DEED 2
(RTT roar WORTH, LLC)
D221203883 Page 3 of 6
EXHIBIT A
L.e¢a1 Description
Tract 1:
Lot 1RSA1, Block 2, of Landmark Quebec Addition, an addition to the City of Fort Worth, Tarrant
County, Texas, according to the plat thereof recorded under County Clerk's File No. D221160
of the Plat Records, Tarrant County, Texas.
Tract 2:
Non-exclusive easement for pedestrian and vehicular access, ingress and egress,
certain Reciprocal Easement Agreement dated June 16, 2016, recorded and
No. D216161115, Official Public Records, Tarrant County, Texas.
Damn' A TO
SPECIAL WARRANTY DEED
tRTT FORT WORTH LLC)
s
tha
File
D221203883 Page 4 of 6
WITNESS THE EXECUTION HEREOF as of the day of July 2021.
GRANTOR:
LQ DEVELOPMENT, LLC
a Texas limited liability company
By: 179 GP, L.L.C.
a Texas limited liability comp
Its: Manager
THE STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me o
E. Stonaker, Manager of 179 GP, LLC, a Texas limite
[SEAL]
e ; a REEK 11CCARD
Notary state of To
Comm, Fxpfre5 04-3
After recording return to
Faegre Drinker Biddl
1717 Main Street Sui
Dallas, Texas 7,
Attn:
SPECIAL WARRANTY DEED 3
(RTT Foxy Worm, LLC)
By: k.r.1
William
Its:
y of July 2021 y William
any.
Notary Public, ‘te of xas
D221203883 Page 5 of 6
EXHIBIT B
Permitted Exceptions
. The following restrictive covenants of record itemized below:
Restrictive Covenants recorded in/under County Clerk's File No(s). D209082510,
D216151560, D216223432, and D221160934, of the Official Public Records,
Volume 927, Page 38 and Volume 12811, Page 51, of the Deed Records, and un
County Clerk's File No(s). D207398617, D207420972, D208234311, D214
D216036206, D217154379, and D220127812, of the Official Public Recor
County, Texas,
2. The following matters and all terms of the documents creating or offe • �f the
matters:
a. The following, all according to the plat record e No.
D221160934 of the Official Public Records, Tarrant
Ten foot (10') utility easement along north, west
Fifteen foot (15) water easement along m• , utherly property line.
Five foot (5') utility easement,,ar,ljac n t t Rio : :ter easement, along most
southerly property line.
Fifteen foot (15) sani = err -Vent, adjacent to above easements,
along most sou
Thirty foot
line, most
Fifteen
wester
e easement along most southerly property
line, and most northerly south property line.
b lc access, water and sewer easement along most
t northerly south property lines.
utility easement, adjacent to above easement, along most
and most northerly south property lines.
of by fifteen foot (10' x 15) water easements, as shown.
en foot (10') public open space easement in southeast corner of lot.
b. Terms, conditions, easements, and maintenance obligations for Landmark Quebec
Addition, as set out in covenants and restrictions recorded in County Clerk's File No(s).
D207420972 and D208234311, Official together with any and all amendments thereto.
c. Terms and conditions as set forth in that certain Unified Sign Agreement for Landmark
Quebec
EXHIBIT B TO
SPECIAL WARRANTY DEED
(RTT Irmstmens, I.LC)
1
D221203883 Page 6 of 6
Executed by and between: 179D, Ltd and 27D, Ltd, and the City of Fort Worth
Recording Date: December 6, 2007
Recording No,: County Clerk's File No. D207432332, of the Official
Public Records, Tarrant County, Texas
d. Terms, conditions, and costs of maintenance as set out in Storm Water Facility
Maintenance Agreement recorded under County Clerk's File No. D207398617, Official
Public Records, Tarrant County, Texas.
e. Terms, conditions, and costs of maintenance as set out in Reciproc
Agreement dated June 16, 2016, recorded under County Clerk's File No.
Official Public Records, Tarrant County, Texas.
f. Interest in and to oil, gas and other minerals and/or royalties, bo
other rights relating thereto as set forth in the document
Recording No.: County Clerk's File No. D2
Records, Tarrant County,
g.
Oil, Gas and Mineral Lease, together with al
Lessor:
Lessee:
Dated:
Recording No.:
As affected by
File No. D2062
h. Subject prope
controlled acce
exercise of po
ingress or
the servi
shal
s
ghts
ers, L.P.
dall
Public
206050576, of the Official Public
ty, Texas
Property recorded under County Clerk's
Public Records, Tarrant County, Texas.
r abuts I.H. Loop 820 aka Loop 820, which is a
e Company by this policy does not insure against the
nt governmental authority to limit, control or deny access,
in described property from I. H. Loop 820 aka Loop 820 or
h subject property abuts, nor does it ensure that the insured has or
ve access, ingress and egress from subject property to and from
and/or service road.
easement for storm water manhole along the west property line, as shown on
y .ted February 19, 2021, by Leonard J. Lueker, Registered Professional Land
yor 5714.
ncroachment of concrete over easement(s), as shown on survey dated
February 19, 2021, by Leonard J. Lueker, Registered Professional Land Surveyor
# 5714.
EXHIBIT B TO
SPECIAL WARRANTY DEED
(RTT FORT Wogm, LLC)
2
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. _______
Revised July 1, 2011
GC-4.02 Subsurface and Physical Conditions
THIS PAGE LEFT INTENTIONALLY BLANK
PROPOSED PTR FACILITY
FORT WORTH, TEXAS
SUBMITTED TO:
PROJECT NO.
SUBMITTED DATE:
Nationwide Construction
0721-3093
July 26, 2021
Geotechnical & E nvi ronmental E ngineering
Constructi on Materials Testing
Laboratory Testing
LANDTEC ENGINEERS, LLC 3906 W IH-20 Suite 100 Arlington, Texas 76017 / 817.572.2818
Arlington I The Colony
July 26, 2021
Project No. 0721-3093
Nationwide Construction
721 South 5th Ave
Mansfield, Texas 76063
Attention: Gina McLean
RE: Geotechnical Engineering Exploration & Report
Proposed PTR Facility
Fort Worth, Texas
This report presents the results of our subsurface exploration and provides geotechnical
recommendations for the building foundation, building pad preparation, general earthwork,
and paving for the proposed PTR project.
We appreciate the opportunity to be of service to you on this project. If you have any
questions concerning the report, please contact us.
Sincerely,
LANDTEC ENGINEERS, LLC
July 26, 2021 July 26, 2021
G. Scott Graves, P.E. Thomas D. Baker, P.E., RPLS
Project Engineer Sr. Geotechnical Engineer & Principal
Texas Board of Professional Engineers and Land Surveyors
PE Firm No. F-000329 / RPLS Firm No. 100956-00
Distribution by PDF: Gina McLean
Tony Meehan
L A NDTEC ENGINEERS
3093 PTR Building-Fort Worth-Geot-July2021.doc i
TABLE OF CONTENTS
________________________________________________________________
Section Page No.
Executive Summary ……………………………………………………….. iii
1 Introduction …………………………………………………………………. 1
1.1 Project Information ………………………………………………… 1
1.2 Purpose and Scope ……………………………………………...... 1
2 Subsurface Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
2.1 Area Geology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
2.2 Subsurface Stratification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
2.3 Shallow Subsurface Seepage Observation . . . . . . . . . . . . . . 4
2.4 Seismic Site Classification . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
2.5 Potential Soil Movements . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
3 Recommendations for Design and Construction . . . . . . . . . . . . . . . . 6
3.1 Geotechnical Considerations . . . . . . . . . . . . . . . . . . . . . . . . . 6
3.2 Drilled Pier Foundations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
3.2.1 Drilled Shaft Construction and Observation . . . . . . . . . 8
3.3 Grade Beams / Tilt Wall Panels . . . . . . . . . . . . . . . . . . . . . . 10
3.4 Interior Floor Slab Systems . . . . . . . . . . . . . . . . . . . . . . . . . . 11
3.4.1 Structurally Suspended Floor Slab . . . . . . . . . . . . . . . 11
3.4.2 Interior Floor Slab on Prepared Building Pad . . . . . . . 12
3.5 Secondary Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
4 General Earthwork Recommendation . . . . . . . . . . . . . . . . . . . . . . . 16
4.1 General Information . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16
4.2 Subgrade Preparation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
4.3 Placing of Material . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
4.4 Moisture and Density Control . . . . . . . . . . . . . . . . . . . . . . . . 18
4.5 Soil Moisture Content and Compaction . . . . . . . . . . . . . . . . . 21
4.6 Excavations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
4.7 Acceptance of Imported Fill . . . . . . . . . . . . . . . . . . . . . . . . . . 24
5 Retaining Wall – Preliminary Information . . . . . . . . . . . . . . . . . . . . . 24
5.1 Wall Design and Drainage . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
5.2 Equivalent Fluid Pressures . . . . . . . . . . . . . . . . . . . . . . . . . . 25
5.3 Additional Lateral Pressures . . . . . . . . . . . . . . . . . . . . . . . . . 26
5.4 Passive Earth Pressure / Friction Factor for Wall Footings . . 26
5.5 Backfill Placement and Compaction . . . . . . . . . . . . . . . . . . . 27
L ANDTEC ENGINEERS
3093 PTR Building-Fort Worth-Geot-July2021.doc ii
CONTENTS (Continued)
________________________________________________________________
6 Pavement Recommendation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
6.1 Pavement Consideration . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
6.2 Pavement Subgrade . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
6.3 Concrete Pavement Sections . . . . . . . . . . . . . . . . . . . . . . . . 29
6.4 Pavement Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
7 Subgrade and Pavement Maintenance . . . . . . . . . . . . . . . . . . . . . . 31
7.1 Preventative Maintenance . . . . . . . . . . . . . . . . . . . . . . . . . . 31
7.2 Secondary Consideration – Paving . . . . . . . . . . . . . . . . . . . 32
8 General Comments and Conditions …………………………………….. 32
_______________________________________________________________
APPENDIX A – Plan of Borings, Location of Subsurface Profile, Boring Logs, Subsurface
Profile ‘A-A’, General Notes & Description of Field Exploration
APPENDIX B – Summary of Laboratory Results & Description of Laboratory Testing
APPENDIX C – Moisture Conditioning Recommendations
APPENDIX D - Photo Examples of Roof Downspouts, Swales & Drop Inlets Tied into
the Storm Drain
APPENDIX E – GBA Statement
L A NDTEC ENGINEERS
3093 PTR Building-Fort Worth-Geot-July2021.doc iii
EXECUTIVE SUMMARY
PTR Facility - Fort Worth, Texas
The following information presents a summary of the principal findings in the geotechnical
engineering report prepared for the proposed PTR Facility to be located in the northeast
corner of Northwest Loop 820 and Strawn Lane in Fort Worth, Texas.
1. A total of seven (7) borings were drilled at this site on July 9, 2021. Four (4) borings
were drilled to depths of approximately 25 feet in the proposed building area and
three (3) borings were drilled to 10 feet in the parking areas. Boring locations were
selected and staked by Nationwide Construction.
2. Subsurface conditions typically consist of clays, lean clays, calcareous (limy) clays,
and severely weathered limestone to depths of approximately 1 to 5.5 feet below
existing grade. The upper materials are typically underlain by tan weathered
limestone rock with some interbedded limy clay seams and layers. The moderately
hard to hard tan weathered limestone is underlain by hard to very hard gray
limestone beginning at depths of approximately 12 to 19 feet below existing grade
and continuing to the completion depth of 25 feet in the four building borings. The
gray limestone rock is considered suitable material for support of straight shaft
drilled pier foundations.
The exception to the subsurface conditions is Boring B-4 where a thin surface layer
of low plasticity limy clay with limestone fragments was encountered at the ground
surface followed by a layer of severely weathered and weathered limestone
encountered from approximately 1 to 4 feet and is underlain by high plasticity, clay
from approximately 4 to 7 feet below existing grade. Low to moderate plasticity limy
clay was encountered from approximately 7 to 13 feet. See boring log B-4 for
specific soil and rock descriptions and depths. See also the subsurface profile
Drawing A10 in Appendix A which represents a cross-section through the building
pad (looking west) indicating the various soil and rock conditions. Also plotted on the
cross section are existing grades and the proposed finish floor elevation of 657.
3. Shallow subsurface seepage was not observed during drilling and the borings were
observed to be dry at completion.
4. Soil movements are estimated to be approximately 1½ to 3 inches for the potentially
expansive soil conditions encountered and for a full moisture cycle and is dependent
on the depth of expansive clay soils across the site and the proposed building pad
elevation. Several foundation options are available for the site with the choice
depending on the amount of differential movement and level of risk selected by the
client.
5. One option for the foundation includes the use of a pier and beam type system with
drilled piers, grade beams or tilt up walls, void boxes, and a structurally suspended
slab (full pier and beam with suspended floor slab). This type of foundation will have
L A NDTEC ENGINEERS
3093 PTR Building-Fort Worth-Geot-July2021.doc iv
the least risk of undergoing differential movement since the foundation is suspended
above the soils. If floor slab movements must be limited to one inch or less, this type
of foundation system is recommended.
The other option includes a pier and beam system with grade beams or tilt up walls
structurally supported by the piers with voids below grade beams or tilt up walls
with the interior floor slab placed on a prepared building pad. If floor slab
movements on the order of about one inch is acceptable, the interior floor slab can
be placed on a prepared building pad to reduce soil movements. The prepared
building should consist of either (1) moisture conditioned soils or (2) complete
removal of the clays above the rock and replacement with non-expansive, select fill
material, or (3) a combination of moisture conditioned soils and select fill. If moisture
conditioned soils are used, they should be covered with select fill to prevent loss of
moisture.
6. Depending on the relationship between existing and proposed grades and the finish
floor elevation (anticipated to be El. 657), the potentially expansive clay soils will be
partially or completely removed (depending on the location across the building pad)
during site grading. If a minor thickness of clay will remain, it can be removed by
undercutting the clay and placement of moisture conditioned soils or select fill
material. As indicated in Item 2 above, the exception is the area of Boring B-4 where
the higher PI clay from approximately 4 to 7 feet should be removed within the limits
of the building pad and other areas of movement sensitive flatwork.
7. Foundations supporting column and wall loads should consist of straight shaft drilled
piers placed a minimum of two feet into the gray limestone encountered
approximately 12 to 19 feet below existing grade.
8. General earthwork and site grading recommendations are provided for stripping
vegetation, subgrade preparation, proof rolling, compaction, moisture, lift thickness,
and testing.
9. Recommendations for reinforced concrete paving and subgrade preparation are
provided.
10. Preliminary information is provided for retaining walls if they are needed at the site.
The “Summary” is intended to be a brief overview and, therefore, the text of the report
should be read and followed in its entirety for specific geotechnical recommendations. The
section titled General Comments and Conditions should be read for an understanding of the
report limitations.
LAND T EC E N GINEERS
3093 PTR Building-Fort Worth-Geot-July2021.doc 1
1.0 INTRODUCTION
1.1 Project Information
This report presents the results of a geotechnical engineering study for the proposed PTR
Facility in Fort Worth, Texas. We understand the building will consist of a tilt wall structure
with the floor slab placed on grade.
The site is in the northeast corner of Northwest Loop 820 and Strawn Lane. NW Centre
Drive is located along the north side of the property. Existing buildings are located north,
west, and east of the subject site and the freeway west bound frontage road borders the
south side of the property.
The 14.4-acre site slopes down to the west and southwest some 32 ft. from approximately
the highest elevation of 684 ft. on the northeast side to elevation 652 ft. on the southwest
corner of the property near the intersection of Strawn Lane and NW Loop 820 west bound
frontage road. It appears some minor site grading has been made in the northeast quadrant
of the property. The site is generally covered with native grasses and a few scattered small
native trees. The boring locations were selected and staked by Nationwide Construction.
Information provided to LandTec by Nationwide Construction includes a schematic drawing
of the building, drives and parking locations with proposed finish grades. The drawing
indicates the preliminary finish floor elevation is 657. An ALTA/NSPS Land Title Survey of
the 14.385 acres was also provided.
1.2 Purpose and Scope
The purpose of this geotechnical study has been to determine the general subsurface
conditions, evaluate the engineering characteristics of the subsurface materials
encountered, and develop recommendations for foundations, building pad preparation,
general earthwork, and paving for the project.
To accomplish its intended purposes, the study has been conducted in the following
phases.
Drilling sample borings to determine the general subsurface conditions and
obtain samples for testing. Description of the field exploration is provided in
Appendix A.
Performing “selected” laboratory tests on representative samples to determine
pertinent engineering properties of the subsurface materials. Description of the
laboratory testing is provided in Appendix B; and,
Performing engineering analyses, using the field and laboratory data to develop
recommendations for the proposed construction.
LANDTEC E N GINEERS
3093 PTR Building-Fort Worth-Geot-July2021.doc 2
Geotechnical recommendations presented in this report are based on the available
information provided by the client and/or design team about the building planned for this
site, and subsurface conditions described in this report. If any of the stated information is
incorrect, please inform LandTec Engineers in writing so that we may amend the
recommendations presented in this report if appropriate.
It is recommended that LandTec be retained to review those portions of the plans and
specifications for this project that pertain to geotechnical recommendations contained in this
report to determine whether the recommendations have been interpreted as intended. This
is typically done when the plans are at the 50 to 75 percent design level. Additionally, the
site grading plan should be provided to LandTec in PDF and AutoCAD format.
The scope of services did not include any slope stability analysis for embankments, cut-fill
slopes, excavations or retaining walls. These services can be provided under a separate
proposal, if requested by the client.
The scope of services did not include an environmental assessment for determining the
presence or absence of wetlands, or hazardous or toxic materials in the soil, bedrock,
surface water, groundwater, or air on or below, or around this site. Any statements in this
report or on the boring logs regarding odors, colors, and unusual or suspicious items or
conditions are strictly for informational purposes.
2.0 SUBSURFACE CONDITIONS
2.1 Area Geology
Based on geological maps and field observations this site is located within the general area
of the Duck Creek, Kiamichi, and Goodland Formations. The Duck Creek formation is
generally represented by interbedded marl (calcareous clays) and limestone. The limestone
varies from a severely weathered to weathered condition and has hard layers of rock. The
upper sections of the borings especially the tan severely weathered to weathered
limestones with interbedded clay and limy clay seams and layers represent the Duck Creek
Formation across this site.
The Duck Creek Formation is underlain by the Kiamichi Formation which is composed
primarily of yellow-gray and brown shaly clays with occasional sandy limestone seams and
layers. The Kiamichi normally forms narrow bands on hillsides. Based on the borings at this
site it does not appear the Kiamichi is present to any significant degree. The clays found in
Boring B-4 from approximately 4 to 7 feet may represent the Kiamichi Formation and the
Kiamichi may be present in the higher elevations of this site near Borings B-6 and B-7.
LANDTEC E N GINEERS
3093 PTR Building-Fort Worth-Geot-July2021.doc 3
The primary formation at this site is the Goodland Formation, which is composed of dense,
hard limestones with some shales existing throughout. The gray limestone encountered in
Borings B-1 through B-4 (drilled to 25 feet) represents the Goodland Formation and was
encountered at depths of approximately 12 to 19 feet below existing grade. The Goodland
is an excellent formation for foundation purposes.
2.2 Subsurface Stratification
Specific types and depths of subsurface strata encountered in the borings are shown on the
attached boring logs in Appendix A, Figures A3 through A9, and the cross-section on
Drawing A10. The location of the soil profile cross section is shown on Drawing A2 which
basically is north-south, looking west.
Subsurface conditions typically consist of a near surface layer of dark brown, brown,
reddish brown and tan clay and sandy lean clay, tan calcareous (limy) clay, and tan
severely weathered limestone to depths of approximately 1 to 5.5 feet below existing grade.
The upper materials are typically underlain by tan weathered limestone rock with some
interbedded tan calcareous clay seams and layers.
The moderately hard tan weathered limestone is underlain by hard to very hard gray
limestone beginning at depths of approximately 12 to 19 feet below existing grade and
continuing to the completion depth of 25 feet in the four building borings. The gray
limestone rock is considered suitable material for support of straight shaft drilled pier
foundations.
The exception to the above is in Boring location B-4 where reddish brown to brown clays
were encountered from approximately 4 to 7 feet. Tan lean calcareous clays were
encountered from depths of approximately 7 feet to 13 feet below existing grade. The clays
from 4 to 13 feet were encountered below the upper shallow tan severely weathered and
weathered limestone. See Boring Log B-4 for specific soil and rock descriptions and depths.
The upper clays and lean clays encountered in the borings have measured Plasticity Index
(PI) values ranging from approximately 23 to 37 (with several PI values in the low to mid
30’s) and classify as either “CL” or “CH” according to the Unified Soil Classification (USC)
System. The lean calcareous (limy) clays have measured PI values ranging from about 7 to
12 and classify as low “CL” soils and into the “SC” class, according to the USC System.
The clays and lean clays had typical hand penetrometer values of 4.5+ and unconfined
compressive strength values between 0.4 tons per square foot (tsf) and 8.9 tsf. The clays
and lean clays are very stiff to hard. The gray limestones vary in hardness from moderately
hard to hard rock (rock hardness classification).
Swell test values ranging from less than one percent to approximately five percent were
recorded for the soils which overlie the harder limestone.
LANDTEC E N GINEERS
3093 PTR Building-Fort Worth-Geot-July2021.doc 4
Classification of soils is based on the Unified Soil Classification (USC) System. Consistency
and hardness terms for soil and rock are for relative comparison of the various samples and
are not intended to be used as an indication of the ease or difficulty of excavation or
excavation stability. Consistency and hardness terms on the logs may be based upon a
combination of the test and observation methods listed in the general notes, and upon field
observations.
2.3 Shallow Subsurface Seepage Observation
Shallow subsurface seepage was not observed in the borings during drilling operations on
July 9, 2021, and the borings were dry at completion. Some perched seepage water can be
present along the interface of the limestone and interbedded clays, especially during times
of moderate to heavy rainfall.
Seepage observations and readings should be considered as “short term” observations and
water levels could be higher or lower if long term readings were made over several months
or seasons. This would require the installation of piezometers with monthly or quarterly
readings made over 6 to 12 months. Installation of piezometers and long-term monitoring
of water levels was not part of our scope of service for this project. If long term
observations of the water table are desired, LandTec Engineers would be pleased to
develop a scope of services and cost estimate.
Fluctuations of the groundwater level can occur due to seasonal variations in the amount of
rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not
evident at the time the borings were performed. The possibility of groundwater level
fluctuations should be considered when developing the design and construction plans for
the project.
Water traveling through the soil (subsurface water) is often unpredictable. This could be
due to seasonal changes in shallow subsurface water and due to the unpredictable nature
of subsurface seepage paths. Therefore, it is necessary during construction for the
contractor to be observant for shallow subsurface seepage in excavations to assess the
situation and make necessary changes and/or recommendations.
2.4 Seismic Site Classification
The site has been classified with respect to seismic design criteria contained in the 2015
International Building Code (IBC), Section 1613 1. The criteria require characterization of
the upper 100 feet of subsurface materials. Based on the IBC criteria, the site is classified
as Site Class “C” as per Table 1613.5.2 for the upper 25 feet. Note the IBC requires a site
1 International Building Code (2012). Section 1613, Earthquake Loads
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soil profile determination extending a depth of 100 feet for seismic site classification.
However, our scope of services did not include a boring to 100 feet. The deepest boring
only extended to 25 feet, and it can only be estimated that the soils encountered continues
to a depth of 100 feet.
2.5 Potential Soil Movements
Clay soils encountered at this site can undergo shrink and swell as the soil moisture content
fluctuates during seasonal wet and dry cycles. The potential magnitude of soil movements
can only be estimated, due to factors influenced by specific soil properties such as moisture
and density, overburden pressure, moisture attraction within the clay mass, site drainage,
ponding of surface water, and the overall soil moisture contents at various times during and
post foundation installation.
The methods used to estimate soil movement include the following.
One of the methods used to estimate soil movement includes the Texas Department
of Transportation (TxDOT) Method 124-E for determining Potential Vertical Rise
(PVR). Using this method as a guide only, the procedure can be used to determine
a value or range of values for predicted movements of expansive clay soils when
they change from “dry” to “wet” soil moisture conditions.
Swell tests can also be used to estimate the amount of soil movement. They were
used to determine the amount of soil movement and were compared to the Method
Tex-124-E values obtained.
Where potentially expansive clay soils are present, they will typically have variable soil and
climatically controlled soil moisture conditions, especially with the ever-changing North
Texas weather, ranging from wet, rainy years to other years with extreme drought.
Subsurface conditions consisting of expansive clay with variable moisture, density and
plasticity also impact the design of floor slabs placed on grade foundations.
The term Potential Vertical Movement (PVM) is often considered as a measurement of the
change in height of a building slab or pavement from its original constructed elevation. The
acronym PVM is used in this report to represent the amount of movement.
Based on the information developed from our field and laboratory programs, Method Tex-
124-E, swell tests, and our experience with similar soil conditions, we estimate the clay
soils could subject the proposed structure to differential movements of
approximately 1.5 to 3 inches if the thicker layers of clay soils undergo a full
moisture cycle. The estimated soil movements are based on the subsurface conditions
revealed by the borings (prior to cutting and filling) and for moisture fluctuations including
extreme rainfall events and times of localized drought, resulting in soil moisture contents
ranging from dry to wet and vice-versa.
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Soil movements, significantly larger than estimated, can occur within the foundation if the
soils around and below the foundation or slab undergo an increase in moisture content and
swell (heave) due to excess moisture from storm water or irrigation water ponding adjacent
to the perimeter of structures (typically caused by flat grades around structures), excess
water moving along utility trenches from interior and/or exterior sources, and, from leaking
utility and irrigation lines.
Expansive soils can impact features outside the structure including entries, porches,
sidewalks around the structure and along the edge of pavement curbs and the pavement
itself. Special consideration should be given to reducing the amount of differential soil
movement to flatwork placed around the outside perimeter of the structure.
Recommendations for reduction in the amount of soil movement are provided in
subsequent sections of the report.
3.0 RECOMMENDATIONS FOR DESIGN AND CONSTRUCTION
3.1 Geotechnical Considerations
Subsurface conditions within the proposed site consist of clay with the potential for volume
change (shrink and swell) movements with variations in soil moisture content. The
potentially expansive clay soils can subject shallow foundations, slabs, flatwork, sidewalks,
and paving placed on the soil to differential post construction movements due to moisture
fluctuations in the soils.
Several foundation options are available, with the choice depending on the level of risk and
amount of differential movement acceptable to the client and structural engineer.
Foundation types are summarized in the following paragraphs and range from the least
amount of risk to an increased risk.
Option 1 includes a Pier and Beam type system with drilled piers supporting
structurally suspended grade beams and the interior floor slab system above grade
(full pier and beam with suspended floor slab).
To reduce the potential for foundation movement, the structure can be supported on
piers with grade beams and the floor slab system structurally suspended above the
expansive soils. This type of system will have the least risk of undergoing
differential movement since grade beams and the floor slab are suspended above
the expansive soils. If soil movements of less than one inch are required,
consideration should be given to the use of this foundation system.
Option 2 includes a pier and beam foundation with the interior floor slab placed on
grade where the building pad is improved using moisture conditioning or excavation
of the clays and replacement with select fill material, or a combination of the two to
reduce the amount of differential movement. This approach should only be used if
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3093 PTR Building-Fort Worth-Geot-July2021.doc 7
the potential floor slab movement of approximately one inch is acceptable to the
design team. Note however, slab movement of about one inch can result in
unsatisfactory performance resulting in cracked floors and walls, uneven floors,
doors out of plumb and general poor performance of the structure.
3.2 Drilled Pier Foundations
Auger excavated, cast in place, straight shaft reinforced concrete piers should be placed a
minimum of two (2) feet into the hard to very hard gray limestone rock. As described in
Section 2.0, Item 2.2 the gray limestone was encountered approximately 12 to 19 feet
below existing grade on July 9, 2021, prior to any site grading.
Allowable bearing capacity recommendations provided herein are based on proper
construction procedures, including maintaining a dry pier excavation and proper cleaning of
bearing surfaces prior to placing reinforcing steel and concrete, and full-time observation by
the geotechnical engineer of record or their field representative.
The following information concerning straight shaft, drilled piers is provided for the option to
design foundations placed into the primary bearing material.
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Item Recommendation
Foundation Type Auger Excavated, Reinforced Concrete Straight Shaft Piers
Bearing Stratum
Primary bearing material consisting of hard to very hard gray limestone
encountered approximately 12 to 19 feet below existing grade in the
four building borings prior to any site grading.
Minimum Penetration into the
Bearing Material to develop end
bearing and skin friction
Minimum of 2.0 feet of penetration into the bearing stratum is
recommended. Total penetrations are determined by the structural
engineer based on loading conditions.
Maximum Net Allowable End
Bearing Capacity
35.0 kips per square foot (ksf); Safety Factor of at least three (3), dead
load only.
Allowable Skin Friction –
Compression 5.0 ksf for Factor of Safety of three
Allowable Skin Friction –
Tension (Resistance to Pier
Pullout)
3.0 ksf for Factor of Safety of three
Minimum Pier Diameter A minimum pier diameter of 24 inches is recommended.
Estimated Settlement Less than ¾-inch total and ½ inch differential
Uplift Pressure (expansion) 1.2 ksf over 8 feet. Can be reduced to 0.9 ksf if moisture conditioned
soils are used for building pad.
Minimum Pier Spacing 2.5 Pier Diameters, Center to Center
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3093 PTR Building-Fort Worth-Geot-July2021.doc 8
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Item Recommendation
Temporary Steel Casing
Seepage was not observed in the borings made on July 9, 2021.
Casing is not anticipated to be needed for installation of the drilled
piers.
Sequencing Piers
Adjacent piers (within 2.5 pier diameters center to center) should not
be drilled the same day. Allow minimum of 48 hours before drilling a
pier adjacent to one already drilled.
Drilling Requirements See Sections on Subsurface Conditions and Drilled Shaft Construction
Pier Excavations
To protect workers and onsite personnel, the foundation drilling
contractor must always have barricade railings and/or keep the pier
excavation covered , and/or have OSHA approved tie-off harness for
workers. This includes the time frame between drilling completion and
the placement of the reinforcing cage and concrete.
To develop full load carrying capacity in skin friction, adjacent shafts should have a
minimum center-to-center spacing of 2.5 times the diameter of the larger shaft. If shafts
vary in diameter, the larger shaft diameter should be used to establish the center-to-center
spacing. Closer spacing could require reductions in skin friction and/or changes in
installation sequences.
Two shafts installed side by side should be designed based on one-half of the recommended
unit skin friction. Unit skin friction values for two shafts spaced between 1 and 2.5 diameters
(center-to-center) can be linearly interpolated between 50 and 100 percent of the
recommended unit skin friction, respectively. Shaft groups of 3 or more shafts spaced closer
than 2.5 shaft diameters, or groups of shafts with uplift loads, should be evaluated on a case-
by-case basis by this office.
Settlement of straight shaft piers placed within the primary bearing material is expected to
occur during construction and complete by the end of construction. The weight of the shafts
below final grade may be neglected in determining the design loads.
3.2.1 Drilled Shaft Construction and Observation
Drilled shaft construction should be observed on a continuous basis by a representative of
the Geotechnical Engineer of Record (GER) to observe, among other things, the following
items:
Identification of the foundation bearing material.
The base and sides of the shaft excavation are clean of loose cuttings.
The pier has the proper diameter, and it is cleaned of loose cuttings and seepage
before placement of rebar and concrete.
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For each pier installation, it is anticipated that some field judgment will be needed to
properly construct a quality pier foundation. Some adjustment in pier depth may be
necessary due to potential variability within the geologic formation, the location and amount
of groundwater seepage (if present) and other factors not evident at the time our
geotechnical engineering study was performed.
The drilled pier construction work should proceed in a continuous operation of drilling,
installation of reinforcing cage and concrete placement. If some minor seepage is present
and collects in the drill hole, it should be pumped before concrete is placed. Precautions
should be taken during the placement of reinforcing steel and concrete to prevent loose,
excavated soil from falling into the excavation. Concrete should be placed in a timely
manner as determined by the geotechnical engineer’s field representative after drilling,
cleaning, reinforcing steel placement and final inspection.
If groundwater and/or caving conditions are encountered, the drilling should be
discontinued until a construction method is employed which will prevent caving and
groundwater to accumulate within the pier excavation.
Prolonged exposure or inundation of the bearing surface and side walls with water will
result in changes in strength and compressibility characteristics. If delays occur, the drilled
shaft excavation should be slightly deepened and cleaned, to provide a fresh bearing
surface.
The gray limestone is hard, and the pier drilling rig should have sufficient size and power to
penetrate to the required design depths and construct the pier.
During construction of drilled piers, care should be taken to avoid creating an oversized cap
(or mushroom), particularly near the ground surface. A “mushroom” at the top of the drilled
pier shaft could be lifted by heave of the expansive soils. If a pier cap is used, a minimum
void space of 8-inches should be created below the portion of the cap extending beyond
the pier shaft diameter.
The Association of Drilled Shaft Contractors has published the following suggestions for
drilled shaft design and construction.
Concrete Placement
1. Design drilled shaft concrete separate and apart from other structural concrete. 4"
to 6" slump for concrete placed in a dry shaft without temporary casing. 6" to 8"
slump for concrete placed in a dry shaft with temporary casing. 7" to 9" slump for
concrete placed under water or slurry.
2. Free fall of concrete may be used if it is directed through a hopper or equivalent
such that the fall is vertical down the center of the shaft without striking the sides of
the shaft or the reinforcing cage when such is utilized. If required, vibrate only the
top five feet. High slump concrete should not be vibrated.
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Tolerances and Dimensions
1. The spacing of the reinforcing bars shall be such that aggregate will flow freely to
the outside of the shaft and shall provide for a minimum of 3" of concrete cover.
2. Determine the vertical reinforcing and spiral or stirrup spacing is sufficient to allow
passage of maximum concrete aggregate.
3. Do not design out-hook bars if temporary casing is required.
4. Allow for 2% plumbness and 3"+ location.
5. Generally, shaft lengths to be not greater than 30 times the shaft diameter. Bells
(underreams) not greater than three times the shaft diameter.
3.3 Grade Beams/Tilt Wall Panels
Grade beams or tilt walls used in conjunction with the drilled piers should be tied into the
tops of the piers and should have a minimum permanent void space of 8 inches beneath.
This void is required to prevent vertical movements within the soil from applying pressure to
the bottom of the beam. Where Moisture Conditioned soils are used the void space below
the grade beam or tilt wall panel can be reduced to 6 inches.
Structural cardboard carton forms should be used to create the void space. Care should be
taken to protect the cardboard forms from damage, crushing, or becoming wet prior to
placement of concrete. The cardboard cartons should extend the full length between shafts
and the full width of the beam. The in-place void boxes should be observed by the
Contractor, prior to concrete placement, to determine that they are firm and capable of
supporting the wet concrete and that they are placed the full width and length of the beam.
Soil retainers should be placed along the outside perimeter of the grade beam, over the
void space, to prevent backfill intrusion. The void box supplier can also provide the soil
retainer panels made specifically for this purpose.
The installation of cardboard carton void boxes is inherently difficult because of space
constraints and the effort installing the void boxes. The weight of the rebar cage, time to tie
rebar and exposure of the void box to rains, ponding water in the trench, etc. impact the
installation.
Over the years we have seen numerous cases where sections of the void box either
collapses during concrete placement or the height is reduced to half of the original
thickness because of stormwater standing in the grade beam trench. If the cardboard
carton boxes are saturated by several rain events prior to a concrete placement, the void
box typically can no longer support the rebar and wet concrete. The manufacturer generally
says the cardboard boxes can withstand one rain event without saturation and loss of
support. In summary, the need for some Safety Factor in the use of cardboard carton void
boxes is recommended.
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3093 PTR Building-Fort Worth-Geot-July2021.doc 11
If the contractor (or concrete subcontractor) will commit to the following items concerning
void boxes, a void box height of 6-inches can be used.
The soils are Moisture Conditioned per the recommendations provided in the
geotechnical engineering report.
Designate a qualified construction superintendent to perform a quality control
inspection of the void boxes prior to concrete placement to determine the boxes are
not standing in water and have not become saturated.
Confirm the void box is designed to carry the load of wet concrete, since some
grade beams are often 2 feet to over 4 feet in height.
Use of contractor “field built” void forms must be removed at the same time as
standard forming material, with the contractor being responsible to clean out any
caving soils in the void space below the grade beam prior to installation of soil
retainers.
Exterior grade beams or foundation walls should be backfilled with on-site clayey soils with
minimum thickness of one to two feet to limit the migration of surface water into the void
space and below the grade beam and/or slab. The backfill soils should be placed in 6 to 8-
inch lifts compacted to between 95 and 98 percent of standard Proctor maximum dry
density at a moisture at least two (2) percentage points above optimum.
3.4 Interior Floor Slab Systems
3.4.1 Structurally Suspended Floor Slab
Interior floor slabs used in conjunction with the drilled pier/grade beam foundation are
generally lightly loaded and are not capable of resisting the heaving forces of expansive
clay soils. The estimated soil movements should be considered detrimental to floor slabs
placed on grade. In areas sensitive to floor slab movement, a positive means of preventing
movement is to structurally suspend the floor system (beams and slab) above the
expansive subgrade. Support of the structural floor is provided by the drilled piers. A
minimum vertical void of twelve (12) inches is recommended below the structural system
and ventilation of the void space should be provided.
Provision should be made to provide drainage if a crawl space is constructed below the
slab. In some cases, it is possible for surface and/or subsurface water to become trapped
or seep into the crawl space area. Drain inlets which are tied into the storm sewer or a
sump and pump system must be required. The ground surface below the building should
be graded to drain so that water does not pond. The ground surface should slope toward
the drain inlets on a minimum 2% grade. Building maintenance (owner's responsibility)
should include observation of the void or crawl space on a frequent basis to determine that
no water is ponding. To prevent capillary moisture and condensation, ventilation should be
provided in the space below the slab.
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3.4.2 Interior Floor Slab on Prepared Building Pad
If the interior floor slab will be placed on grade, it will be necessary to reduce the soil
movement. For this floor slab system, piers support the grade beams or tilt wall panels as
referenced in previous paragraphs and only the interior floor slab is placed on grade. In all
cases, grade beams will be supported by the drilled piers and a void space will be provided
below all grade beams.
The interior floor slab can be placed on a prepared building pad if movements of about one
inch are acceptable and soil movements are reduced by using Moisture Conditioning or
removal of the clay soils and replacement with non-expansive, select fill material. The
actual movements could be greater if poor drainage conditions allow ponded water and/or
other sources of moisture to infiltrate beneath the foundation and slab after construction.
As described in Section 2.0, the subsurface conditions across the building pad area (where
Borings B-1 through B-4 were drilled) include the following general conditions.
1. Shallow clay soils approximately 3 to 5 feet thick over weathered limestone rock as
indicated in building Borings B-1, B-2, and B-3. Similar soil conditions also exist in
the area of the three parking lot borings.
2. Shallow clayey soils with limestone fragments and rocks approximately one foot in
thickness, overlying weathered limestone that is about 3 feet thick is underlain by
higher plasticity (PI) clay, as found in building Boring B-4.
Depending on the relationship between existing grades, proposed site grading and the
finish floor elevation (anticipated to be Elev. 657), most of the potentially expansive soils
that are present above the limestone rock will be removed during site grading. When the
competent hard tan limestone rock is encountered and it is not a thin layer of weathered
rock underlain by clay, it is not necessary to extend the excavation into the rock.
If only a minor thickness of clay will remain above the harder tan weathered limestone rock,
we recommend additional removal by undercutting the clay and placement of
moisture conditioned soils or non-expansive, select fill material. As indicated above,
the exception is the area of Boring B-4 where the high PI clay was encountered from
approximately 4 to 7 feet. This area will require additional undercut to remove the higher PI
clay and should include a minimum of 5-feet beyond the limits of the building pad and a
minimum of 10 feet past entrances to the building, sidewalks, patios and any other
movement sensitive slabs and flatwork.
The Moisture Conditioned clays should be covered with a minimum of one foot of non-
expansive, select fill material should be placed over the moisture conditioned soils to limit
moisture loss within the clays.
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Specific recommendations for Moisture Conditioning are provided in Appendix C.
Select fill material should not extend beyond the limits of the building or flatwork perimeter
to limit the possibility that storm water or irrigation water will pond within the fill. If flatwork
(sidewalks or paving) is not placed next to the building perimeter, a 10-mil polyethylene
sheeting should be placed above the moisture conditioned soils and be covered with at
least one foot of soil cover.
If non-expansive, select fill material is selected for placement as cover soil over the
Moisture Conditioned soils or if select fill is used to replace the clays it should consist of
clayey sand or lean sandy clay with a Liquid Limit (LL) less than thirty-five (35) and a
Plasticity Index (PI) between six (6) and fifteen (15). The select fill should be placed in loose
lifts not exceeding nine (9) inches in uncompacted thickness and be uniformly compacted to
a minimum of ninety-five (95) percent of the maximum dry density determined by Standard
Proctor (ASTM D 698). The moisture content of the fill at the time of compaction should be
from one percentage point below optimum to plus three percentage points of optimum (-1 to
+3). The moisture content and density of the in-place select fill should be maintained from
the time the pad is completed until placement of foundations and paving.
A modulus of subgrade reaction, k, for the compacted and tested fill is estimated to be 100
to 125 pci. For select fill material the k value is typically in the range of 125 to 135 pci.
These higher k values would require placement of a minimum of 12 inches of the select
material and compaction to a minimum of 98 percent of Standard Proctor.
Field density tests should be taken as each lift of fill material is placed. As a guide, one
field density test per lift for each 2,500 square feet of compacted area is recommended. A
minimum of four (4) tests per lift should be required. The earthwork operations should be
observed and tested on a continuing basis by an experienced engineering technician
working in conjunction with the project geotechnical engineer.
Where soil Moisture Conditioning is used, additional movement within the foundation and
flatwork can occur if the soils below the foundation and flatwork undergo an increase in
moisture content and “heave” due to excess moisture from leaks in utility lines, storm water
and/or irrigation water ponding adjacent to the perimeter walls, and excess water moving
along utility trenches from interior and/or exterior sources. Clay plugs should be installed in
utility trenches to limit the movement of water along granular embedment materials.
Consideration should be given to the use of special detailing of interior features, from an
architectural standpoint, to allow for differential floor and wall movements.
The side slopes for the moisture conditioning excavation should be sloped or benched and
not made vertical. This recommendation is made to create a transition zone between the
moisture conditioned soils and the non-moisture conditioned soils rather than have a
vertical joint between the two materials.
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Moisture conditioned soils have higher moisture content and lower density specifications
than regular fill material, and therefore may not be acceptable for support of cranes when
lifting heavy structural members. In some cases, crane mats could be required to spread
the load and provide the bearing surface needed for the crane during lifts.
Construction of the Moisture Conditioned soils and/or the use of non-expansive, select fill
material is key to reducing the amount of swell potential and should be observed and tested
on a continuous basis by a field representative of LandTec Engineers to determine the
process is in general conformance with the recommendations provided herein.
The slab designer and slab contractor should consider use of polyethylene sheeting
beneath the slab to limit moisture migration from the underlying soils. Consider ACI 302
and/or ACI 360 for procedures and cautions regarding the use and placement of vapor
barriers.
3.5 Secondary Considerations
To reduce the potential for moisture induced soil movement (uplift) as well as shrinkage, it
is very important that measures be taken to control moisture changes around and below the
structure as well as flatwork and paving areas. The following recommendations/comments
should be incorporated into the overall project design.
1. Site grading should be designed to provide surface drainage so that water does not
pond during or after construction. See photos in Appendix D as examples of
providing site drainage around the structure.
2. A slope of at least two percent should be provided, such that the soil slopes away
from the structure, flatwork, etc. 10 to 15 feet beyond. All ADA requirements must
also be followed. Consideration should be given to the use of a minimum 5-foot-
wide sidewalk (flatwork) around the building to limit moisture intrusion into the soils
around the building.
3. If allowed by the structural engineer, sidewalks and entries to the building can be
structurally connected to the foundation, especially at entrances. The sidewalks
should be sloped away from the foundation so water will drain. Since expansive
clays are present, sidewalks should be expected to heave over time. To limit some
of the heave, provision should be made in the details of the grade beam and
sidewalk connection to allow for differential movement to occur without preventing
the door to swing open and/or creating a trip hazard at the threshold. Constructing
a stable soil environment below the sidewalk would involve moisture conditioning
the soils, tying the sidewalk to the grade beam with use of cardboard cartons below
the first few feet of the sidewalk, and creative use of constructed joints in the
sidewalk.
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4. Water from roof gutters should be collected and transmitted to the storm drain
system, to a paved area, or to a sufficient distance from the foundation
(approximately 10 to 15 feet). If downspouts discharge next to the structure onto
flatwork or paved areas, the area should be watertight to eliminate infiltration next to
the building. Joints should be sealed against moisture penetration and planned
maintenance checks should repair and replace damaged joint sealer.
5. Utility ditches placed around and below the building should be backfilled so that they
do not become conduits that allow surface and subsurface water to flow adjacent to
or below the structure, paving and flatwork.
This can be accomplished using clay or concrete plugs placed within the trench
backfill. Plugs should have a minimum length of three (3) feet along the trench
above and below the utility pipe. The gravel embedment should be removed in this
3-foot section to prevent water from flowing through the backfill. A positive cut-off at
the building line is required to prevent water from migrating along the trench and
through the utility backfill. Utility trenches should not be left open for extended
periods. All utilities placed around the perimeter and below the slab should be
inspected by camera to determine that no open joints and cracks are present within
the pipe system. Leaks from broken pipes or leaking joints can provide excessive
moisture to the clay soils and cause swell.
6. Landscape irrigation systems should be designed and located to prevent excessive
moisture adjacent to the foundation and flatwork. Systems should not be located
where water will be sprayed onto building walls and subsequently drain downward
and flow into the soils beneath structures, flatwork, etc.
7. Trees should not be planted within a distance equal to one to one and one-half the
mature tree height from the foundation. Tree root systems extend out from the tree
to find moisture, especially in times of drought, and planting the tree the
recommended distance from the slab will help prevent drying and shrinkage of the
soil next to and below the foundation. Drying and shrinkage of the soil next to the
foundation can cause settlement of the soil and slab.
8. Flower beds and planting areas should not be constructed along building
perimeters. Constructing sidewalks or pavements adjacent to building would be
preferable. If required, flower beds and planting areas could be constructed beyond
the sidewalks away from the building. If it is desired to have flower beds and
planting adjacent to the building, the use of above grade concrete planter boxes or
other methods which reduce the likelihood of large changes in moisture content of
soils adjacent to or below structures should be considered.
9. Utilities which project through floor slabs, particularly where expansive soils, or soils
subject to settlement are present, should be designed with some degree of flexibility
and/or with a sleeve to reduce the potential for damage to the utilities should
movement occurs. For structurally suspended floor slabs with void space or crawl
space below, utilities should be protected from expansive soil movement by
providing a void space between the utility and the soil at least equal to that
recommended below the floor slab and grade beam. The utility line should also
have built-in flexibility, allowing the pipe or line to move without damage as the soil
expands and contracts.
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10. Contraction, control, or expansion joints should be designed and placed throughout
the structure. Properly planned placement of these joints will assist in controlling
the degree and location of material cracking which normally occurs due to material
shrinkage, thermal effects, soil movements and other related structural conditions.
Architectural metal features attached to the floor slab and ceiling should have slip
joints to allow movement within the metal, without undergoing stress and buckling.
4.0 GENERAL EARTHWORK RECOMMENDATIONS
4.1 General Information
This section of the report provides recommendations for cutting and filling across the site.
These recommendations are intended to provide guidance to the civil engineer designing
the final site grading. Specific recommendations for Moisture Conditioned soils are
provided in Appendix C.
We recommend a pre-construction earthwork meeting be held, preferably at the
jobsite, and attended by the client, contractor, project superintendent, earthwork equipment
operator and geotechnical engineer of record. The purpose of the site meeting is to discuss
the soil and rock conditions, use of the various materials as excavations and fills are made,
compaction, watering and testing requirements, preparation building pads and pavement
subgrade.
Recommendations are provided for grading including vegetation stripping, preparation of
subgrade, scarifying, placement methods for fill based on what will be constructed in an
area. Recommendations for lift thickness, moisture and density, processing, compaction
methods, monitoring and testing the subgrade and fill are also provided. The following
paragraphs apply to general earthwork at the project site.
Construction of foundations, utilities, and general excavations where hard materials are
present, typically requires rock-tooth augers, drop chisels, core barrels, or other rock
excavation equipment such as rock-tooth buckets for backhoes and hoe-rams.
Where shallow limestone rock is encountered the borings indicate a thin section of soil
above the limestone rock which typically consists of dark brown, brown and reddish brown
clay and lean clay with calcareous material having variable Plasticity Index (PI) values as
described in Section 2.0. The wide range in PI’s is generally due in part to the variable
amount of clay, silt, sand, calcium carbonate plus the other minerals and organics within the
shallow soils.
The weathered limestone stratum typically consists of layers of hard tan and light tan
limestone ROCK with interbedded seams and layers of clay and shaly clay with calcareous
material.
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3093 PTR Building-Fort Worth-Geot-July2021.doc 17
The limestone is described as weathered because of its tan, light tan and brownish yellow
color and some decomposed seams and layers within the limestone. The layers of
limestone are typically hard, generally less than about one foot thick and the interbedded
layers of clay are typically very stiff in consistency. The thickness and hardness of
limestone layers will vary over this large tract of land.
Excavation of the weathered limestone can be difficult and will typically require heavy duty
backhoes with rock tooth buckets and hoe rams depending on the depth of excavation into
the limestone. Some of the limestone layers are indurated, i.e., rock hardened not only by
heat but also by pressure and cementation.
Excavation contractors working in the Fort Worth area where hard limestone rock is present
will be familiar with excavating in the limestone and the type of equipment required to
excavate for utilities, streets and house lots.
4.2 Subgrade Preparation
Stripping should consist of the removal of roots, vegetation and rubbish not removed by the
clearing and grubbing operation. The actual stripping depth should be based on field
observations with attention given to old drainage areas, uneven topography, and
excessively wet soils. The stripped areas should be observed by LandTec to determine
if additional excavation is required to remove weak or otherwise objectionable materials that
would adversely affect the fill placement.
The subgrade should be firm and able to support the construction equipment without
displacement. Soft or yielding subgrade should be corrected and made stable before
construction proceeds. The subgrade should be proof rolled to detect soft spots, which if
exist, should be reworked. Proof rolling should be performed using a heavy pneumatic tired
roller, loaded dump truck or scraper or similar equipment weighing approximately 20 tons.
The proof rolling operations should be observed by the project geotechnical engineer or his
field representative.
In areas of the subgrade which, in the opinion of the project geotechnical engineer, are too
soft, wet, or otherwise unstable to allow fill construction to begin, the use of thicker initial
layers (lifts) may be required.
The traffic of heavy equipment, including heavy compaction equipment, may create
pumping and general deterioration of the soil. Occasionally some soils must be excavated,
mixed, and dried, and replaced. At times, excavating and replacing with selected soils is
required before an adequate subgrade can be achieved. Therefore, it should be
anticipated that some construction difficulties will be encountered during periods when
these soils are saturated.
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4.3 Placing of Material
Fill material should be placed on a properly prepared subgrade as specified. The combined
excavation, placing, and spreading operation should be done in such a manner to obtain
blending of material, and to provide that the materials, when compacted will have the most
practicable degree of compaction and stability. Materials excavated from cut sections
and/or borrow sources and hauled to construct fills must be mixed and not segregated,
except where such segregated soil zones are required. All fills should be placed in
horizontal lifts. Filling along (parallel to) slopes should not be permitted. In areas where
slopes will be constructed using fill, the fill should extend beyond finished contours and cut
back to grade.
If the surface of the fill is too smooth and hard to bond properly with a succeeding layer, the
surface should be roughened and loosened by scarifying or disking before the succeeding
layer is placed.
Where fill is to be placed next to existing fill, that fill should be removed to un-weathered,
dense material. Each layer should be benched and scarified as adjoining lifts are placed.
Material hauling equipment should be so routed over the fill surface to distribute the added
compaction afforded by the rolling equipment, and to prevent the formation of ruts on the
surface.
The surface of the fill should be graded to drain freely and maintained throughout
construction. During the dumping and spreading process, the contractor should always
maintain a force of personnel adequate to remove all roots and debris and all rocks greater
than about four (4) inches in maximum dimension from the fill materials. No rocks should
be allowed within the final 18 inches of subgrade. Where the rock like material is placed as
fill, the material must be broken down to pieces less than 4-inches in diameter. This will be
accomplished by large dozers, Cat 815 compactors or other suitable equipment that is
acceptable to the project geotechnical engineer of record. In the event of slides in any part
of the fill prior to final acceptance of the work, the contractor should remove material from
the slide area and should rebuild such portion of the fill as requested by the project
geotechnical engineer.
4.4 Moisture and Density Control
Following the spreading and mixing of the soil, it should be processed throughout its
thickness to break up and provide additional blending of materials. If the grading contractor
dumps large blocks of soil from earth moving equipment, the soil should be worked with a
dozer to break the blocks into sizes that can then be further broken down to 6 inch or less
size and blended with the equipment. Prior to placing the next layer of fill, the previously
processed, compacted, and tested lift should be lightly watered to created bond with
subsequent lifts.
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The recommended loose lift thickness is nine (9) inches. The moisture content of the soil
should be adjusted, if necessary, by either aeration or the addition of water to bring the
moisture content within the specified range. Water required for sprinkling to bring the fill
material to the proper moisture content should be applied evenly through each layer.
Any layers which become damaged by weather conditions should be reprocessed to meet
specification requirements. The compacted surface of a layer of fill should be lightly
loosened by disking before the succeeding layer is placed.
When the moisture content and the condition of the fill layer are satisfactory, compaction
should be made with a self-propelled tamping-foot roller.
Fill material should be placed and compacted to a minimum of 95 percent and not typically
over 100 percent of the maximum dry density as determined by the moisture-density
relationship test method ASTM Designation D698 for standard Proctor. The moisture
content for the fill should be at least two (2) percentage points above optimum (+2 and
above).
General fill material, not placed below future structures or paving, should be compacted to a
minimum of 95 percent and not over 100 percent of the maximum dry density as
determined by the moisture-density relationship test method ASTM Designation D698 for
standard Proctor. The moisture content for the fill should be a minimum of two (2)
percentage points above optimum (+2 and above).
The moisture content ranges specified are to be considered as allowable ranges. The
contractor may have to maintain a narrower range (within the maximum allowable) to
consistently achieve the specified density for some soils or under some conditions. The
moisture content and density of all fill material should be maintained at the specified range
of moisture and density.
Field density tests should be taken as each lift of fill material is placed. One field density
test per lift for each 2,500 to 5,000 square feet of compacted area is recommended. The
project geotechnical engineer maintains the right to adjust the frequency of compaction
tests based on actual field conditions and the contractor’s performance. The earthwork
operations should be observed and tested on a continuing basis by an experienced senior
engineering soil technician/site representative working in conjunction with the project
geotechnical engineer. The contractor is responsible for notifying the testing agency’s on-
site field representative when an area is ready for compaction testing.
The contractor should assist the engineering technician in taking tests to the extent of
furnishing labor and equipment to prepare the areas for testing and curtailing operations in
the vicinity of the test area during testing. Where compaction tests do not comply with the
specifications, the contractor will rework the area and then inform the area is ready for re-
tests.
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Each lift should be compacted, tested, and approved before another lift is added. The
purpose of the field density tests is to provide some indication that uniform and adequate
compaction is being obtained. The actual quality of the fill, as compacted, should be the
responsibility of the contractor and satisfactory results from the tests should not be
considered as a guarantee of the quality of the contractor's filling operations.
The following table provides a summary of the recommendations for placement of general
earth fill.
TTaabbllee 44--11
Summary of General Earthwork Recommendations (General Site Grading)
Construction Step or Component General Description and Requirement
Proof-rolling subgrade prior to fill
placement (after clearing and
grubbing phase)
Use pneumatic tired equipment with gross vehicle
weight of approximately 20 tons (loaded water
truck or scraper; or similar piece of equipment).
Subgrade below fill placement
Scarify and/or disk plow to a minimum depth of 6
inches and then compact to a minimum of 95% of
standard Proctor (ASTM D 698) to a minimum
moisture content of +2 percentage points above
optimum moisture content.
Lift thickness for fill material The loose lift thickness should be 9-inches or less
when placing fill material, prior to compacting.
Testing Requirements
Perform compaction tests (moisture and density)
on a full-time basis at the rate of one test each
2,500 to 5,000 sf per lift.
Field density tests should be taken as each lift of fill material is placed. As a guide, one
field density test per lift for each 2,500 to 5,000 square feet of compacted area is
recommended. A minimum of two tests per lift should be required in any given section.
The earthwork operations should be observed and tested on a continuing basis by an
experienced engineering technician working in conjunction with the project geotechnical
engineer.
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3093 PTR Building-Fort Worth-Geot-July2021.doc 21
4.5 Soil Moisture Content and Compaction
The following table lists the general requirements as well as moisture and compaction
recommendations for soils and base materials. Depending on the location where fill
material is placed and its intended purpose for a structure, some adjustments within these
recommendations could be required.
TTaabbllee 44--22
Recommendations for Soil Moisture Content and Compaction
Type Material General Recommendations Moisture Content Compaction
Range
On-Site Soils
(General fill used
outside limits of
structures)
General Site Fill. Clean soil with no
vegetation, organic material, debris,
and no rocks greater that 4 inches in
maximum dimension.
Minimum of +2
percentage points
above optimum
moisture
95% to 100% of the
maximum standard
Proctor dry density,
ASTM D698
Off-Site Soils
(Hauled onto the
Jobsite). Must be
approved by
engineer.
General Site Fill. Clean clay soil
(free of deleterious material and
debris) with a Liquid Limit (LL) less
than 45, plasticity index less than 25
(classifying as “CL”) and no rock
greater than 4 inches in maximum
dimension.
Minimum of +2
percentage points
above optimum
moisture. Below house
pads the moisture
should be minimum of
+4 for moisture.
95% to 100% of the
maximum standard
Proctor dry density,
ASTM D698. Fill
below house pads
should be compacted
to 93 to 98 percent.
Non-Expansive,
Select Fill Material
(Hauled onto the
Jobsite). Must be
approved by
engineer.
Clayey sand or sandy lean clay with
a Liquid Limit (LL) less than 35
percent and a Plasticity Index (PI)
between 6 and 15.
-1 to +3 percentage
points of optimum
moisture
95% to 100% of the
maximum standard
Proctor dry density,
ASTM D698, for use
on building pads.
Moisture
Conditioned (MC)
On-Site Soils (If
required)
On-Site soils excavated, mixed,
moisture adjusted and returned to
the excavation in lifts to controlled
moisture and density used within
building pads. See also the report
text.
Minimum of +4
percentage points
above optimum
moisture
93% to 98% of the
maximum standard
Proctor dry density,
ASTM D698
Recycled Crushed
Concrete Flexible
Base Material.
Must be approved
by engineer.
TxDOT Item 247, Type D, Grade 1
or 2. For use as protective cover for
Moisture Conditioned Soils. Use
Grade 1 below Paving .
-1 to +3 percentage
points of optimum
moisture
95% to 100% of the
maximum standard
Proctor dry density,
ASTM D698, for use
on building pads.
For use below paving
the minimum
compaction is 98%.
Trench backfill for utilities should be properly placed and compacted. Dense or dry backfill
can swell and create a mound along the ditch line. Loose or wet backfill can settle and form
a depression along the ditch line. Distress to overlying structures, pavements, sidewalks,
etc. can occur if heaving or settling happens. A granular bedding material is recommended
for pipe bedding. Clean coarse sand or well graded crushed rock make good bedding
materials. In all cases the city requirements for utility line embedment material should be
followed.
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Care should be taken to prevent the backfilled trenches from becoming French Drains and
piping surface or subsurface water beneath structures or pavements. The use of numerous
concrete cut-off collars or clay plugs will likely be required to prevent this from occurring.
Trench backfill should be placed and compacted in uniform lifts of 8 to 12 inches and be
tested for moisture and density. We recommend that each lift be tested with spacing of 150
to 300 feet along the trench and as specified by the city. Compaction should be to a
minimum of 95 percent of standard Proctor density (ASTM D 698) at a moisture content
ranging from one percentage point below optimum to four percentage points above
optimum (-1 to +4) or as specified by the city. Where trench depths exceed 10 feet,
compaction of the backfill should be to a minimum of 98% of standard Proctor, for that
portion of the trench backfill below 10 feet or as specified by the city.
4.6 Excavations
Excavations should consider the stability of adjacent structures, street pavement,
underground utilities, etc. Unstable soils include, but are not necessarily limited to, (1)
jointed, fissured, and slickensided materials (2) soils with pockets or layers of sand or
gravel, and (3) soils with groundwater seepage occurring. Slopes in these types of soils
may become unstable during periods of wet weather or as loads are applied to the top
and/or along the slope. The stability is also affected by weather conditions, excavation
depth, adjacent structures, construction equipment, and the length of time the excavation
will remain open.
Excavation of the harder tan weathered limestone and un-weathered hard to very hard gray
limestone rock can be difficult and will typically require heavy duty backhoes with rock tooth
buckets and hoe rams depending on the depth of excavation into the limestone.
Excavation contractors working in the area of this site where limestone rock is present will
be familiar with excavating in the limestone and the type of equipment required to excavate
for utilities, foundations, and streets. Contractors bidding the earthwork and utilities should
dig test pits with backhoes to determine for themselves the consistency and hardness of the
limestone and if present the amount of shallow subsurface seepage.
Surcharge loads, either static or dynamic, should not be applied to the slope, particularly at
the top of slope. Construction equipment should be prevented from traveling along or near
the top of the excavation slope. Monitoring of temporary slopes, trenches, and dewatering
during construction should be undertaken by the contractor to detect early warnings of
movement within slopes, structures, pavements, etc.
Excavations should be shored to provide stability up-slope and to protect construction
workers. In all cases, the requirements of the Occupational Safety and Health
Administration (OSHA) must be followed. It is important for the contractor to monitor the
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slope stability by observation and measurement, and to prevent excessive loads (especially
heavy vibratory loads) from being applied to the slope. The contractor should be
responsible for maintaining the slopes in a safe condition during construction and the use of
slope stability monitoring equipment is recommended. Inclinometers are one means of
measuring slope movement. This report has not been prepared for trench safety design
and slope angle design. These services are considered as additional services and can be
provided by a separate proposal outlining the additional scope of services, if requested.
In the Federal Register, Volume 54, No. 209 (October 1989), the United States Department
of Labor, Occupational Safety and Health Administration (OSHA) amended its
“Construction Standards for Excavations, 29 CFR, part 1926, Subpart P”. This document
was issued to better ensure the safety of workmen entering trenches or excavations. It is
mandated by this federal regulation that excavations, whether they be utility trenches,
basement excavation or footing excavations, be constructed in accordance with the new
OSHA guidelines. It is our understanding that these regulations will be strictly enforced and
if they are not closely followed, the owner and the contractor could be liable for substantial
penalties.
The contractor is solely responsible for designing and constructing stable, temporary
excavations and should shore, slope, or bench the sides of the excavations as required to
maintain stability of both the excavation sides and bottom. The contractor’s “responsible
person”, as defined in 29 CFR Part 1926, should evaluate the soil exposed in the
excavations as part of the contractor’s safety procedures. In no case should slope height,
slope inclination, or excavation depth, including utility trench excavation depth, exceed
those specified in local, state, and federal safety regulations.
We are providing this information solely as a service to our client. LandTec Engineers does
not assume responsibility for construction site safety or the contractor’s or other parties’
compliance with the local, state, and federal safety or other regulations.
Fill or cut slopes constructed in the soils at the site should generally be maintained on
slopes no steeper than 5-Horizontal to 1-Vertical (5H:1V) for slopes up to 4 feet. Some
slopes in this geological formation could require flatter slopes. Slopes over 4 feet in height
should be designed based on site specific geometry and soil strength parameters. This
report has not been prepared for slope angle design.
All slopes, whether temporary construction slopes or permanent fill slopes should be
designed to allow drainage at planned areas where erosion protection can be provided,
instead of allowing surface water to flow down unprotected slopes. Vegetative ground
cover should be provided as soon as practical to completed slopes.
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4.7 Acceptance of Imported Fill
The client should approve any soil hauled onto this project from off-site sources. The
contractor must obtain a written, notarized certification from the landowner of each
proposed off-site soil borrow source stating that to the best of the landowner's knowledge
and belief there has never been contamination of the borrow source site with hazardous or
toxic materials. The certification must be furnished to the owner prior to proceeding to
furnish soils to the site. Soil materials derived from the excavation of underground
petroleum storage tanks shall not be used as fill on this project.
5.0 RETAINING WALLS – PRELIMINARY INFORMATION
5.1 Wall Design and Drainage
The location of retaining walls, if planned for this project, are unknown at this time of report
preparation and the following preliminary information is provided.
Additional geotechnical information will need to be provided by the client once the wall
location is known and should include type wall i.e., conventional cast-in-place, MSE,
stacked rock masonry, etc., allowable differential movements, as well as top and bottom
wall elevations. If retaining walls are limited to differential movements of one (1) inch or
less, a pier and beam foundation system could be required for the wall. Information about
the retaining wall should be provided to LandTec in the form of the latest AutoCAD version
of the wall design plans and specifications prepared by the structural engineer and should
include the civil design drawings.
Retaining walls should be designed for lateral pressures including, but not necessarily
limited to, earth, water, and surcharge. In addition, the wall backfill must be drained. If the
wall is rigid at the top, we recommend a design using the at-rest and drained condition. For
flexible walls, the active state and drained condition should be used.
A wall drainage system is recommended to reduce pressures on the retaining wall. The
drainage system should include a vertical drain on the back side of the wall and a collection
system at the base of the wall. The vertical drain should be at least 12 inches wide and
extend to the surface. The granular drain material, such as ASTM #57 aggregate, should
have a hydraulic conductivity of 1.0 E-2 cm/sec or greater. Geotextile should be used
between the drainage aggregate and the backfill material.
Consideration can also be given to the use of a drainage geocomposite consisting of a
geonet and non-woven geotextile can be used and be like HydroProduct 220 or other
engineer approved drainage composite. The single sided drainage composite with the
geonet side against the wall and the geotextile facing the soil will provide drainage along
the wall and transmit the groundwater to the perimeter drain collection system. Below
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grade walls should also be waterproofed to limit moisture migration through subsurface
walls.
The perimeter drain collection system at the bottom of the vertical drain should consist of a
6-inch minimum diameter slotted or perforated pipe (like Advanced Drainage System ADS
HDPE heavy duty drainpipe) with a minimum slope of one percent.
The pipe should be surrounded by washed aggregate like ASTM #57 aggregate, which is
surrounded by a non-woven geotextile. The perimeter drain should be located at least 12
inches lower than the footing. The collection system should be connected to a sump and
pump system or flow by gravity for discharge.
Clean outs should be provided in the drain system. A test clean out of the drain system
should be performed to verify it is working, prior to backfilling. A similar clean out test
should be performed near the completion of the project to verify the drain system is
working.
5.2 Equivalent Fluid Pressures
The following preliminary information provides additional information for equivalent fluid
pressures including both drained and undrained backfill conditions. Equivalent fluid
pressures (triangular distribution) may be used for the horizontal backfill, non-surcharged
condition. Geotechnical design parameters for various backfill materials are provided in
Table 5-1. The equivalent fluid pressures given here do not include a safety factor,
however a safety factor of at least 1.5 is recommended.
Table 5-1
Equivalent Fluid Pressures
Backfill
Material
Assumed
Angle of
Shearing
Resistance,
degrees
Assumed
Total
Unit
Weight,
pcf
Flexible Walls (Active) Rigid Walls (At-Rest)
Coeff.,
ka
Drained Undrained Coeff.,
ko
Drained Undrained
Non-
Expansive,
Select Fill (1)
25 125 0.33 50 pcf 83 pcf 0.56 67 pcf 101 pcf
Granular
Backfill
(Free
Draining
Gravel (2) or
Sand/Gravel
Mix)
34 120 0.28 35 pcf 82 pcf 0.44 50 pcf 92 pcf
On-Site
Lean Clays
(CL)
20 125 0.41 50 pcf 88 pcf 0.66 78 pcf 103 pcf
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3093 PTR Building-Fort Worth-Geot-July2021.doc 26
1) Non-expansive, select fill material should consist of uniformly blended clayey sand or lean
sandy clay (SC or low CL) with a Liquid Limit (LL) less than thirty-five (35), and a Plasticity
Index (PI) between about 6 and 15 and containing no deleterious material.
2) Granular backfill should have less than 5% passing the #200 mesh sieve and less than 30%
passing the #4 sieve and be non-plastic. Maximum particle size is 1-1/2 inch. ASTM #57
aggregate can be used for this class of material.
The wall backfill limits should extend outward at least two (2) feet from the base of the wall
and then upward on a one horizontal to two vertical (1H:2V) slope. For narrower backfill
widths of granular or select fill soils, the lateral earth pressures for on-site soils should be
used.
The on-site higher plasticity clays are not recommended for wall backfill material because of
swell pressures.
5.3 Additional Lateral Pressures
The location and magnitude of permanent surcharge loads (if present) should be
determined, and the additional pressure generated by these loads, such as the weight of
construction equipment, vehicular loads that are used at the time the structures are being
built and loads due to future structures, traffic, equipment, etc. must also be considered in
the design. Use a pressure coefficient of 0.5 for the lateral component of uniformly
distributed surcharge loads.
5.4 Passive Earth Pressure/Friction Factor for Wall Footings
Passive earth pressures at the toe of the wall footing should only be used if the footing is
placed in direct contact with undisturbed soil, i.e., footing is cast within an excavation. If the
footing is constructed by using forms at grade, i.e., not in an excavation, either lean
concrete should be placed between the footing and the earth wall of the adjacent
excavation, or the footing should have a keyway with a 12-to-18-inch depth extending
below the footing and cast integrally with the footing. The lean concrete must have a
minimum 28-day compressive strength of 2,000 psi. Additionally, the footing should be a
minimum depth of one foot below the lowest adjacent grade. A passive pressure of 450
pounds per square foot of depth can be used in design calculations. A friction factor of 0.35
for mass concrete on stiff undisturbed soil can be used in design.
Shallow footings should only be used in areas where the expansive clays have been
removed and replaced with moisture conditioned or select fill material, otherwise a pier and
beam foundation should support the walls as referenced previously.
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5.5 Backfill Placement and Compaction
The excavated area between the drainage material and excavation face should be
backfilled using select backfill materials (liquid limit in the range of 35 or less) and a
Plasticity Index (PI) in the range of 6 to 15. Such material should be placed in horizontal
layers not to exceed 8-inches in thickness when compacted at optimum moisture to a
minimum density of 95 percent of that obtained by ASTM D 698 compaction procedures.
The backfill material should be placed in maximum of 8-inch lifts and compacted to a
density ranging between 93 and 98 percent of maximum Standard Proctor (ASTM D 698)
dry density at a moisture content ranging from optimum to four (4) percentage points above
optimum (0 to +4). Caution should be exercised not to over-compact the backfill. Over-
compaction will result in excessive lateral earth pressures. Hand-operated tampers or other
lightweight compactors are preferred in the three-foot area adjacent to walls.
Even with proper compaction, deep fills and trench backfills are subject to some long-term
settlement. Experience has indicated that some settlement of the well compacted fill should
be anticipated for fills greater than about five feet thick. The settlement will result in
movement of supported sidewalks or floor slabs placed on fill, and shear loads on pipes
passing through the fill into the structure. Total settlement of the fill on the order of 1 to 2
percent of the total compacted fill thickness may occur. For example, 100 inches of fill
would be expected to settle in the range of 1 to 2 inches. This fill settlement could result in
some movement of sidewalks, pavement, drives, etc. and could also increase the vertical
load on and possible deflection of utilities crossing through the fill. Pipes and conduits in fill
should be designed for potential soil loading due to settlement within the fill.
Placement of a relatively impervious soil in the upper layer of the backfill around the exterior
of the structure (where the surface is not paved) for the purpose of minimizing the amount
of infiltration of the outside surface water is recommended. The uppermost 18 inches of
backfill material should consist of sandy lean clay or lean clay with a LL in the range of 35
to 45, a PI in the range of 20 to 25, and the amount passing the No. 200 sieve greater than
50 percent. The ground surface should slope away from the structure on a gradient of 1 to 2
percent, such that surface water does not pond adjacent to the structure within the backfill
zone.
This report has not been prepared for analysis of retaining wall global stability. If these
services are desired and requested, we would be pleased to provide stability analysis as an
additional scope of service.
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6.0 PAVEMENT RECOMMENDATIONS
6.1 Pavement Considerations
We understand jointed reinforced concrete pavement will be used for this project and the
concrete will be placed on compacted subgrade. Recommendations for thickness of
concrete paving on the compacted, non-stabilized subgrade are provided herein. Traffic
loads are anticipated to be produced primarily by cars, pickups, SUVs, and light delivery
trucks.
In some cases, all types of vehicles will travel over the pavement, particularly driveways. If
heavier loading conditions are expected, the pavement sections provided herein should be
re-evaluated. The following paragraphs provide general information for subgrade
preparation and paving for parking and drives constructed at the site.
The subgrade materials for paving are anticipated to consist of clay, clay and limestone mix
and limestone depending on the depth of cut and materials used for fill.
Where hard slabs of weathered limestone rock are encountered when grading to final
subgrade elevation, the hard limestone may have to be under-cut and flexible base material
or clay and broken-down limestone mix can be placed to support the new concrete
pavement.
For sections of the pavement where the subgrade is composed of mainly weathered
limestone, the typically approach is to undercut the limestone and place flexible base
material to provide uniform support for the concrete pavement.
In some cases, other methods and/or combinations of methods are available for providing a
quality subgrade to support the concrete pavement.
6.2 Pavement Subgrade
The anticipated subgrade type will be the onsite compacted and tested clay soils with some
severely weathered and weathered limestone. We recommend all fill material and final
subgrade be compacted to at least 95 percent and not over 100 percent of standard Proctor
density (ASTM D698) to a moisture content between optimum and four percentage points
above optimum (0 to +4). Fill should be placed in maximum of 9-inch lifts.
Compaction tests should be performed on the processed fill soils and final subgrade at the
rate of one test per each 2,500 to 5,000 sq. ft. or less to determine compliance with
specifications for moisture and density.
The moisture content and density of the completed subgrade section must be maintained
until the paving is placed.
LANDTEC ENGINEERS
3093 PTR Building-Fort Worth-Geot-July2021.doc 29
6.3 Concrete Pavement Sections
The following pavement sections are given for preliminary information at this time. As the
project develops into the design phase and additional information is determined this table
can be re-evaluated.
TTaabbllee 66--11
Pavement Sections for Drives and Parking Lots on Compacted
Non-Stabilized Subgrade
Pavement Sections Jointed Reinforced
Concrete Pavement,
Thickness
(minimum)
6-inch Compacted,
Tested & Approved
Subgrade
(Non-Stabilized)
Light Duty Paving - Parking Lot Stalls/ Cars/
Pick Up Trucks/ SUV’s Only
(Approximately 50,000 to 100,000 18-kip
ESAL’s or less)
6 inches 6 inches
Medium Duty Paving - Drives w/ Occasional
Light Trucks, Garbage Trucks and Dumpster
Pads
(Approximately 100,000 to 150,000 18-kip
ESAL’s or less)
7 inches 6 inches
In areas where heavy trucks such as transport trucks, 18-wheel trucks and waste collection
trucks are anticipated, a specific pavement analysis should be made. Information needed
for the pavement analysis includes truck type, loading and repetitions per day. Fire lanes
may require thicker pavements as per City of Fort Worth minimum design criteria.
6.4 Pavement Requirements
Concrete and reinforcing steel should consist of the following as a minimum.
Reinforced Concrete Pavement: The materials and properties of reinforced concrete
should meet applicable requirements in the ACI Manual of Concrete Practice. The Portland
cement concrete mix should have a minimum 28-day compressive strength of 3,600 psi. It
should contain a minimum of 4.5 ± 1.5 percent entrained air.
Control Joint Spacing: Control joints should be spaced at about 18 to 24 times the
thickness of the pavement with thickness in inches and spacing in feet. A maximum control
joint spacing of 12 to 15 feet is recommended. Saw cut control joints should be cut within 6
to 12 hours of concrete placement.
LANDTEC ENGINEERS
3093 PTR Building-Fort Worth-Geot-July2021.doc 30
Jointing Plan: A site specific jointing plan should be prepared for all concrete pavements.
We recommend the concrete pavement details for joint spacing, joint reinforcement, and
joint sealing be prepared in accordance with American Concrete Institute (ACI 330R-01 and
ACI 325R.9.91). Expansion (isolation) joints must be full depth and should only be used to
isolate fixed objects abutting or within the paved area.
Surface drainage should be provided during construction and maintained throughout the life
of the structure. Consideration should be given to the design and location of planting areas
or other features which would produce moisture concentration adjacent to or beneath the
paving. Joints should be sealed with a flexible joint sealer to prevent infiltration of surface
water. Maintenance should include periodic inspection for open joints and cracks and
resealing, as necessary.
Further, the concrete paving should have adequate crack control and expansion joints,
including sealed joints and maintenance will need to include re-sealing joints to prevent
moisture intrusion into the subgrade. If will be very important to keep cracks and joints
sealed and to provide proper drainage across the pavement with no flat grades. Open
cracks or joints will allow water to enter the subgrade and cause general deterioration of the
pavement and subgrade.
The use of sand or select fill as a leveling course below pavement should be prevented.
The porous soils can allow water inflow between the pavement and subgrade, causing
heave or strength loss within the subgrade soil.
Since the soils at this site consist of expansive clays, some movements within the
pavement section should be expected. Proper drainage should be provided both during
and after construction, and a minimum slope of two (2) percent is recommended for the
paved areas. ADA slope requirements must also be followed. Emphasis should be given to
areas where the pavement is placed directly adjacent to entries. If the subgrade heaves,
the pavement could result in sloping toward the building, causing problems with drainage,
door opening and closing, etc. The pavement should be maintained properly, including the
use of a flexible joint material to seal cracks which can occur during the life of the
pavement. A proper testing and inspection program during construction is also vital to the
overall long-term performance of the pavement.
Pavement design methods are intended to provide structural sections with adequate
thickness over a subgrade such that wheel loads are reduced to a level the subgrade can
support. The support characteristics of the subgrade for pavement design do not account
for shrink/swell movements on an expansive clay subgrade such as the soils encountered
on this project. Thus, the pavement may be adequate from a structural standpoint, yet still
experience cracking and deformation due to shrink/swell related movement of the
subgrade. It is therefore important to minimize moisture changes in the subgrade both
during construction and during the life of the pavement to reduce shrink/swell movements.
LANDTEC E NGI NEERS
3093 PTR Building-Fort Worth-Geot-July2021.doc 31
Post-construction subgrade movements and some cracking of the pavements are not
uncommon for subgrade conditions such as those observed at this site. Reducing moisture
changes in the subgrade is important to reduce shrink/swell movements.
Related civil design factors such as subgrade drainage, edge or shoulder support, cross-
sectional configurations, surface elevations and environmental factors which will
significantly affect the service life must be included in the preparation of the construction
drawings and specifications. Normal periodic maintenance will also be required.
7.0 SUBGRADE AND PAVEMENT MAINTENANCE
7.1 Preventative Maintenance
Long-term pavement performance will be dependent upon several factors, including
maintaining subgrade moisture levels and providing for preventative maintenance. The
following recommendations should be implemented to help promote long-term pavement
performance:
1. Site grading should be designed to drain away from the pavements, preferably at a
grade of 1 to 2 percent. ADA slope requirements must also be followed.
2. The subgrade and the pavement surface should be designed to promote proper
surface drainage, preferably at a grade of 1 to 2 percent.
3. Joint sealant should be installed, and cracks sealed immediately.
4. Curbs should be extended into the underlying subgrade for a depth of at least 4
inches to help prevent moisture migration into the subgrade soils beneath the
pavement section.
5. Compacted, low permeability clay backfill should be placed against the exterior side
of the curb and gutter.
Preventative maintenance should be planned and provided for the pavements at this site.
Preventative maintenance activities are intended to slow the rate of pavement deterioration
and consist of both localized maintenance (e.g., crack, and joint sealing and patching) and
global maintenance (e.g., surface sealing). Prior to implementing any maintenance,
additional engineering observations are recommended to determine the type and extent of
preventative maintenance.
Pavements will be subject to differential movement due to heave in the site soils. Flat
grades should be avoided with positive drainage provided away from the pavement edges.
Backfilling of curbs should be accomplished as soon as practical to prevent ponding of
water.
LANDTEC E N GINEERS
3093 PTR Building-Fort Worth-Geot-July2021.doc 32
Openings in pavement, such as landscape islands, are sources for water infiltration into
surrounding pavements. Water collects in the islands and migrates into the surrounding
subgrade soils thereby degrading support of the pavement. This is especially applicable for
islands with raised concrete curbs, irrigated foliage, and low permeability near-surface soils.
The civil design for the pavements with these conditions should include features to restrict
or to collect and discharge excess water from the islands. Examples of features are edge
drains connected to the storm water collection system or other suitable outlet and
impermeable barriers (vertical moisture barriers) preventing lateral migration of water such
as a cutoff wall installed to a depth of at least 5 feet below the pavement structure.
7.2 Secondary Considerations - Paving
1. Utility ditches should be backfilled so that they do not become conduits that allow
surface water to flow adjacent to or below the pavement. This can be accomplished
using clay or concrete plugs placed within the trench backfill.
2. Landscape irrigation systems should be designed and located to prevent excessive
moisture adjacent to paving. Systems should not be located where water will be
sprayed and subsequently drain downward and flow into the soils beneath paving.
3. Excessive irrigation in parking lot islands can cause the surrounding pavement to
heave and crack. Utility trenches in and between islands (irrigation, lighting, etc.
trenches) should be backfilled with clayey soils to prevent flow of storm and
irrigation water below the pavement. Clay plugs or similar means to cut off the flow
of excess water below paving is important.
4. Utility lines should be designed with some degree of flexibility and/or with a sleeve
to reduce the potential for damage to the utilities should movement occur.
5. Trees and tree root zones can have an impact on structures, paving and general
flatwork by causing the soil to dry and shrink, which in turn causes the concrete to
undergo settlement. We recommend trees or large bushes not be planted within a
distance equal to or more than one to one- and one-half times the mature height of
the tree. Vertical moisture barriers can be used between the item to be protected
and the tree to provide a barrier to roots. Barriers should be at least 5 feet deep and
can consist of narrow trenches filled with concrete or other impervious material such
as a heavy mil plastic or HDPE.
8.0 GENERAL COMMENTS AND CONDITIONS
In any geotechnical study, the design recommendations are based on a limited amount of
information about the subsurface conditions. In the analysis, the geotechnical engineer
must assume the subsurface conditions are like the conditions encountered in the boring.
However, during construction, anomalies in the subsurface conditions are quite often
revealed.
LANDTEC E N GINEERS
3093 PTR Building-Fort Worth-Geot-July2021.doc 33
Confirmation-Dependent Recommendations: Do not rely on these recommendations until
the Geotechnical Engineer of Record (GER) confirms through field observation that the
inferred conditions on which the recommendations are based are the conditions that exist.
If observation suggests otherwise, your GER will develop the necessary modifications.
The project geotechnical engineer of record should be retained to observe earthwork and
foundation installation and perform materials evaluation during the construction phase of
the project. This enables the project geotechnical engineer to be familiar with the project
and to be readily available to evaluate unanticipated conditions, to conduct additional tests
if required and, when necessary, to recommend alternative solutions to unanticipated
conditions.
It is proposed that construction observation commence at the outset of the project.
Experience has shown that the most suitable method for procuring these services is for the
client to contract directly with the geotechnical / materials engineer. This results in a clear,
direct line of communication between the client or his representative and the geotechnical /
materials engineer.
The services described in this report were performed consistent with generally accepted
geotechnical engineering principles and practices. No other warranty, expressed or implied,
is made. These services were performed in agreement with our client. This report is solely
for the use and information of our client unless otherwise noted. Any reliance on this report
by a third party is at such party's sole risk.
Opinions and recommendations contained in this report apply to conditions existing when
services were performed and are intended only for the client, purposes, locations, time
frames, and project parameters indicated. We do not warrant the accuracy of information
supplied by others, or the use of segregated portions of this report.
The conclusions and recommendations in this report are invalid if:
the report is used for adjacent or other property or buildings.
grades, shallow perched seepage water levels, or both, change between the
issuance of this report and construction.
any other change is implemented that materially alters the project from that
proposed when this report was prepared.
The boring logs do not provide a warranty of the conditions that may exist at the entire site.
The extent and nature of subsurface soil and groundwater variations may not become
evident until construction begins. Variations in soil conditions between borings could
possibly exist between or beyond the points of exploration or groundwater elevations may
change, both of which may require additional studies, consultation, and possible design
LANDTEC E N GINEERS
3093 PTR Building-Fort Worth-Geot-July2021.doc 34
revisions. Any person associated with this project who observes conditions or features of
the site or surrounding areas that are different from those described in this report should
report the differences immediately for consideration and evaluation. This report was
prepared solely for the use of our client and should be reviewed in its entirety.
Surface and subsurface conditions can change over time. If there is a substantial lapse of
time between this report being issued and the start of construction at the site, conditions
could have changed due to natural causes and/or to construction work. The site could have
been excavated and/or filled after the borings were made and subsurface seepage could be
higher or lower than when the borings were made. The recommendations provided in the
report should not be considered applicable for an extended timeframe after the borings
were made. LandTec should be contacted to review contents of the report if the client
suspects the site has been altered by excavation or filling or any other activities noticed by
the client, especially if 6 to 12 months or more have passed since the report was issued.
It is recommended that LANDTEC be retained to review those portions of the plans and
specifications for this project that pertain to geotechnical recommendations contained in this
report to determine whether the recommendations have been interpreted as intended. This
is typically done when the plans are at the 50 to 75 percent design level
APPENDIX A
Plan of Borings, Subsurface Profile, Boring Logs,
General Notes, & Description of Field Exploration
NTS
LEGEND
GBORING LOCATION
B-1
NOTE: BORING LOCATIONS ARE APPROXIMATE.
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it
PLAN OF BORINGS
PTR FACILITY
FORT WORTH, TEXAS
Q:\Projects\PTR Ft. Worth GEO — 3093\DRAWING\POB.dwg
7-7
LANDTE
ENGINEERS
TBPE REGISTRATION NO. F-329
TBPLS REGISTRATION NO. 100956-00
3906 W IH-20, STE 100 817-572-2818
ARLINGTON, TX 76017 WWW.LANDTECENG.COM
•
NTS
LEGEND
GBORING LOCATION
B-1
NOTE: BORING LOCATIONS ARE APPROXIMATE.
Zb' :JNIMb'2:14
:A8 A21ddV
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SUBSURFACE PROFILE
PTR FACILITY
FORT WORTH, TEXAS
Q:\Projects\PTR Ft. Worth GEO — 3093\DRAWING\POB.dwg
LANDTE
ENGINEERS
TBPE REGISTRATION NO. F-329
TBPLS REGISTRATION NO. 100956-00
3906 W IH-20, STE 100 817-572-2818
ARLINGTON, TX 76017 WWW.LANDTECENG.COM
•
17 63
64
10.8
11.9
12.4
12.3
111.5
4.5+
4.5+
4.5+
4.5+
6.3
U1
U2
U3
U4
T5
T6
T7
T8
T9
SANDY LEAN CLAY (CL), dark
brown, very stiff, dry, w/limestone
fragments
SANDY LEAN CLAY (CL), brown,
very stiff, dry
WEATHERED LIMESTONE, tan,
moderately hard, dry w/some tan clay
seams & layers
LIMESTONE, gray, hard, dry w/some
shale seams (ROCK)
651.8
649.3
636.8
627.8
100/
1.5"
100/
1.0"
100/
0.5"
100/
0.5"
100/
0.25"
40 23
1.0
3.5
16.0
25.0
Re
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BORING LOG
B-1
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PTR Facility
Fort Worth, Texas
Un
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e
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,
pc
f
Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The
stratification lines represent the approximate boundary between soil types and the transition can be gradual.
Sa
m
p
l
e
s
Completion Depth: 25 ft
Date: 7/9/2021
Driller: Texplor
FIGURE A3
Remarks: Seepage not observed during drilling. Dry @ completion.
RQ
D
Location: See Plan of Borings
Surface El.: 652.8
5
10
15
20
25
30
De
p
t
h
,
f
e
e
t
Sheet 1 of 1
Northing: 6975769.4
Easting: 2295092.8 Pe
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a
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i
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n
Bl
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s
/
F
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t
3093
Project:
Project Number:
%
P
a
s
s
i
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g
No
.
2
0
0
S
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MATERIAL DESCRIPTION
Pl
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BO
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7
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12
19
56
72
8.5
15.0
15.4
103.0
109.4
4.5+
4.5+
4.5+
0.4
8.9
U1
U2
U3
T4
T5
T6
T7
T8
SANDY LEAN CLAY (CL), dark
brown, very stiff, dry w/limestone
fragments
CLAY (CH), tan, very stiff, dry w/some
severely weathered limestone seams
WEATHERED LIMESTONE, tan,
moderately hard, dry w/some tan clay
seams & layers
LIMESTONE, gray, hard, dry w/some
shale seams (ROCK)
655.3
653.3
644.3
631.3
100/
2.0"
100/
1.5"
100/
1.0"
100/
0.5"
100/
0.5"
26
56
14
37
1.0
3.0
12.0
25.0
Re
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%
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BORING LOG
B-2
Mo
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Co
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,
%
Li
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t
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,
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f
Sy
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b
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/
U
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S
PTR Facility
Fort Worth, Texas
Un
i
t
D
r
y
W
e
i
g
h
t
,
pc
f
Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The
stratification lines represent the approximate boundary between soil types and the transition can be gradual.
Sa
m
p
l
e
s
Completion Depth: 25 ft
Date: 7/9/2021
Driller: Texplor
FIGURE A4
Remarks: Seepage not observed during drilling. Dry @ completion.
RQ
D
Location: See Plan of Borings
Surface El.: 656.3
5
10
15
20
25
30
De
p
t
h
,
f
e
e
t
Sheet 1 of 1
Northing: 6975908.1
Easting: 2295130.3 Pe
n
e
t
r
a
t
i
o
n
Bl
o
w
s
/
F
o
o
t
3093
Project:
Project Number:
%
P
a
s
s
i
n
g
No
.
2
0
0
S
i
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v
e
MATERIAL DESCRIPTION
Pl
a
s
t
i
c
i
t
y
I
n
d
e
x
BO
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N
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L
O
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/
F
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E
(
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&
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3
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9
3
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7
/
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6
/
2
1
15
16
57
73
20.1
9.8
16.7
17.7
16.3
99.9
112.7
108.0
4.5+
4.5+
4.5+
4.5+
4.5+
0.5
4.6
3.5
U1
U2
U3
U4
U5
T6
T7
T8
T9
LEAN CALCAREOUS CLAY (CL),
tan, very stiff, dry, w/limestone fragments
LEAN CLAY & CLAY (CL-CH),
reddish brown & brown, very stiff, dry
WEATHERED LIMESTONE, tan,
moderately hard, dry w/some tan clay
seams & layers
LIMESTONE, gray, hard, dry w/some
shale seams
659.2
655.2
644.2
635.2
100/
1.5"
100/
1.0"
100/
0.5"
100/
0.5"
46
49
31
33
1.0
5.0
16.0
25.0
Re
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,
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f
BORING LOG
B-3
Mo
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Co
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t
,
%
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n
g
t
h
,
t
s
f
Sy
m
b
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l
/
U
S
C
S
PTR Facility
Fort Worth, Texas
Un
i
t
D
r
y
W
e
i
g
h
t
,
pc
f
Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The
stratification lines represent the approximate boundary between soil types and the transition can be gradual.
Sa
m
p
l
e
s
Completion Depth: 25 ft
Date: 7/9/2021
Driller: Texplor
FIGURE A5
Remarks: Seepage not observed during drilling. Dry @ completion.
RQ
D
Location: See Plan of Borings
Surface El.: 660.2
5
10
15
20
25
30
De
p
t
h
,
f
e
e
t
Sheet 1 of 1
Northing: 6976053.1
Easting: 2295131.4 Pe
n
e
t
r
a
t
i
o
n
Bl
o
w
s
/
F
o
o
t
3093
Project:
Project Number:
%
P
a
s
s
i
n
g
No
.
2
0
0
S
i
e
v
e
MATERIAL DESCRIPTION
Pl
a
s
t
i
c
i
t
y
I
n
d
e
x
BO
R
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N
G
L
O
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W
/
F
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(
E
L
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&
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P
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)
3
0
9
3
P
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.
G
P
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L
A
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D
T
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C
.
G
D
T
7
/
2
6
/
2
1
14
16
73
73
13.9
14.4
13.4
14.9
16.2
108.0
114.2
111.8
4.5+
4.5+
4.5+
4.5+
4.5+
3.7
5.0
2.0
U1
A2
T3
U4
U5
U6
U7
T8
T9
T10
LEAN CALCAREOUS CLAY (CL),
tan, very stiff, dry, w/limestone fragments
WEATHERED LIMESTONE, tan, very
stiff, to moderately hard, dry w/tan clay
seams & layers
LEAN CLAY (CL), reddish brown &
brown, very stiff, dry
LEAN CALCAREOUS CLAY (CL),
tan, very stiff, dry w/some severely
weathered limestone seams & layers
WEATHERED LIMESTONE, tan,
moderately hard, dry w/some tan clay
seams & layers
LIMESTONE, gray, hard, dry w/some
shale seams (ROCK)
662.9
659.9
656.9
650.9
644.9
638.9
100/
2"
100/
1.5"
100/
1.0"
100/
0.5"
41
28
27
12
1.0
4.0
7.0
13.0
19.0
25.0
Re
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%
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f
BORING LOG
B-4
Mo
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U
S
C
S
PTR Facility
Fort Worth, Texas
Un
i
t
D
r
y
W
e
i
g
h
t
,
pc
f
Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The
stratification lines represent the approximate boundary between soil types and the transition can be gradual.
Sa
m
p
l
e
s
Completion Depth: 25 ft
Date: 7/9/2021
Driller: Texplor
FIGURE A6
Remarks: Seepage not observed during drilling. Dry @ completion.
RQ
D
Location: See Plan of Borings
Surface El.: 663.9
5
10
15
20
25
30
De
p
t
h
,
f
e
e
t
Sheet 1 of 1
Northing: 6976186.1
Easting: 2295132.5 Pe
n
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t
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n
Bl
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s
/
F
o
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t
3093
Project:
Project Number:
%
P
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s
i
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g
No
.
2
0
0
S
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MATERIAL DESCRIPTION
Pl
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18 8316.2
19.4
18.9
15.9
106.8
104.5
4.5+
4.5+
4.5+
4.5+
4.5+
4.5+
5.6
2.2
U1
U2
U3
U4
U5
U6
T7
LEAN CALCAREOUS CLAY (CL),
tan, very stiff, dry, w/limestone fragments
LEAN CLAY & CLAY (CL-CH),
reddish brown & brown, very stiff, dry
WEATHERED LIMESTONE, tan,
moderately hard, dry w/some tan clay
seams & layers
655.1
650.6
646.1
100/
1.5"
48 30
1.0
5.5
10.0
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BORING LOG
B-5
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PTR Facility
Fort Worth, Texas
Un
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,
pc
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Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The
stratification lines represent the approximate boundary between soil types and the transition can be gradual.
Sa
m
p
l
e
s
Completion Depth: 10 ft
Date: 7/9/2021
Driller: Texplor
FIGURE A7
Remarks: Seepage not observed during drilling. Dry @ completion.
RQ
D
Location: See Plan of Borings
Surface El.: 656.1
5
10
15
20
25
30
De
p
t
h
,
f
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e
t
Sheet 1 of 1
Northing: 6975756.3
Easting: 2295373.4 Pe
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Bl
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3093
Project:
Project Number:
%
P
a
s
s
i
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g
No
.
2
0
0
S
i
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MATERIAL DESCRIPTION
Pl
a
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t
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I
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BO
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1
15 6811.2
10.8
4.5+
4.5+
4.5+
4.5+
U1
U2
U3
U4
T5
T6
SANDY LEAN CLAY (CL), dark
brown, very stiff, dry, w/limestone
fragments
LEAN CALCAREOUS CLAY (CL),
tan, very stiff, dry w/some severely
weathered limestone seams & layers
WEATHERED LIMESTONE, tan,
moderately hard, dry w/some tan clay
seams & layers
666.2
664.2
658.2
100/
1"
100/
0.5"
37 22
2.0
4.0
10.0
Re
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%
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BORING LOG
B-6
Mo
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%
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PTR Facility
Fort Worth, Texas
Un
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t
D
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W
e
i
g
h
t
,
pc
f
Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The
stratification lines represent the approximate boundary between soil types and the transition can be gradual.
Sa
m
p
l
e
s
Completion Depth: 10 ft
Date: 7/9/2021
Driller: Texplor
FIGURE A8
Remarks: Seepage not observed during drilling. Dry @ completion.
RQ
D
Location: See Plan of Borings
Surface El.: 668.2
5
10
15
20
25
30
De
p
t
h
,
f
e
e
t
Sheet 1 of 1
Northing: 6976454.6
Easting: 2295149.6 Pe
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t
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i
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Bl
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/
F
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3093
Project:
Project Number:
%
P
a
s
s
i
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g
No
.
2
0
0
S
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MATERIAL DESCRIPTION
Pl
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I
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BO
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7
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2
6
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2
1
20 5311.2
12.9
108.1
4.5+
4.5+
4.5+
2.7
U1
A2
U3
U4
T5
T6
LEAN CALCAREOUS CLAY (CL),
tan, very stiff, dry, w/limestone fragments
WEATHERED LIMESTONE, tan, very
stiff, to moderately hard, dry w/tan clay
seams & layers
LEAN CALCAREOUS CLAY (CL),
tan, very stiff, dry w/some severely
weathered limestone seams & layers
WEATHERED LIMESTONE, tan,
moderately hard, dry w/some tan clay
seams & layers
683.2
682.2
680.2
674.2
100/
0.5"
100/
1.0"
27 7
1.0
2.0
4.0
10.0
Re
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%
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BORING LOG
B-7
Mo
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,
%
Li
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C
S
PTR Facility
Fort Worth, Texas
Un
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t
D
r
y
W
e
i
g
h
t
,
pc
f
Soil and rock descriptions on this boring log are a compliation of data collected in both the field and the laboratory. The
stratification lines represent the approximate boundary between soil types and the transition can be gradual.
Sa
m
p
l
e
s
Completion Depth: 10 ft
Date: 7/9/2021
Driller: Texplor
FIGURE A9
Remarks: Seepage not observed during drilling. Dry @ completion.
RQ
D
Location: See Plan of Borings
Surface El.: 684.2
5
10
15
20
25
30
De
p
t
h
,
f
e
e
t
Sheet 1 of 1
Northing: 6976325.2
Easting: 2295658.4 Pe
n
e
t
r
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t
i
o
n
Bl
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/
F
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3093
Project:
Project Number:
%
P
a
s
s
i
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g
No
.
2
0
0
S
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MATERIAL DESCRIPTION
Pl
a
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I
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BO
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7
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2
6
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2
1
LOOKING WEST
PROFILE A-A'
B-1 - B-2 - B-3 - B-4
SOUTH NORTH
Existing
Ground
Surface
Proposed Finish Floor - 657.0'
??
??
Figure A11
GENERAL NOTES
DRILLING AND SAMPLING SYMBOLS:
U : Thin-Walled Tube - 3” O.D., Unless otherwise noted
A : Auger Sample
S : Split Spoon - 2” O.D., Unless otherwise noted
W : Wash Sample
C : Core Barrel
T : TxDOT Cone Penetrometer (TCP)
RELATIVE DENSITY
OF COARSE -GRAINED SOILS:
CONSISTENCY
OF FINE-GRAINED SOILS:
Penetration Resistance
Blows/foot
Relative
Density
Unconfined
Compressive
Strength, Qu, tsf
Consistency
0-4 Very Loose Less than 0.25 Very Soft
4-10 Loose 0.25 to 0.50 Soft
10-30 Medium Dense 0.50 to 1.00 Firm
30-50 Dense 1.00 to 2.00 Stiff
over 50 Very Dense 2.00 to 4.00 Very Stiff
4.00 and higher Hard
TERMS CHARACTERIZING SOIL STRUCTURE:
Slickensided : Having inclined planes of weakness that are slick and glossy in appearance.
Fissured : Containing shrinkage cracks, frequently filled with fine sand or silt; usually more
or less vertical.
Laminated : Composed of thin layers of varying color and texture.
Interbedded : Composed of alternate layers of different soil types.
Calcareous : Containing appreciable quantities of calcium carbonate.
Well graded : Having wide range in grain sizes and substantial amounts of all intermediate
particle sizes.
Poorly graded : Predominantly of one grain size, or having a range of sizes with some
intermediate size missing.
NOTE: Slickensided and fissured clays may have lower unconfined compressive strengths because of
planes of weakness or cracks in the soil. The consistency rating of such soils is based on penetrometer
readings.
DEGREE OF WEATHERING:
Unweathered : Rock in its natural state before being exposed to atmospheric agents.
Slightly Weathered : Noted predominantly by color change with no disintegrated zones.
Weathered/Severely Weathered: Complete color change with consistency, texture, and general
appearance approaching soil.
SUBSURFACE CONDITIONS:
Soil and rock descriptions on the boring logs are a compilation of field data as well as from laboratory
testing of samples. The stratification lines represent the approximate boundary between materials and the
transition can be gradual.
Water level observations have been made in the borings at the times indicated. It must be noted that
fluctuations in the groundwater level may occur due to variations in rainfall, hydraulic conductivity of soil
strata, construction activity, and other factors.
Hardness terms for soil and rock are for relative comparison of the various samples, and are not intended to
be used as an indication of the ease or difficulty of excavation or of excavation stability. Hardness terms on
the logs may be based upon a combination of the test and observation methods listed above, and upon
field observations.
Water Level
(Level where first
observed)
Water Level
(Level after exploration
completed)
Figure A12
CLASSIFICATION OF SOILS
Criteria for Assigning Group Symbols and Group Names Using
Laboratory Tests
Soil Classification
Group
Symbol
Group Name
GRAVELS
More than 50%
of coarse
fraction
retained on
No. 4 sieve
CLEAN
GRAVELS
Less than 5%
fines
CU ≥ 4 and 1 ≤ Cc ≤ 3 GW Well-graded
Gravel
CU ≤ 4 and 1 ≥ Cc ≥ 3 GP Poorly-graded
Gravel
GRAVELS
WITH FINES
More than
12% of fines
Fines classify as ML or MH GM Silty Gravel
Fines classify as CL or CH GC Clayey Gravel
SANDS
50% or more of
coarse fraction
retained on
No. 4 sieve
CLEAN
SANDS
Less than 5%
fines
CU ≥ 6 and 1 ≤ Cc ≤ 3 SW Well-graded Sand
CU ≤ 6 and 1 ≥ Cc ≥ 3 SP Poorly-graded
Sand
SANDS
WITH FINES
More than
12% fines
Fines classify as ML or MH SM Silty Sand
Fines classify as CL or CH SC Clayey Sand
SILTS AND
CLAYS
Liquid limit less
than 50%
Inorganic PI ˃ 7 and plots on or above “A”
line
CL Lean Clay
PI ˂ 4 and plots below “A” line ML Silt
Organic Liquid limit – ovendried
Liquid limit – not dried ˂ 0.75 OL Organic Clay
Organic Silt
SILTS AND
CLAYS
Liquid limit
more than 50%
Inorganic PI plots on or above “A” line CH Fat Clay
PI plots below “A” line MH Elastic Silt
Organic Liquid limit – ovendried
Liquid limit – not dried ˂ 0.75 OH Organic Silt
Organic Silt
Highly fibrous
organic soils
Primary organic matter, dark in color, and organic
odor
Pt Peat
LANDTEC E N GINEERS
3093 PTR Building-Fort Worth-Geot-July2021.doc A13
Description of Field Exploration
Subsurface materials at the project site were explored by seven (7) borings drilled July 9,
2021, at the locations selected and staked by Nationwide Construction. The approximate
locations are shown on the Plan of Borings in Appendix A. The boring logs and a key to
terms and descriptions on the logs are provided in Appendix A.
Elevations and coordinates provided on our boring logs are based on the Trimble Network
System for NAD 83, North Central Texas Zone 4202 using Trimble R8 GPS equipment.
Elevations may or may not tie into the site-specific elevations or benchmarks used by the
civil engineer, city, or surveyor. If site benchmark information is used by the civil engineer
or surveyor, please forward to us so we can compare our survey elevations.
Soil descriptions on the boring logs are a compilation of field log data as well as from
laboratory testing of samples. The stratification lines represent the approximate boundary
between soil types and the transition can be gradual. The boring logs presented in this
report represent the engineer’s interpretation of the field logs, visual observation of the
samples as well as results of laboratory tests.
Relatively undisturbed samples of cohesive soils encountered in the borings were obtained
with a Shelby tube sampler. Depths at which these samples were taken, designated "U,"
are indicated in the "Sample" column of the boring log. Estimates of the consistency of the
cohesive soil samples were obtained in the field using a hand penetrometer. The result of a
hand penetrometer reading is recorded at a corresponding depth in the "Penetrometer,
TSF" column of the boring log. When the capacity of the hand penetrometer is exceeded,
the value of 4.5+ is recorded.
The harder materials were evaluated in place by the Texas Department of Transportation
(TxDOT) Cone Penetrometer Test (CPT). Either the number of blows required to produce
12 inches of penetration, or the inches of penetration due to 100 blows of the hammer are
noted on the boring log designated "T" in the "Penetration Resistance" column.
Short term observations were made in the borings to observe for shallow subsurface
seepage. Water level observations made during drilling and shortly after completion of the
borings are noted on the respective logs. Water level measurements refer only to those
observed at the times and places indicated, and can vary with time, geologic condition,
construction activity, rainfall, and other factors.
APPENDIX B
Summary of Laboratory Results, Test Reports &
Description of Laboratory Testing
B-1 0.5 10.8
B-1 1.5 40 17 23 63 11.9 111.5 6.3
B-1 2.5 64 12.4
B-1 3.5 12.3
B-2 0.5 26 12 14 56 8.5 103.0 0.4
B-2 1.5 15.0
B-2 2.5 56 19 37 72 15.4 109.4 8.9
B-3 0.5 20.1 99.9 0.5
B-3 1.5 46 15 31 57 9.8 112.7 4.6
B-3 2.5 16.7
B-3 3.5 49 16 33 73 17.7 108.0 3.5
B-3 4.5 16.3
B-4 0.5 13.9 108.0 3.7
B-4 4.5 41 14 27 73 14.4 114.2 5.0
B-4 5.5 13.4
B-4 7.0 28 16 12 73 14.9 111.8 2.0
B-4 9.0 16.2
B-5 1.5 48 18 30 83 16.2 106.8 5.6
B-5 2.5 19.4
B-5 3.5 18.9 104.5 2.2
B-5 5.5 15.9
B-6 0.5 37 15 22 68 11.2
B-6 1.5 10.8
B-7 2.5 27 20 7 53 11.2 108.1 2.7
B-7 3.5 12.9
%<#200
Sieve
Water
Content
(%)
Dry
Density
(pcf)
Unconfined
Compressive
Strength
tsf
Summary of Laboratory Results
Sheet 1 of 1
Liquid
LimitDepth Plastic
Limit
Plasticity
IndexBorehole
PTR Facility
Fort Worth, Texas
3093
Project:
Number: Date:7/9/2021US
_
L
A
B
_
S
U
M
M
A
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2
1
0
10
20
30
40
50
60
0 20 40 60 80 100
ClassificationFinesPIPLLLSpecimen Identification
LIQUID LIMIT
P
L
A
S
T
I
C
I
T
Y
I
N
D
E
X
CL-ML ML MH
CL CH
1.5
0.5
2.5
1.5
3.5
4.5
7.0
1.5
0.5
2.5
B-1
B-2
B-2
B-3
B-3
B-4
B-4
B-5
B-6
B-7
40
26
56
46
49
41
28
48
37
27
23
14
37
31
33
27
12
30
22
7
63
56
72
57
73
73
73
83
68
53
SANDY LEAN CLAY(CL)
SANDY LEAN CLAY(CL)
FAT CLAY with SAND(CH)
SANDY LEAN CLAY(CL)
LEAN CLAY with SAND(CL)
LEAN CLAY with SAND(CL)
LEAN CLAY with SAND(CL)
LEAN CLAY with SAND(CL)
SANDY LEAN CLAY(CL)
SANDY SILTY CLAY(CL-ML)
17
12
19
15
16
14
16
18
15
20
ATTERBERG LIMITS RESULTS
PTR Facility
Fort Worth, Texas
3093
Project:
Number: Date:7/9/2021US
_
A
T
T
E
R
B
E
R
G
_
L
I
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2
2
V
A
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LANDTEC E N GINEERS
3093 PTR Building-Fort Worth-Geot-July2021.doc B3
SUMMARY OF RESULTS
SWELL TESTS
PTR Facility
Fort Worth, Texas
Project No. 0721-3093
July 2021
Boring
No.
Sample
Depth,
Ft.
Unit dry
Weight,
pcf
Initial
Moisture
Content,
%
Final
Moisture
Content,
%
Applied
Surcharge
Pressure,
psf
Vertical
Swell,
%
B-1 1-2 107.7 15.2 21.5 150 3.0
B-2 0-1 104.6 9.4 21.8 50 0.0
B-3 1-2 112.0 16.4 21.0 150 4.9
B-4 4-5 113.1 15.1 19.1 250 1.4
B-4 6-8 106.2 18.0 20.7 100 -0.2
B-4 8-10 111.6 17.4 19.5 100 0.1
LAND TEC E N GINEERS
3093 PTR Building-Fort Worth-Geot-July2021.doc B4
Description of Laboratory Testing
Representative samples of the soils were tested in our geotechnical soil’s laboratory.
Liquid limit and plastic limit tests (Atterberg limits) and percent passing No. 200 sieve were
performed on soil samples from the borings to classify them according to the Unified Soil
Classification (USC) System.
Strength properties of the soil were evaluated by performing unconfined compression tests.
The results of these tests are reported as Qu values (in tons per square foot). Moisture
content and density determinations were also made on samples to determine the in-situ
conditions. These tests were performed in general accordance with the American Society
for Testing and Materials (ASTM) Procedures.
Selected samples of soils were subjected to swell tests. The results are reported as the
percent swell, with initial and final moisture content, and overburden pressure. The
overburden pressure (or confinement) simulates the pressure experienced by the soil
sample for a specific depth under in-situ conditions.
Results of the laboratory tests including classification, strength, unit dry weight and
moisture content are presented on each respective boring log in Appendix A. A summary
of Laboratory Results along with the swell tests are provided in Appendix B.
APPENDIX C
Moisture Conditioning Recommendations
LANDTEC ENGINEERS
3093 PTR Building-Fort Worth-Geot-July2021.doc C1
MOISTURE CONDITIONING (MC) RECOMMENDATIONS
PTR Facility
Fort Worth, Texas
July 2021
1.0 General
1.1 Scope of Work
The following information is provided to reduce the potential for differential soil movement
below the structure. These procedures are estimated to result in post construction
movements of approximately one inch as described in the report text. Moisture conditioning
requires a qualified and experienced contractor to prepare the building pad per the
recommendations provided herein and accomplish the intended reduction in soil movement.
We recommend a pre-construction meeting be held at the jobsite with the contractor,
job superintendent, earthwork contractor and geotechnical engineer of record to
discuss the soil and rock conditions and the moisture conditioning requirements for
this project.
Additional movement can occur if the soils below the foundation undergo an increase in
moisture content and swell (heave) due to excess moisture from leaks in utility lines, storm
water and/or irrigation water ponding adjacent to the foundation, and excess water moving
along utility trenches from interior and/or exterior sources. Consideration should be given
to the use of special detailing of interior features, from an architectural standpoint, to allow
for differential floor and wall movements.
Expansive soils can impact features outside the building including entries to the building,
flatwork, patios, sidewalks along the edge of pavement curbs and the pavement itself.
Moisture Conditioning can be used to reduce the amount of differential soil movement to
flatwork placed around the outside of the building.
The Moisture Conditioning process includes excavation of the soil to the depth specified
herein with sloped or benched side slopes (not vertical), stockpiling, mixing, adjusting the
moisture content, placement back into the excavation in lifts to higher moisture content and
lower uniform density reducing the swell potential.
The tested and approved moisture conditioned soil should be topped with a protective layer
to limit loss of moisture from the soil. The protective layer should consist of non-expansive
material such as uniformly blended clayey sand and sandy lean clay with a Plasticity Index
between 6 and 15 or recycled crushed concrete flexible base material. The protective layer
should be placed within about 72 hours of completing the final moisture conditioned lift to
limit loss of moisture. If the moisture conditioned pad dries out, settlement can occur and
cause differential movement. If the pad dries out and then becomes wet, heave can occur.
LANDTEC ENGI NEERS
3093 PTR Building-Fort Worth-Geot-July2021.doc C2
Building pad preparation should include the following to provide a uniform pad to place the
slab. Moisture conditioning should extend a minimum of 5 feet beyond the building line and
10 feet past any flatwork areas sensitive to movement. Moisture Conditioning should
extend a minimum of 10 feet past entrances to the building. To minimize heaving of entry
and sidewalk flatwork, it is recommended that treatment of the subgrade supporting these
items be the same as the subgrade beneath the building footprint.
This procedure should also be used below any other ground supported flatwork items that
are adjacent to or attached to the foundation if it is desired to limit differential movement.
Areas that are not treated are subject to differential movement.
If flatwork is not planned next to the building above the moisture conditioned soils, a
moisture barrier consisting of polyethylene sheeting (minimum of 10 mil thickness) should
be placed. The polyethylene sheeting should be covered with approximately one foot of
soil to protect the sheeting. Any punctures in the sheeting should be sealed with
appropriate adhesive tape. Select fill soils and/or flexible base material should not extend
past the building line.
2.0 Execution
2.1 Process and Procedures
The moisture conditioning process is described as follows.
A. To reduce soil movements to about one inch, the soils should be modified by
placing at least one foot of select fill material between the bottom of the slab and the
top surface of Moisture Conditioned soils that extend to a depth of at least 5 feet
below the select fill material or to the top of the tan weathered limestone making
sure the weathered limestone is not a thin layer underlain by clay. The total depth of
prepared building pad is approximately 5 to 6 feet below the bottom of the slab,
unless the tan weathered limestone is encountered. The final depth of over-
excavation should be observed in the field by the geotechnical engineer of
record working with the earthwork contractor.
B. Soil moisture conditioning should extend a minimum of 5 feet past the perimeter of
the building and a minimum of 10 feet past entrances and all other movement
sensitive flatwork.
C. A select fill cover, one foot thick should be placed atop the moisture conditioned
soils. The select fill should not extend beyond the building lines. If flatwork
(sidewalks or paving) is not placed next to the building perimeter, a 10-mil
polyethylene sheeting should be placed above the moisture conditioned soils and be
covered with at least one foot of soil cover.
LANDTEC ENGINEER S
3093 PTR Building-Fort Worth-Geot-July2021.doc C3
D. If groundwater is encountered, consult this office to determine if the excavation
depth can be adjusted.
E. The excavation should be benched or sloped around the perimeter of the excavation
to limit an abrupt transition between moisture conditioned soils and non-moisture
conditioned soils. Benches and/or slopes should be constructed in compliance with
all OSHA safe slope practices as determined by the contractor’s excavation and
trench safety plan. As referenced, this report has not been prepared for trench
safety design and slope angle design.
F. Excavations for moisture conditioning should be shored, benched, and/or sloped to
provide stability up-slope and to protect existing structures and adjacent property.
Existing structures must be protected during excavating from loss of soil bearing so
that existing footings, grade beams and slabs are maintained in their original
functioning condition. Excavations next to an existing building should be made in
short sections of 25 feet or less and protected from sloughing and moisture change.
Excavations should also consider the stability of the adjacent structures, street,
drive, and parking lot paving as well as underground utilities, etc.
G. If additional fill material is needed to achieve final grade, it should be moisture
conditioned as well if it is not select fill material as described in this report. Any fill
brought on-site from off-site sources for use as moisture conditioned fill should
preferably have a Liquid Limit less than about 45 and a Plasticity Index less than
about 25. This type of fill should be moisture conditioned to the same moisture
conditioning procedures described herein.
H. Once the excavation is made, scarify the bottom of the excavation a minimum of 12-
inches deep with dozer or loader ripper teeth and rip at least two different directions
approximately 90 degrees to each other, adjust the soils moisture in the bottom of
the excavation, re-compact and test as referenced herein. This step is important so
the soils in the bottom of the excavation (if dry) do not pull moisture out of the first
layer of processed moisture conditioned soils. Note, if limestone is encountered in
the bottom of the required excavation depth, the requirement for scarification is not
necessary.
I. In some cases, the contractor has elected to place 6-mil polyethylene plastic on the
excavation side walls to prevent the clays in the sidewall from drawing moisture out
of the moisture conditioned soils in the future. This is an inexpensive step that can
help with the overall moisture conditioning process.
J. Place the excavated soil back in the excavation in 8 to 9-inch loose lifts and
compact to a uniform density ranging from 93 to 98 percent of standard Proctor
(ASTM D698) at a moisture content ranging from plus four (4) percentage points
above optimum to approximately six (6) percentage points above optimum (+4 to
+6). Some adjustments within the moisture content and density could be made by
the project geotechnical engineer.
K. The moisture content given herein is the recommended moisture content at this
time. The actual moisture content for moisture conditioned soil will be determined at
the time of earthwork construction by performing swell tests on Proctor samples to
LANDTEC ENGINEER S
3093 PTR Building-Fort Worth-Geot-July2021.doc C4
develop the desired moisture content for a soil. For some soils and under some
conditions, the earthwork contractor in consultation with the project geotechnical
engineer may have to adjust the moisture content up or down to consistently
achieve the recommended density.
L. The combined excavation, placing, spreading, and disking operation should be done
in such a manner to obtain blending of material, and to provide that the materials,
when compacted will be uniformly watered and compacted. Materials excavated
from cut sections and/or borrow sources and hauled to construct fills must be mixed
and not segregated, except where such segregated soil zones are required. All fills
should be placed in horizontal lifts. Filling along (parallel to) slopes should not be
permitted.
M. Clod size reduction to soil placed in the excavation to four (4) inches or less should
be achieved using multiple passes of a disc harrow. Each pass of the disk should
be at a right angle to the previous pass to efficiently break down the clods. Water
should be applied as necessary to the material and worked into the material with the
disk, knock down dozer and compaction equipment.
N. If the surface of the fill is too smooth and hard to bond properly with a succeeding
layer, the surface should be roughened and loosened by disking before the
succeeding layer is placed.
O. Place and compact a minimum of one (1) foot of select fill material or or more as
necessary to achieve desired top of pad grade. The select fill material should be
placed within 72 hours of completion of the moisture conditioning process. See
select fill material options and requirements provided herein.
P. The sides of moisture conditioned soil placed above grade and exposed to potential
drying (especially around the perimeter) should be prevented from drying out.
Polyethylene sheeting can be placed to prevent loss of moisture and in some cases
the contractor can keep the sides of the completed pad from drying out using a
spray attachment on the water truck. The contractor will need to be diligent and
consistently monitor the moisture on the sides as well as the top of the pad.
Q. Following completion of the building pad the contractor should survey a minimum of
one point per approximately each 5,000 sq. ft. of building pad area to monitor the
moisture conditioned pad and determine if the pad is continuing to heave from the
moisture conditioning process, or, if it is stable. A minimum of three (3) survey
points per pad is recommended. Since moisture conditioning is typically performed
in a short time frame, the pad could still be undergoing up or down movement due to
the moisture added to the soil. The contractor should not place the slab until sure
the pad is not moving up (or down). Therefore, the contractor should check the pad
at multiple locations by surveying on a regular basis.
R. The contractor is responsible for surveying the building pad location; that the pad
has been moisture conditioned the recommended distance past the building line
(including sidewalks, porches, flatwork, etc. if required) and that the moisture
conditioning is to the recommended depth. These items are typically controlled by
the contractor’s surveyor and site superintendent. Slabs and flatwork that are not
moisture conditioned are subject to differential movement.
LANDTEC ENGINEERS
3093 PTR Building-Fort Worth-Geot-July2021.doc C5
S. The slab designer and slab contractor should consider use of polyethylene sheeting
beneath the slab to limit moisture migration from the underlying soils. Consider ACI
302 and/or ACI 360 for procedures and cautions regarding the use and placement
of vapor barriers.
T. Following completion of the moisture conditioned pad, every attempt should be
made to keep the pad moist to prevent drying. Utility trench, grade beam and/or any
other excavations made into the pads moisture conditioned soils should be
prevented from drying out and should be backfilled to similar compaction conditions
as the moisture conditioned soil.
3.0 Quality Assurance
3.1 Testing and Acceptance
A. Compaction tests on the moisture conditioned soil should be taken at the rate of one
test per 2,500 to 5,000 square feet per lift. A minimum of three (3) compaction tests
per lift should be required. Tests indicating low moisture and/or high density will
require re-working that lift. The earthwork operations should be observed and tested
on a continuing basis by an experienced engineering technician working in
conjunction with the project geotechnical engineer.
B. Each lift should be compacted, tested, and approved before another lift is added.
The purpose of the field density tests is to provide some indication that uniform and
adequate compaction is being obtained. The actual quality of the fill, as compacted,
should be the responsibility of the contractor and satisfactory results from the tests
should not be considered as a guarantee of the quality of the contractor's filling
operations.
C. Swell tests should be performed on samples of the re-compacted clay soils on a
regular basis as the clay is replaced in the excavation to determine the swell
potential of the re-compacted clay soil. An average swell of one (1) percent or less
with no swell test over two (2) percent is required.
D. The moisture conditioning process should be observed and tested on a continuing
basis by a LandTec Engineers field representative working in conjunction with the
project geotechnical engineer.
LANDTEC ENGINEERS
3093 PTR Building-Fort Worth-Geot-July2021.doc C6
4.0 Protective Cover Material for Placement over Moisture
Conditioned Soils
4.1 Requirements
Cover material needed to top off the building pad to limit moisture loss within the moisture
conditioned clays should consist of select fill “soils” from local borrow pits. The use of
recycled crushed concrete flexible base material is an option to use of non-expansive,
select fill soil.
A. Non-Expansive, Select Fill Material: This material should consist of clayey sand
or lean sandy clay (SC or low CL) with a Liquid Limit (LL) less than thirty-five (35),
and a Plasticity Index (PI) between 6 and 15. Non-expansive select fill should be
placed in loose lifts not exceeding eight (8) inches in un-compacted thickness and
be uniformly compacted to a minimum of 95 percent of the maximum dry density
determined by Standard Proctor (ASTM D 698). The moisture content of the fill at
the time of compaction should be from minus -1 to +3. The moisture content and
density of the in-place select fill should be maintained from the time compaction is
completed until placement of subsequent courses or structural elements.
B. Recycled Crushed Concrete Flexible Base Material: If this material is considered
for use, it should consist of TxDOT Item 247, Type D, Grade 1 or 2. Flexible base
should be placed in loose lifts not exceeding eight (8) inches in un-compacted
thickness and be uniformly compacted to a range of 95 to 100 percent of the
maximum dry density determined by Standard Proctor (ASTM D 698). The moisture
content at the time of compaction should be from -1 to +3.
APPENDIX D
Photo Examples of Drainage Ideas Including
Roof Drain Downspouts, Drainage Swales & Drop Inlets
Tied into the Storm Drain
LANDTEC ENGINEERS
3093 PTR Building-Fort Worth-Geot-July2021.doc D1
Photo No. 1: Roof Drain Downspouts Tied into Storm Drain.
Photo No. 2: Drainage Swale with Drop Inlets Tied to Storm Drain.
APPENDIX E
GBA Statement
Geotechnical-Engineering Report
Important Information about This
Subsurface problems are a principal cause of construction delays, cost overruns, claims, and disputes.
While you cannot eliminate all such risks, you can manage them. The following information is provided to help.
The Geoprofessional Business Association (GBA)
has prepared this advisory to help you – assumedly
a client representative – interpret and apply this
geotechnical-engineering report as effectively
as possible. In that way, clients can benefit from
a lowered exposure to the subsurface problems
that, for decades, have been a principal cause of
construction delays, cost overruns, claims, and
disputes. If you have questions or want more
information about any of the issues discussed below,
contact your GBA-member geotechnical engineer.
Active involvement in the Geoprofessional Business
Association exposes geotechnical engineers to a
wide array of risk-confrontation techniques that can
be of genuine benefit for everyone involved with a
construction project.
Geotechnical-Engineering Services Are Performed for
Specific Purposes, Persons, and Projects
Geotechnical engineers structure their services to meet the specific
needs of their clients. A geotechnical-engineering study conducted
for a given civil engineer will not likely meet the needs of a civil-
works constructor or even a different civil engineer. Because each
geotechnical-engineering study is unique, each geotechnical-
engineering report is unique, prepared solely for the client. Those who
rely on a geotechnical-engineering report prepared for a different client
can be seriously misled. No one except authorized client representatives
should rely on this geotechnical-engineering report without first
conferring with the geotechnical engineer who prepared it. And no one
– not even you – should apply this report for any purpose or project except
the one originally contemplated.
Read this Report in Full
Costly problems have occurred because those relying on a geotechnical-
engineering report did not read it in its entirety. Do not rely on an
executive summary. Do not read selected elements only. Read this report
in full.
You Need to Inform Your Geotechnical Engineer
about Change
Your geotechnical engineer considered unique, project-specific factors
when designing the study behind this report and developing the
confirmation-dependent recommendations the report conveys. A few
typical factors include:
• the client’s goals, objectives, budget, schedule, and
risk-management preferences;
• the general nature of the structure involved, its size,
configuration, and performance criteria;
• the structure’s location and orientation on the site; and
• other planned or existing site improvements, such as
retaining walls, access roads, parking lots, and
underground utilities.
Typical changes that could erode the reliability of this report include
those that affect:
• the site’s size or shape;
• the function of the proposed structure, as when it’s
changed from a parking garage to an office building, or
from a light-industrial plant to a refrigerated warehouse;
• the elevation, configuration, location, orientation, or
weight of the proposed structure;
• the composition of the design team; or
• project ownership.
As a general rule, always inform your geotechnical engineer of project
changes – even minor ones – and request an assessment of their
impact. The geotechnical engineer who prepared this report cannot accept
responsibility or liability for problems that arise because the geotechnical
engineer was not informed about developments the engineer otherwise
would have considered.
This Report May Not Be Reliable
Do not rely on this report if your geotechnical engineer prepared it:
• for a different client;
• for a different project;
• for a different site (that may or may not include all or a
portion of the original site); or
• before important events occurred at the site or adjacent
to it; e.g., man-made events like construction or
environmental remediation, or natural events like floods,
droughts, earthquakes, or groundwater fluctuations.
Note, too, that it could be unwise to rely on a geotechnical-engineering
report whose reliability may have been affected by the passage of time,
because of factors like changed subsurface conditions; new or modified
codes, standards, or regulations; or new techniques or tools. If your
geotechnical engineer has not indicated an “apply-by” date on the report,
ask what it should be, and, in general, if you are the least bit uncertain
about the continued reliability of this report, contact your geotechnical
engineer before applying it. A minor amount of additional testing or
analysis – if any is required at all – could prevent major problems.
Most of the “Findings” Related in This Report Are
Professional Opinions
Before construction begins, geotechnical engineers explore a site’s
subsurface through various sampling and testing procedures.
Geotechnical engineers can observe actual subsurface conditions only at
those specific locations where sampling and testing were performed. The
data derived from that sampling and testing were reviewed by your
geotechnical engineer, who then applied professional judgment to
form opinions about subsurface conditions throughout the site. Actual
sitewide-subsurface conditions may differ – maybe significantly – from
those indicated in this report. Confront that risk by retaining your
geotechnical engineer to serve on the design team from project start to
project finish, so the individual can provide informed guidance quickly,
whenever needed.
This Report’s Recommendations Are
Confirmation-Dependent
The recommendations included in this report – including any options
or alternatives – are confirmation-dependent. In other words, they are
not final, because the geotechnical engineer who developed them relied
heavily on judgment and opinion to do so. Your geotechnical engineer
can finalize the recommendations only after observing actual subsurface
conditions revealed during construction. If through observation your
geotechnical engineer confirms that the conditions assumed to exist
actually do exist, the recommendations can be relied upon, assuming
no other changes have occurred. The geotechnical engineer who prepared
this report cannot assume responsibility or liability for confirmation-
dependent recommendations if you fail to retain that engineer to perform
construction observation.
This Report Could Be Misinterpreted
Other design professionals’ misinterpretation of geotechnical-
engineering reports has resulted in costly problems. Confront that risk
by having your geotechnical engineer serve as a full-time member of the
design team, to:
• confer with other design-team members,
• help develop specifications,
• review pertinent elements of other design professionals’
plans and specifications, and
• be on hand quickly whenever geotechnical-engineering
guidance is needed.
You should also confront the risk of constructors misinterpreting this
report. Do so by retaining your geotechnical engineer to participate in
prebid and preconstruction conferences and to perform construction
observation.
Give Constructors a Complete Report and Guidance
Some owners and design professionals mistakenly believe they can shift
unanticipated-subsurface-conditions liability to constructors by limiting
the information they provide for bid preparation. To help prevent
the costly, contentious problems this practice has caused, include the
complete geotechnical-engineering report, along with any attachments
or appendices, with your contract documents, but be certain to note
conspicuously that you’ve included the material for informational
purposes only. To avoid misunderstanding, you may also want to note
that “informational purposes” means constructors have no right to rely
on the interpretations, opinions, conclusions, or recommendations in
the report, but they may rely on the factual data relative to the specific
times, locations, and depths/elevations referenced. Be certain that
constructors know they may learn about specific project requirements,
including options selected from the report, only from the design
drawings and specifications. Remind constructors that they may
perform their own studies if they want to, and be sure to allow enough
time to permit them to do so. Only then might you be in a position
to give constructors the information available to you, while requiring
them to at least share some of the financial responsibilities stemming
from unanticipated conditions. Conducting prebid and preconstruction
conferences can also be valuable in this respect.
Read Responsibility Provisions Closely
Some client representatives, design professionals, and constructors do
not realize that geotechnical engineering is far less exact than other
engineering disciplines. That lack of understanding has nurtured
unrealistic expectations that have resulted in disappointments, delays,
cost overruns, claims, and disputes. To confront that risk, geotechnical
engineers commonly include explanatory provisions in their reports.
Sometimes labeled “limitations,” many of these provisions indicate
where geotechnical engineers’ responsibilities begin and end, to help
others recognize their own responsibilities and risks. Read these
provisions closely. Ask questions. Your geotechnical engineer should
respond fully and frankly.
Geoenvironmental Concerns Are Not Covered
The personnel, equipment, and techniques used to perform an
environmental study – e.g., a “phase-one” or “phase-two” environmental
site assessment – differ significantly from those used to perform
a geotechnical-engineering study. For that reason, a geotechnical-
engineering report does not usually relate any environmental findings,
conclusions, or recommendations; e.g., about the likelihood of
encountering underground storage tanks or regulated contaminants.
Unanticipated subsurface environmental problems have led to project
failures. If you have not yet obtained your own environmental
information, ask your geotechnical consultant for risk-management
guidance. As a general rule, do not rely on an environmental report
prepared for a different client, site, or project, or that is more than six
months old.
Obtain Professional Assistance to Deal with Moisture
Infiltration and Mold
While your geotechnical engineer may have addressed groundwater,
water infiltration, or similar issues in this report, none of the engineer’s
services were designed, conducted, or intended to prevent uncontrolled
migration of moisture – including water vapor – from the soil through
building slabs and walls and into the building interior, where it can
cause mold growth and material-performance deficiencies. Accordingly,
proper implementation of the geotechnical engineer’s recommendations
will not of itself be sufficient to prevent moisture infiltration. Confront
the risk of moisture infiltration by including building-envelope or mold
specialists on the design team. Geotechnical engineers are not building-
envelope or mold specialists.
Copyright 2016 by Geoprofessional Business Association (GBA). Duplication, reproduction, or copying of this document, in whole or in part, by any means whatsoever, is strictly
prohibited, except with GBA’s specific written permission. Excerpting, quoting, or otherwise extracting wording from this document is permitted only with the express written permission
of GBA, and only for purposes of scholarly research or book review. Only members of GBA may use this document or its wording as a complement to or as an element of a report of any
kind. Any other firm, individual, or other entity that so uses this document without being a GBA member could be committing negligent
Telephone: 301/565-2733
e-mail: info@geoprofessional.org www.geoprofessional.org
LANDTEC ENGINEERS, LLC
ARLINGTON | THE COLONY
3906 W IH-20, Suite 100 | Arlington, Texas 76017
(w) 817-572-2818 | www.landteceng.com
geotechnical engineering
environmental engineering
construction materials testing
laboratory testing
SERVICES
CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. _______
Revised July 1, 2011
GC-6.09 Permits and Utilities
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CITY OF FORT WORTH Premier Truck Rental
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. _______
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GR-01 60 00 Product Requirements
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CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: April 09, 2021 03/29/2022
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.
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)
07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra-Seal P-201 ASTM D2240/D412/D792
04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001
04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press-Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH
1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non-traffic area
5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System
Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)
1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non-traffic area
08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non-traffic area
Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)
* 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD
Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)
* 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia.
* 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged) ASTM A48 & AASHTO M306 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) ASTM A48 & AASHTO M306 30" dia.
33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N
33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N
33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia.
33 05 13 Manhole Frames and Covers Neenah Casting 24" dia.
10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia.
7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia.
01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASHTO M306-04 30" Dia.
11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Dia
07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Dia
08/10/11 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia
10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works
30" ERGO XL Assembly
with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia
06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia.
09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P.
CAP-ONE-30-FTW, Composite, w/ Lock
w/o Hing 30" Dia.
10/07/21 34 05 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia.
Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)
* 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia.
* 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia.
* 33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia.
* 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia.
03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia.
04/20/01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia.
Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)
* 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item #49 ASTM C 478 48"
* 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48"
09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone
05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60"
10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc.48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring
06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72"
09/06/19 33 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72"
10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48"
10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60"
10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas
Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious
* E1-14 Manhole Rehab Systems Quadex
04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Reliner MSP
E1-14 Manhole Rehab Systems AP/M Permaform
4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System
5/12/03 E1-14 Manhole Rehab System (Liner) Poly-triplex Technologies MH repair product to stop infiltration ASTM D5813
08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use
Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious
05/20/96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D639/D790
* E1-14 Manhole Rehab Systems Sun Coast
12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion)
For Exterior Coating of Concrete
Structures Only
01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications
8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications
08/30/06 Coatings for Corrosion Protection Citadel SLS-30 Solids Epoxy Sewer Applications
03/19/18
33 05 16, 33 39 10,
33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams
RR&C Dampproofing Non-Fibered Spray
Grade (Asphatic Emulsion)
For Exterior Coating of Concrete
Structures Only
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 03/29/2022
* From Original Standard Products List 1
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 03/29/2022
Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)
* 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia.
* 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia.
* 33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia.
09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia.
09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia
Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)
11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI
02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI
04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers
09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48"
09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48"
05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48"
03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel)
03/19/18 Casing Spacers BWM
FB-12 Casing Spacer (Coated Carbon Steel)
for Non_pressure Pipe and Grouted Casing
03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12
Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)
* 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C151 3" thru 24"
08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot) AWWA C150, C151 4" thru 30"
08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co.American Flex Ring (Restrained Joint) AWWA C150, C151 4" thru 30"
* 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151
* 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150, C151
Water & Sewer - Utility Line Marker (08/24/2018)
Sewer - Coatings/Epoxy 33-39-60 (01/08/13)
02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 210RS LA County #210-1.33
12/14/01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series
04/14/05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only
01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications
8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications
Sewer - Coatings/Polyurethane
Sewer - Combination Air Valves
05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2"
Sewer - Pipes/Concrete
* E1-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76
* E1-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76
* E1-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL Item #95-Manhole, #98- Pipe ASTM C 76
* E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76
Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)
PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously
McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously
TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously
Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)
7/21/97 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc.Hobas Pipe (Non-Pressure) ASTM D3262/D3754
03/22/10 33 31 13 Fiberglass Pipe (FRP) Ameron Bondstrand RPMP Pipe ASTM D3262/D3754
04/09/21 Glass-Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pipe (Flowtite) ASTM D3262/D3754
4/14/05 Polymer Modified Concrete Pipe Amitech USA Meyer Polycrete Pipe ASTM C33, A276, F477 8" to 102", Class V
06/09/10 E1-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76
Sewer - Pipes/HDPE 33-31-23(1/8/13)
* High-density polyethylene pipe Phillips Driscopipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8"
* High-density polyethylene pipe Plexco Inc. ASTM D 1248 8"
* High-density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8"
High-density polyethylene pipe CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248
Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)
12/02/11 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" thru 12"
10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thru 12"
* From Original Standard Products List 2
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 03/29/2022
Sewer - Pipes/PVC* 33-31-20 (7/1/13)
* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle) SDR-26 ASTM D 3034 4" - 15"
12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 ASTM D 3034 4" thru 15"
* 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe ASTM F 789 4" thru 15"
01/18/18 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer ASTM D3034 4" thru 15"
11/11/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation "S" Gravity Sewer Pipe ASTM F 679 18" to 27"
* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (JM Eagle) SDR 26/35 PS 115/46 ASTM F 679 18" - 28"
09/11/12 33-31-20 PVC Sewer Pipe Pipelife Jet Stream SDR-26 and SDR-35 ASTM F-679 18"
05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation SDR 26/35 PS 115/46 ASTM F-679 18" to 48"
04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15"
*33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(Westlake)Gasketed PVC Sewer Main Fittings ASTM D 3034
3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 35 ASTM F679 18"- 24"
3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15"
3/29/2019 33 31 20
Gasketed Fittings (PVC)GPK Products, Inc. SDR 26 ASTM D3034/F-679 4"- 15"
10/21/2020 33 31 20 PVC Sewer Pipe NAPCO(Westlake) SDR 26 ASTM D3034 4" - 15"
10/22/2020 33 31 20 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15"
10/21/2020 33 31 20 PVC Sewer Pipe NAPCO(Westlake) SDR 26/35 PS 115/46 ASTM F-679 18"- 36"
Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)
* Cured in Place Pipe Insituform Texark, Inc ASTM F 1216
05/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASTM F-1216/D-5813
05/29/96 Cured in Place Pipe Reynolds Inc/Inliner Technolgy (Inliner USA) Inliner Technology ASTM F 1216
Sewer - Pipes/Rehab/Fold & Form
* Fold and Form Pipe Cullum Pipe Systems, Inc.
11/03/98 Fold and Form Pipe Insituform Technologies, Inc. Insituform "NuPIpe" ASTM F-1504
Fold and Form Pipe American Pipe & Plastics, Inc.Demo. Purpose Only
12/04/00 Fold and Form Pipe Ultraliner Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 1867
06/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter
Sewer - Pipes/Open Profile Large Diameter
09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48"
09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra-Rib Open Profile Sewer Pipe ASTM F 679 18" to 48"
E100-2 PVC Sewer Pipe, Ribbed Uponor ETI Company
11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 2736 24"-30"
11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60"
05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products Durmaxx ASTM F 2562 24" to 72"
Water - Appurtenances 33-12-10 (07/01/13)
01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe
08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle
07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe
10/27/87 Curb Stops-Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1"
10/27/87 Curb Stops-Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-7NL, FB1600-7-NL, FV23-777-W-NL,
L22-77NL AWWA C800 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-6-NL, FB1600-6-NL, FV23-666-W-
NL, L22-66NL AWWA C800 1-1/2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-4-NL, FB1600-4-NL, B11-444-WR-
NL, B22444-WR-NL, L28-44NL AWWA C800 1"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-24277N-3, B-20200N-3, H-
15000N, , H-1552N, H142276N
AWWA C800, ANSF 61,
ANSI/NSF 372 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-20200N-3, B-24277N-3,H-
15000N, H-14276N, H-15525N
AWWA C800, ANSF 61,
ANSI/NSF 372 1-1/2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-20200N-3,H-15000N, H-
15530N
AWWA C800, ANSF 61,
ANSI/NSF 372 1"
01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12"
0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out
03/29/22 33-12-25 Tapping Sleeve (Coated or Stainless Steel) JCM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only
05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16"
02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 U p to 42" w/24" Out
02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out
02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out
05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30"
Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTW
Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW
08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A"
Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9
Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9
Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9
Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)
* From Original Standard Products List 3
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 03/29/2022
Water - Combination Air Release 33-31-70 (01/08/13)
* E1-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A
240 - float, ASTM A 307 - Cover
Bolts
1" & 2"
* E1-11 Combination Air Release Valve Multiplex Manufacturing Co.
Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"
* E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3"
Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)
10/01/87 E-1-12 Dry Barrel Fire Hydrant American-Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502
03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502
09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502
01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502
08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502
E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502
09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502
10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company
Shop Drawings No. 6461
A-423 Centurion AWWA C-502
01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company
Shop Drawing FH-12
A-423 Super Centurion 200 AWWA C-502
10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502
09/16/87 E-1-12 Dry Barrel Fire Hydrant Waterous Company Shop Drawing No. SK740803 AWWA C-502
08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250
Water - Meters
02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10"
08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6"
Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)
01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14
AWWA C900, AWWA C605,
ASTM D1784 4"-12"
3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12"
3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24"
5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12"
5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24"
12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14
AWWA C900-16
UL 1285
ANSI/NSF 61
FM 1612
4"-28"
12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18
AWWA C900-16
UL 1285
ANSI/NSF 61
FM 1612
16"-24"
9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8"
9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16" - 24"
9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4"- 12"
9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12"
Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)
07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & C110
* E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110
* E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AWWA C 153, C 110, C 111
08/11/98 E1-07 Ductile Iron Fittings Sigma, Co.
Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112
02/26/14 E1-07 MJ Fittings Accucast
Class 350 C-153 MJ Fittings AWWA C153 4"-12"
05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AWWA C111/C153 4" to 36"
05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange
Uni-Flange Series 1500 Circle-Lock AWWA C111/C153 4" to 24"
11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc.
One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12"
02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C153 4" to 42"
02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C153 4" to 24"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co.
Sigma One-Lok SLC4 - SLC10 AWWA C111/C153 4" to 10"
03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co.
Sigma One-Lok SLCS4 - SLCS12 AWWA C111/C153 4" to 12"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co.
Sigma One-Lok SLCE AWWA C111/C153 12" to 24"
08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co.
Sigma One-Lok SLDE AWWA C153 4" - 24"
10/12/10 E1-24 Interior Restrained Joint System S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12"
08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore)
Mechanical Joint Fittings AWWA C153 4" to 24"
11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.PVC Stargrip Series 4000 ASTM A536 AWWA C111
11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.DIP Stargrip Series 3000 ASTM A536 AWWA C111
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA C111 3"-48"
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900
DR14 PVC Pipe ASTM A536 AWWA C111 4"-12"
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900
DR18 PVC Pipe ASTM A536 AWWA C111 16"-24"
* From Original Standard Products List 4
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 03/29/2022
Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)
Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16"
12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36"
08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24"
05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16"
10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron)AWWA C515 4" to 12"
08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48"
05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12"
01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller
* E1-26 Resilient Seated Gate Valve Kennedy 4" - 12"
* E1-26 Resilient Seated Gate Valve M&H 4" - 12"
* E1-26 Resilient Seated Gate Valve Mueller Co.4" - 12"
11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16"
01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller
05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36"
01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48"
01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12"
10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16"
11/08/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller
11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3)
11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3)
05/08/91 E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem,
ASTM A 276 Type 304 - Bolts &
nuts
4" - 12"
* E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #74 3" to 16"
10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes
08/24/18 Matco Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16"
Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)
* E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. AWWA C-504 24"
* E1-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller
1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and larger
06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter
04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48"
03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"-54"
Water - Polyethylene Encasement 33-11-10 (01/08/13)
05/12/05 E1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD
05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AWWA C105 8 mil LLD
05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C105 8 mil LLD
09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD
Water - Sampling Station
3/12/96 Water Sampling Station Water Plus B20 Water Sampling Station
Water - Automatic Flusher
10/21/20 Automated Flushing System Mueller Hydroguard
HG6-A-IN-2-BRN-LPRR(Portable)
HG2-A-IN--2-PVC-018-LPLG(Permanent)
04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc
04/09/21 Automated Flushing System Kupferle Foundry Company
Eclipse #9700 (Portable)
* From Original Standard Products List 5