HomeMy WebLinkAbout064471-PM1 - Construction-Related - Contract - Land Link Realty LLC and Lancaster Realty Partners LLCPROJECT MANUAL
FOR
THE CONSTRUCTION OF
WATER, SEWER, PAVING, DRAINAGE & STREET LIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
IPRC Record No. IPRC22-0136
City Project No. 103890
FID No. 30114-0200431-103890-E07685
File No. W-2846
X File No. X-27436
Mattie Parker Jesus “Jay” Chapa
Mayor City Manager
Christopher P. Harder, P.E.
Director, Water Department
LAUREN PRIEUR, P.E.
Director, Transportation and Public Works Department
Developer Awarded Project (DAP)
Prepared for
The City of Fort Worth
2025
DESIGN DEVELOPMENT & CONSULTANT
TBPE# 10970
12/27/2025
CSC No. 64471-PM1
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
WATER, SEWER, PAVING, DRAINAGE & STREET LIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
ECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions Last Revised
00 11 13 Invitation to Bidders 03/20/2020
00 21 13 Instructions to Bidders 03/20/2020
00 41 00 Bid Form 04/02/2014
00 42 43 Proposal Form Unit Price 05/22/2019
00 43 13 Bid Bond 04/02/2014
00 45 11 Bidders Prequalification’s 04/02/2014
00 45 12 Prequalification Statement 09/01/2015
00 45 13 Bidder Prequalification Application 03/09/2020
00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014
00 45 40 Minority Business Enterprise Goal 08/21/2018
00 52 43 Agreement 06/16/2016
00 61 25 Certificate of Insurance 07/01/2011
00 62 13 Performance Bond 01/31/2012
00 62 14 Payment Bond 01/31/2012
00 62 19 Maintenance Bond 01/31/2012
00 72 00 General Conditions 11/15/2017
00 73 00 Supplementary Conditions 07/01/2011
00 73 10 Standard City Conditions of the Construction Contract for Developer
Awarded Projects 01/10/2013
Division 01 - General Requirements Last Revised
01 11 00 Summary of Work 12/20/2012
01 25 00 Substitution Procedures 08/30/2013
01 31 19 Preconstruction Meeting 08/30/2013
01 31 20 Project Meetings 07/01/2011
01 32 33 Preconstruction Video 08/30/2013
01 33 00 Submittals 08/30/2013
01 35 13 Special Project Procedures 08/30/2013
01 45 23 Testing and Inspection Services 03/20/2020
01 50 00 Temporary Facilities and Controls 07/01/2011
01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011
01 57 13 Storm Water Pollution Prevention Plan 07/01/2011
01 60 00 Product Requirements 03/20/2020
01 66 00 Product Storage and Handling Requirements 04/07/2014
01 70 00 Mobilization and Remobilization 04/07/2014
01 71 23 Construction Staking 04/07/2014
01 74 23 Cleaning 04/07/2014
01 77 19 Closeout Requirements 04/07/2014
01 78 23 Operation and Maintenance Data 04/07/2014
01 78 39 Project Record Documents 04/07/2014
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
WATER, SEWER, PAVING, DRAINAGE & STREET LIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
Technical Specifications which have been modified by the Engineer specifically for this
Project; hard copies are included in the Project’s Contract Documents
NONE
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
WATER, SEWER, PAVING, DRAINAGE & STREET LIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City’s website at:
http://fortworthtexas.gov/tpw/contractors/
or
https://apps.fortworthtexas.gov/ProjectResources/
Division 02 - Existing Conditions Last Revised
02 41 13 Selective Site Demolition 12/20/2012
02 41 14 Utility Removal/Abandonment 12/20/2012
02 41 15 Paving Removal 02/02/2016
Division 03 - Concrete
03 30 00 Cast-In-Place Concrete 12/20/2012
03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012
03 34 16 Concrete Base Material for Trench Repair 12/20/2012
03 80 00 Modifications to Existing Concrete Structures 12/20/2012
Division 26 - Electrical
26 05 00 Common Work Results for Electrical 11/22/2013
26 05 10 Demolition for Electrical Systems 12/20/2012
26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012
26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011
26 05 50 Communications Multi-Duct Conduit 02/26/2016
Division 31 - Earthwork
31 10 00 Site Clearing 12/20/2012
31 23 16 Unclassified Excavation 01/28/2013
31 23 23 Borrow 01/28/2013
31 24 00 Embankments 01/28/2013
31 25 00 Erosion and Sediment Control 12/20/2012
31 36 00 Gabions 12/20/2012
31 37 00 Riprap 12/20/2012
Division 32 - Exterior Improvements
32 01 17 Permanent Asphalt Paving Repair 12/20/2012
32 01 18 Temporary Asphalt Paving Repair 12/20/2012
32 01 29 Concrete Paving Repair 12/20/2012
32 11 23 Flexible Base Courses 12/20/2012
32 11 29 Lime Treated Base Courses 12/20/2012
32 11 33 Cement Treated Base Courses 12/20/2012
32 11 37 Liquid Treated Soil Stabilizer 08/21/2015
32 12 16 Asphalt Paving 12/20/2012
32 12 73 Asphalt Paving Crack Sealants 12/20/2012
32 13 13 Concrete Paving 12/20/2012
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018
32 13 73 Concrete Paving Joint Sealants 12/20/2012
32 92 13 Utility Service Surface Restoration Sodding 12/20/2012
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
WATER, SEWER, PAVING, DRAINAGE & STREET LIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
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
33 12 40 Fire Hydrants 01/03/2014
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
WATER, SEWER, PAVING, DRAINAGE & STREET LIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
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 6 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
WATER, SEWER, PAVING, DRAINAGE & STREET LIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
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 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bid Proposal_DAP.xls
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information
Bidder's Proposal
Bidlist Item
No. Description Specification
Section No.
Unit of
Measure
Bid
Quantity Unit Price Bid Value
UNIT I: WATER IMPROVEMENTS
1 3311.0241 8" Water Pipe 33 11 12 LF 2517 $ 54.70 $ 137,679.90
2 3311.0141 6" Water Pipe 33 11 10 LF 44 $ 24.10 $ 1,060.40
3 3312.3003 12" Gate Valve 33 12 20 LF 2 $ 2,390.16 $ 4,780.32
4 3312.3003 8" Gate Valve 33 12 20 EA 9 $ 1,800.00 $ 16,200.00
5 3312.3002 6" Gate Valve 34 12 20 EA 4 $ 1,064.88 $ 4,259.52
6 3312.0001 Fire Hydrant 33 12 40 EA 4 $ 5,460.00 $ 21,840.00
7 3312.2103 11/2" Water Service 33 12 10 EA 84 $ 1,993.21 $ 167,429.64
8 3312.2003 1" Water Service 34 12 10 EA 2 $ 1,027.66 $ 2,055.32
9 3311.0001 Ductile Iron Water Fittings w/Restraint 33 11 11 TON 2 $ 7,300.00 $ 14,600.00
10 3305.0101 Fire Hydrant Stem Extension 33 05 14 EA 4 $ 250.00 $ 1,000.00
11 3305.0109 Trench Safety 33 05 10 LF 2517 $ 0.10 $ 251.70
12 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 2 $ 860.00 $ 1,720.00
13 9999.0001 Water Testing( Excluding Geotech) 00 00 00 LF 2517 $ 1.20 $ 3,020.40
14 9999.0002 Automatic Flushing Device 00 00 00 EA 1 $ 500.00 $ 500.00
15 3312.4107 12" x 8" Tapping Sleeve & Valve 32 12 25 EA 1 $ 4,839.25 $ 4,839.25
16 3305.0202 Imported Embedment/Backfill, CSS 33 05 10 CY 260 $ 87.02 $ 22,625.20
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
TOTAL UNIT I: WATER IMPROVEMENTS $ 403,861.65
00 42 43
DAP - BID PROPOSAL
Page 2 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bid Proposal_DAP.xls
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information
Bidder's Proposal
Bidlist Item
No. Description Specification
Section No.
Unit of
Measure
Bid
Quantity Unit Price Bid Value
UNIT II: SANITARY SEWER IMPROVEMENTS
1 3301.0101 Manhole Vacuum Testing 33 01 30 EA 5 $ 174.87 $ 874.35
2 3301.0002 Post-CCTV Inspection 33 01 31 LF 2457 $ 1.95 $ 4,791.15
3 3305.0109 Trench Safety 33 05 10 LF 2457 $ 1.00 $ 2,457.00
4 3305.0112 Concrete Collar for Manhole 33 05 17 EA 3 $ 479.92 $ 1,439.76
5 3305.0113 Trench Water Stop 33 05 15 EA 13 $ 400.00 $ 5,200.00
6 3305.0116 Concrete Encasement for Utility Pipes 33 05 10 LF 100 $ 152.25 $ 15,225.00
7 3305.0202 Imported Embedment/Backfill, CSS 33 05 10 CY 253.8 $ 87.02 $ 22,085.68
8 3331.3101 4" Sewer Service 33 31 50 EA 84 $ 862.39 $ 72,440.76
9 3331.4115 8" Sewer Pipe (SDR-26, ASTM D3034) 33 11 10 LF 2357 $ 49.38 $ 116,388.66
10 3331.4116 8" Sewer Pipe, CSS backfill 36 39 10 LF 160 $ 54.27 $ 8,683.20
11 3331.4119 8” DIP Sewer Pipe 33 11 10 LF 100 $ 95.99 $ 9,599.00
12 3339.0001 Epoxy Manhole Liner 33 39 60 EA 9 $ 207.80 $ 1,870.20
13 3339.1001 4' Manhole 33 39 10 EA 16 $ 3,849.35 $ 61,589.60
14 3339.1002 4’ Drop Manhole 33 39 10 EA 1 $ 4377.83 $ 4377.83
15 3339.1003 4’ Extra Depth Manhole 33 39 10 VF 25.1 $ 195.76 $ 4,913.58
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $ 331,935.77
00 42 43
DAP - BID PROPOSAL
Page 3 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bid Proposal_DAP.xls
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information
Bidder's Proposal
Bidlist Item
No. Description Specification
Section No.
Unit of
Measure
Bid
Quantity Unit Price Bid Value
UNIT III: DRAINAGE IMPROVEMENTS
1 3341.0205 24" RCP, Class III 33 41 10 LF 1763 $110.00 $193,930.00
2 3341.0201 21" RCP, Class III 33 41 10 LF 84 $ 67.49 $5,669.16
3 3349.0001 4' Storm Junction Box 33 49 10 EA 8 $ 4,360.62 $ 34,884.96
4 3349.5001 10' Curb Inlet 33 49 20 EA 7 $ 3,822.89 $26,760.23
5 3305.0109 Trench Safety 33 05 10 LF 1847 $ 0.50 $ 923.50
6 3125.0101 SWPPP ≥ 1 acre (Fixed Allowance) 31 25 00 LS 1 $ 6,663.13 $ 6,663.13
7 3349.2003 24" Parallel Headwall 33 49 40 EA 2 $ 5,002.70 $ 10,005.40
8 3137.0104 Medium Stone Riprap,dry 31 37 00 SY 35 $ 54.13 $ 1,894.55
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
TOTAL UNIT III: DRAINAGE IMPROVEMENTS $ 280,730.93
00 42 43
DAP - BID PROPOSAL
Page 4 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bid Proposal_DAP.xls
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information
Bidder's Proposal
Bidlist Item
No. Description Specification
Section No.
Unit of
Measure
Bid
Quantity Unit Price Bid Value
UNIT IV: PAVING IMPROVEMENTS
1 3123.0101 Unclassified Excavation by Plan (Fixed
Allowance)
33 23 16 LS 1 $10,000.00 $10,000.00
2 3211.0400 Hydrated Lime 32 11 29 TN 206 $154.15 $31,754.9
3 3211.0501 6" Lime Treatment 32 11 29 SY 13721 $2.92 $40,065.32
4 3213.0101 6" Conc Pvmt 32 13 13 SY 12474 $32.45 $404,781.30
5 3213.0301 4" Conc Sidewalk 32 13 20 SF 32262 $5.41 $174,537.42
6 3213.0501 Barrier Free Ramp, Type R-1 31 13 20 EA 2 $500.00 $1,000.00
7 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 4 $1,485.33 $5,941.32
8 3213.0504 Barrier Free Ramp, Type M-2 32 13 20 EA 2 $ 1509.10 $3,018.2
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
TOTAL UNIT IV: PAVING IMPROVEMENTS $ 671,098.46
00 42 43
DAP - BID PROPOSAL
Page 5 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bid Proposal_DAP.xls
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information
Bidder's Proposal
Bidlist Item
No. Description Specification
Section No.
Unit of
Measure
Bid
Quantity Unit Price Bid Value
UNIT V: STREET LIGHTING IMPROVEMENTS
1 2605.0111 FURNISH/INSTALL ELEC SERV PEDESTAL 26 05 00 EA 15 $5,354.00 $80,310.00
2 2605.3015 2" CONDT PVC SCH 80 (T) 26 05 33 LF 1448 $9.50 $13,756.00
3 3441.1502 GROUND BOX TYPE B, W/APRON 34 41 10 EA 15 $435.57 $6,533.55
4 3441.1646 FURNISH/INSTALL TYPE 33B ARM* 34 41 20 EA 15 $654.33 $9,814.95
5 3441.3002 Rdwy Illum Assmbly TY 8,11,D-25, and D-30 34 41 20 EA 15 $1,500.00 $ 22,500.00
6 3441.3301 Rdwy Illum Foundation TY 1,2, and 4 34 41 20 EA 15 $1,031.09 $ 15,466.35
7 3441.4003 Furnish/Install Alum Sign Ground Mount City
Std.
34 41 30 EA 6 $416.98 $ 2,501.88
8
9
10
11
12
13
14
15
16
17
18
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS $ 150,882.73
00 42 43
DAP - BID PROPOSAL
Page 6 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bid Proposal_DAP.xls
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information
Bidder's Proposal
Bidlist Item
No. Description Specification
Section No.
Unit of
Measure
Bid
Quantity Unit Price Bid Value
Bid Summary
UNIT I: WATER IMPROVEMENTS
UNIT II: SANITARY SEWER IMPROVEMENTS
UNIT III: DRAINAGE IMPROVEMENTS
UNIT IV: PAVING IMPROVEMENTS
UNIT V: STREET LIGHTING IMPROVEMENTS
$ 403,861.65
$ 331,935.77
$ 280,730.93
$ 671,098.46
$ 150,882.73
Total Construction Bid $ 1,838,509.54
This Bid is submitted by the entity named below:
BIDDER: BY: Basil Azim
Lancaster Realty Partners LLC
2005 Rock Dove Ct. TITLE: Development Director
Westlake, Texas, 76262 DATE:
Tel: 817-908-3613
Contractor agrees to complete WORK for FINAL
ACCEPTANCE within CONTRACT commences to run as
provided in the General Conditions.
working days after the date when the
END OF SECTION
180
00 45 12
DAP PREQUALIFICATION STATEMENT
Page 1 of 1
SECTION 00 45 12
DAP – PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the “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 Distribution, Development,
(8-inch diameter and smaller)
Lancaster Realty Partners, LLC 4/30/26
Sewer Collection System,
Development,( 8-inch diameter and
smaller)
Lancaster Realty Partners, LLC 4/30/26
Concrete Paving
Construction/Reconstruction
(15,000 square yards and greater)
XIT PAVING AND CONSTRUCTION,INC. 5/17/26
Roadway and Pedestrian Lighting BEAN ELECTRICAL, INC. 3/24/27
Sanitary Sewer Manhole/Structure
Interior Lining - Warren or
Chesterton Coating
MADERO Engineers & Constructors LLC 4/30/26
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER: BY: Basil Azim
Lancaster Realty Partners LLC (Signature)
2005 Rock Dove Ct.
Westlake, Texas, 76262
Tel: 817-908-3613 TITLE: Development Director
DATE:
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT – DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement 2015_DAP.docx
Form Version September 1, 2015
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CONTRACTOR CQMFLIAI+ICE WiTH WORKER'5 COMPENSATION LA1�'
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39
SECTION 00 4S 26
CONTRACTOR COMPLIANCE WZTH WORKER'S COMPENSATION LAW
Pursua�t to 'F�xas Labor Code Section 406.496{a), as amende�, Contractor certifies that it
provides worker's compensation insurance eoverage for all of its employees emplayed on Ciry
�'roject No. 103890 Gontractor fi.�rtl�er certifes that, pursuant to Texas Labor Code, Section
4U6.O�b(b), as amended, it will provide to City its subcontractor's certificates of compliance with
worker's compensation cpvezage..
C4NTRACTOR:
Lancaster Realtv Partners LLC
CoEnpany
200� Rock Dove Ct.
Address
Westlake,Texas,76262
CitylStatelZip
THE STATE QF 'I'EXAS
CQUNTY OFTARRANT
By: Basil Azim
S ignature: '
!
Title: Develunment Dire tor
§
�
BEFORE M�, the undersigned aut�arity, c�n this day personally appeared.
Cr 1 �'7 iY1'� , l��a�otivn to me to bc thc perso� whose na�ne is
su scribed ta the foregoing instrument, and acknowled�ed to me that he/she executed the same as
the act and deed of far the purposes and
consideration therein expressed and, in Ehe capacity, therein stated.
GNEN UND�R MY HAND AND �EAL OF OFFICE this2��4'ay of
�'�ahUo�ry .�.202�
J
' f�laryam Alavi
�My Commisslan Ezplres �
* 111412029
Noldry Ip1352292i4
�� ���
Nata Pu�d for the State of Texas
ry
END OF SECTIOI�T
Noble Hili Villa�e
Addition Phasc 2
103890
OOi?Y�-I
Dcvclnper.Awarded T'rajcctA,r�cmciu
i'age I of =1
1
�
3
4
5
6
7
SECTION 00 52 43
AGREENILNT
THI� AGREEMENT, auil�oeized on l� 1"2o��v is inade by and l�etween the Developer,
Land Link Realty LLC, authorized to c�a business in Texas {"Developer"}, and
Lancaster Realtv Par€ners LLC. authorized to do business in Texas, acting �y and throuah its duly
authorized representatil�e, ("C:outractor").
S De��eloper and Cnntractor, in consideration of the mutual covenants hereinafter set forth, agree as
9 follor,vs:
10 Article �. W4RK
]. ] Contractor shall complete all Wor� as sp�ci#ied or indica€ed in Eite Contract Documents for the
l2 Project identified herein.
13
]4
f5
1 �5
17
IS
i9
20
21
�?
Articie 2. PROJECT
The project for which the Work under the Contract Dc�cuinents ci�ay be the whole or auly a part is
�enera[ly described as follows:
W.ATEIZ, SEWER, D}�1INAGE, P�4VI_NG � STREET LIGHT IMPI�QYEM�'NTS TO SERVE
.�;'OBLE H1'LL YILL�IGE ADDITION-PH2
Cit�� Pr�oiect IVv. 103�490
ArEicle 3. COl!'TRACT TiME
3.1 Time is of the essence.
A[I time limits for Milestones, if any, and Final Acceptance as stated in the Contract
Doc�ments are of the essencz to this Cai�traet.
�3 3.2 Final Acce�tance.
�4 The Worlc wil] be complete for �inal �.c.centance within !b'0 calendar days after the date
25 when the Contract Time comfnences to c-�n as provided in Para� aph 12.04 of thc Standard
26 City Conditions af tlze Canstruetion Cantract for De�eloper Awarcfed Projects.
27 3.3 Liquidated damages
�g
?9
30
31
32
33
34
35
3b
3�
3R
Gantractar recngnizes that tune is af ihe �sse�lce of this Agreci�ient and that Developer
will suffer financia! loss if th� Work is not comp[eted within the ti�nes speci�ed in
Paragraph 3.2 abave, ptus any exter�sinn thereor allowed in accardanc� witl� Article 10 oF
the StarEdard City Conditioiis of the Eonstructiac� Con[ract for Developer Awarded
Projects. `�'be C.antractor also recagnizes the deiays, expanse and difficulties involved in
[3TDV1t1�T in a Eegal proceedin, the acttial loss suffered by the Developer if the Worl: is nut
cornpleted on time. Accord�ngly, instead af requiring any such proof , Contractor agrees
t�at as liquidated damages for d�lay (b�it not as a penalty), Cos�traetor s��all �ay
Develaper Tl�ree H€sncired Fi#tv Dollars (�350) for each day that expires aftcr the time
specit�ed in Paragraph 32 for Fii�al Acceptance until the City issues the Final Letter o1�
Acceptance_
CITY QF FC3ft7' �'JQRTH WATLR, SEWE�i, PAVI\G, DRAINAGE & 53REET LICiFi F
ST.4NDARD Cc)NSTRUCTf01� SPL-CIFIC.ATION �JOCCJtitENTS 1MPRC?V�Vf�VTS TO S�RVE 10BLE HILI. VIL�:AGE AQD1TiONS
DE1'iLOPER :��VARD�D PROJCCTS I�ha.e 2 II)7R4[i
Rrti iscd N3arcIi 20. �i126
UU�2-43-2
Dcveloper Au�ardcd Proj�c[ Agrccn�cat
Page2ot4
39 Article 4. CONTRACT PR�CE
�o f]eveloper a�rees to pay Contractor for performance of t}�e Work in accordance with thc Contract.
�1 DacuEnents an amo�nt in current funds of One million eight hundred thirty-eight t�ousa�►d live h�ndred nine
and 54/100 Doliar, ($ 1,838,509.54).
42 Article 5. COI�TTRACT DOCf�MENTS
43 >.3 CONTENTS:
�4 A. 7'he Cantract Documents wh�ch cornprise the entire agreement between Developer anci
�5 C�ntractor cancernix�� the Work consist of tt�e foflowing:
46 1. ThisAgreement.
47 ?. Attach3rtenFs to thisAgreemeni:
4R a. Bicf �onn (As provided Uy D�veloper}
49 i} Proposal Form (DAP Version)
�U 2) Prequalificaiion Statement
?1 3) State ai�d Federal dacuine�its {project specific)
�? b. Insura��ce AGORDForni(sj
�3 c. PayEnent Bonct (DAF V�rsion}
5� d_ Perforrr►anc� Bond (DAP Versinn)
55 e. Maintenance Bond (DAP Version)
56 f. Power of Atcorney i'or the Bo�lds
57 g. W'orkea-'s CorespensationAifida�it
58 h. MI3E and/or SBE Coinmitme�t Fc�rin (Ifrequired}
59 3. Standard City General C`anditions of €he Construction Contract for D�veloper
CO Awarcied Projects.
6 ] 4. 5upplementary Conditians.
6? 5. Specificarions specifically rr�ade a part of Che ConEract Docu3nents hy attachment
63 or, if nat at[acfied, as incorporated by reference and descr�bed in the Table of
64 Contents af the Pro�ect's Contract Docun�ents.
65
6f�
6. Drawir�gs.
7. Addenda.
67
6R
b9
7(}
7l
'] 7
73
74
75
$. Documentatipi� sub�nitt�d by Coa�tractor prior to Notice ofAward.
9. The following which may be delivered or issued after the Effeetive Date of the
Aa eeinent ar�d, if issued, b�came ar incorporated part of the Contract Documents,
a. Notice to Praceec€.
b_ FieldOrders.
c. Ghange Orders.
d. I,e€ter ot FinaEAcceptance.
CI'fY UFFORT WORTH WATEA, SEWER, PAVIVG, DRAI�AGC c� 5`fREE'C L.lCis=-1'f
STAI`'DnIiD CQ^lSTRUCT']O'ti SPI:C3FIC.ATI{�1�I DOCiiMF.\"FS IMPROV�MEidTS i0 SERVL NOBLE EfILL VTLL.4Cs1"-. AE)DITI{)NS
�F.�'rLOPFR :�EVARD�D PROJECT$ 102C,�9
Rcviscd March 20, �fl?0
�� i?�i-=
De�eloper Aµ ardod Project Aarc�in�nt
Pe�e _ o! $
7b Article b. INDEMN�FICAT[ON
77 6.i Cantractor cavenants a�d agrees to indemnify, hold harmless and de%nd, at its own
7t3 eYpense, the city, its ofticers, sea-vants a�d employees, from and against a�ty and all
79 claims arising out gf, �r alleged to arise out ot, the work and services to be performed
SD by the co�tractor, its ofticers, agents, employees, subcontractors, licenses or invitees
81 under this car�tract.
�� 4 v t
�'.� S
S� This indemnity provision is inte�ded ta 'rncl�de, wit�aut �imitation, indemnit,y far
85 costs, expenses and Iegal €ees incurred by the city in defending xgainst such claims and
86 causes a# actions.
R7
88 6.2 Contractar co��enants and agrees to in�emnify a�d hold harmiess, at 'rts oovn expense,
89 the city, its of�cers, servan#s and e�lp�oyees, fram and agai�€st any and all 1ps5, damage
90 or destruct�vn of property of the city, arising out af, csr alleged to arise out of, the work
9t and services to be performed b3 the eont�-actor, its ofticers, agents, employees,
92 subcontractors, tice�sees or invitees �ncler this contract. This indemnificatinn
93
9� f h t
95 n h
96
97 Article 7. MISCELLA'!�ClL�S
48 7.1 Tenns,
99 Terms �.ised in this Agreement are de�n�d in Article l of the Standard Ciry Concfitions of
l0U zhe Construction Contract for De�eloper Awarded ProjecEs.
l0I 7.2 Assignment of Contract.
1�2
]03
] 04 7.3
!0�
l06
l07
lOR 7.�
This Agreen�ent, includi�g ail of die Contract Dacun�ents may not be assigr►ed by the
Contractor withaut tlae advanced �xpress �vri�ten cansent of thc Develoger.
Successors and Assi�ns.
DevelopLr and Contractor each binds irsel=, �ts �a�iers, suCcessars, assigns aEid le¢al
representatives to ihe atUer party hereto, in respect To all cavenants, agr�ements and
obligatians contained in the Coutract Docun�ents.
Severability.
109 .Any provision or part of the Contract Documents held to be unionstitutional, void or
1 i0 unenforceable by a couri af competent juri�dictior� shall he dezmed stricken, and all
1 i I re�ainin� provisions shall continue to be valid and bindin� upon D�VELOPER and
1 t 2 CONTRACTOR.
ll3 7.�
ll4
I��
1 ! fi
Governing Law and Venue.
This Agreeinent, includin� all of �te Contract Docurr3ents is performable in the State of
Texas. Venue shali be Tarrant County, Texas, or the United States District Court fnr tl�►e
Northern District of Texas, For� VVorth Division.
CI�"Y OF FURT 14'Ol2TH WAT�R, SEWER, PA`'IN(i, pnA,l'`Alit & STFtI_F"i" LJcif i'i
Sl�:1NDARD L'O'.�ISTRL`C'T30?� SPECiFICATlO1V DOCLLVI�\"�S IIv1PROV�'MEI�°TST(J SERVE N�O$I.I: HIF.L VILLACiE A�DITiti)E�IS
DSVELOPER A1�'AItLiED PRdJECTS I U2fi59
Reviscd A7arch �0, ?02p
p(iaZ�3-�
Developer Awarded ['roj�ct Agree�nens
Px�,r 3 af'-�
li7
1L8
][9
12D
121
!?2
l23
l24
l25
Authority to Sign
Contractor shall aitach evidence �f autiini-ity to sign A� eement, if other tl�an duly
authorized signatory of the ConNactor.
fN WITNESS WNEREOF, De�eloper and Contractor have executed this Agreement in multiple.
counterparts.
This Agreement is effective as c�f the kast date signed by the Parties ("Effective Date").
Cantractor:
Lancaster Realty Pariners LLC
E3V: �
� turej
BASfL AZIM
T��i�: �,�s�� �..� fZr,� .
Co��zpa��y Name`�Lancasiei Realty I'artners,
LLC.
Address:
2405 Rock Dove Ct.
City/State/Zip: Westlake,Texas,762b2
1�G`"1"Lb��v
Date
Developer:
Land Link Realty, LLC
, /�T � f `
��."%�L'`, "!f��.- �',`_"_..
�v: _.
(Signature)
FA(tRUKH AZIM
T�t��: '1�3Y�fl G1'�r'
Cflr�ipany na.n�e: Land Link Realty, LLC
Address:
2375 TROPHY CLUB DR.,
Ciiv/State/Zi[�: TR�PIdY CLUB, TBYAS.7b2b2
�-a�9- �o`�iQ
�Ja2z
1?6
I
2
3
4
5
5
THE STATE O�' TEXAS
COUNTY OF TARRANT
OOG213-I
PERFORMANC�BOND
Pagel oi3
5ECTION 00 62 l3 Bond No. S7A2SUOOQ7429
PERFORMANCE BOND
§
� KNOW ALL BY THESE PRES�NTS:
§
7 T'hat we, Lancaster Real� Pa�iness. �LC , known as
8 "Principal" herein and Arr�erican Altsrnative Insurance Corporatinn ,, a corporate
9 surety (sureties, if more than one) duly authorized to do business in the Scate of Texas, knawn as
1Q "Surety" hereir� (whether or�e or more), are heid and Frmly bou�d unto the Developer,
11 Land Link Rea[ty, LLC au#horized to do business in Texas ("Deveioper"} and the City of Fori Worth, a
12 Texas municipal cnrporation ("City"), in the penal sum of,
One Miliion Eight-Hundred Thirty-Eight Thousand Fir+e Hundred Nine and 54110a Dollars ($ i,$38,509.54).
13 lawfui money of the United States, to be paid in Fart Worth, Tarrani Counry, Texas for the
14 payment of which sum weIl a�d truly to be made jointly urrto the Develo�er and the City as dual
i5 obligees, we bind ourselves, aun c�irs, executars, adminis�ators, successars and assigns, jointly.
i 6 and severally, firmfy �y these presen#s.
I7 WHEREAS, De�eloper and Ciry have entered into an Agr�emcnt for the cons[ruction of
t8 coxx►munity facilities in the City of Fori Wortl� by and through a Community Facilities
19 Agreement, CFA N�ttthet 25-��72 ;and
20
21
22
23
24
25
26
WHEREAS, the PrincipaI has entered into a certain written �ontract with the Developer awarded
the 15th day of December . 20 26 , which Cantract is hereby referred to and made a
par� hereof fnr al1 purposes as if Tully set forth herein, to fumisl� all materials, equ'spment labor
and other accessories defined by law, in t�e prosscutior� of the Worlc„ ineludir�g any Change
Orders, as pravidsd %r in said Contract desig�nated as W�4TER, SEWER, Pr1VING, DRAIN�IGE &
STREET LIGHT IMRPVEDMENTS TD SERVE NOBLE fllLL VILLAG�' .�4D�ITIDN-PH2.
NOW, THEREFORE, the condition of this obligatian is such that if the said Princigal
27 shall faithfully perfarm it ohligat�ons ur�der the Contt�acE and shall in all respects duly and
28 faithfully perform the Wor1c, including Change Ozders, under the Contract, according to the pians,
29 specificatians, and contract dacuments therein referred To, aud as well during any periad oi
30 extension of the Contrac# that may be granted on the part of the Developer and/or City, then this
3I ab�igation shall be a�nd become nuli and void, athe�rwis� ta remain in ful! force and effect.
CETY �F FORT WORTf! WATER, SEWER, PAVING, DRAINAGE & STREE"CLIGHT IMRPOVEMEAIi'S
STAI�fDARD C1TY COTdDET10N5 iMPROVEMEhiTS TO SPRVE �IOBLE i-11Li. VELF.AGE ADDfTfQTv-PH2
QEV�i,pPER AWARE]ED PR03ECT5 103$9U
Raviscd Junuary ] l, 2012
0116_' 13 -'
PI'sRH()12MAN('i� E�[3nl)
iuL'c ? lsf j
I
�
PROV[DED FURTHER, that if�any le�al action be fifed on this Band, veizue shall lic: in
Tarrant County, Texas or the Uniied States District CourE tar tkte Northern District c�F`Texa;, l�ort
�4 Wartit �ivision.
� �1'his band is made and exeee�ted in cpmpliance with the pro�isitms at'Cl�a�ter 22�3 of'tl�c
5 Tcxas Ciovernment Code, �s amended, and all liabilitics on this bonc� shal] b4 �detern�incd in
(� accordancc ��ith t�e �ro��isions c3f said statue,
7 IN WiTNES5 WNERF.OF, tl7c Princip�l and the Surety har�c 51GNEU and S�'AI..�D
8 tliis inslrumcnt by dufy a�thorixecf agents and affic�:rs c�n th�s thc 29th ciay af
{) January , ?p 2fi .
14f
11
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13
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16
17
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32
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38
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44
45
4 C,
ATT�S7:
{F'rincip�l� Secrctary�
Witncss as to Princi�al
PRi�C'[i'�11..:
Lancaster Realty Partners, �.LC
E3Y: ��' / /
5i�,naturc �
�i�S I � U�� 1'-"-` , �}�rl���.e� ��.� � .
�!•ame and '1'i[lr
Address: 2Q05 Rock Dove Ct.
CitylState'zip: Westleke, 7X 76262
SCJRf=TY:
American Alt�:rnativ� Insu��Co�taoration
�-�
BY: L�1�__ l_"'l��
— y — _
S ignature -
Russ Frenzel. Attornev-ir+-�ect
Na�ne and Title -
� �i./
Witncss as to urc y Yamiilec HiEe
Address: 555 Ca! lege Raad East - R. i;. �ox, a2�# ".
Princeton, NJ 08543
Tclephonc T�'umbcr: 16Q9) 243-4200
*Note: if 5igncd by an officer of the Surcry Company, there must be on �lc a ccrtificd �xtract
�rom the by-law�s showing that this persc7n has aut�►oriry to si�n such obligation. If
Surcry's physical address is different f'rom its mai��ng addre5s, both mus! be proti�idc
c'I'I"Y UI� FORT WUR'3'�i WA'fEiii, SIiWi?R, P:�4'SNC'r. I}R�ly:1Cil�: 8c 57'klii:Tl.l{;If� IhiRP(7V[S'✓sl�.'��TS
STANE7�RD CITY C'ONp17'10lS 141i'ROVE:�1k:�1TS'1'[) �L'k\'li �ic}81 I: I�I[.I. VlI,I.��f�ii ,�[]I�ITEO\-1'II'_'
13F1�°]il.�Pf:fi AWAlZllEiC� i'E2(1JI:C"i�S 11135�1u
Rc��iscd l:�uary 31. LO1?
QO 62 i 4- I
YAYMENT BOND
Aa�c f of 1
I SECTiON �0 62 14
2 PAYMEN'I' BOND Band No. S7A2SUOb07428
3
4 THE STATE OF TEXAS §
5 § KNOW AY.L BY THES� PRESENTS:
5 C4UNTY OF TARRANT §
7.
8. That we, Lancaster Realty Partners, LLC , known as
9. That we, American Altemative lnsurance Como�ation , known as corporate
l0. surety (sureties), duly authorized to do business in the State of Texas, knowrr as "Surety" herein
l l. (whether one or mpre), are held a�d firmly bound unto the City of Fort Worth, a municipal
l2, co�aration created pursuant to the iaws pf the 5tate oFTexas, knorvn as "City" herein, in the
13. pCia�I 5UIxi O�One IlAlllfon Eight-Hundred Thitty-EightThousaad Five Hundred Nine and 541100 Dollars ,($ 1,83$,S09.S4),
lawful money of th� United States, ro he paid in Fort Worth,
i4. Tarrant County, Texas, for ih:, payment af which sum well and cntty be made, we bind ourselves,
1S. our heirs, executors, adm�nistrata�s, successors and assigns, jointEy and severally, firmiy by these
[6. presenEs:
�7. WHER�AS, Principal t�as antered into a certain written Con#ract with City, awarded the
lg. 15th ��y o�' Decerrtber , 2p26 , which ConEract is hereby referred to and
19, rr�ade a part hereof far all purpases as if fully set for�h herein, to furnish ali zt�aterials, equipmeni,
20. labar arzd other accessories as defined by �aw, in the prose�ution af the Work as provided for in
21. said Contract and desi�ated as WATER, SEWER, P.� YIN+G, DRAINAGE & STREET LIGH7"
22. lMRPVEOMEIVTS TO SERYE NOBLE HILL VILLAGE ADDITI'ON-PHl, City Projecl N�rmher !03$9�1.
23. NOW, THEREFORE, THE COND1T10N OF THlS OBLiGATiON is such that ii
24. Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
25. Chapter 22�3 af the Texas Government Coc�e, as amended) in the prosecutian of the Work un�er
26. ihe Contract, then this obligation shall be �nd become null and void; otherwis� to rernain in iui]
27. force and effect.
28. This bond is made and executed sn compliance with the provisions of Chapter 2253 of the
29. Texas Govemment Cocfe, as amended, and all liabilities on this bond shall be determined in
34. accordance with the provisions af said statute.
CITY OF FOR7' �YORTii WATER, SEWER, PAVII�IG, DRA[NAGE & S7REETLIGF{T TMRPOVEMENTS
STArIDARD CIN CONbITlQ1�i5 TMPRdVEMENTS TO SERVE NOSLE H[i.L VILLAGE AQDIiIOtJ-PH2
DEV�LOP�R AWARDED PRQ7�C"f5 it33890
Rcvised January 31, 2U 12
U(1 h_' i � � 1
E'.41'�iT:NT l3C3�I)
P:sLC I c+( 7
lN WiTNESS WHEREOF, the Fr�ncipal and Surety havic each S]GN�:D and SE�ILED
1�115 lfkti[fU3Tl�ilt f3y CIUIy atEtI30f1ZL'd ii}�'CI1I5 i2�lC{ OI�C�fS O!� lI]1S CI1L' 29th day c�l�
January , 70 26 .
PRi1�Cf�'AL:
Lancaster Realty Pattners, LLC
ATTES'T-:
f 1'rinriPal) 5ecretuiy
`Viti3c;ss as ta Principal
AT`!'EST:
NlA
(Suret��) SecreEary
�Y��.
Witn�ss as to S rc � Yamillec Hite
�31': � �
5igrsaturc �
��"S f L (��[ w. � �Lc,v�� S. �
iVame and �'itle
Adc3ress: 2005 Rock Dove Ct.
Westlake, TX 76262
SUR�TY:
American Alternative Insurance Co�oration
_ _ .� ,/� �
BY: � J - -�'L�' •
� ��� _ . _ -
Signature ` _ _ - .
Russ Frenzel. Atiornev-in-Fact � Y
Narnc and Titl�
A[idri55: �55 Colkeoe Raad East - P.O. Box 52�}1
Princeton, NJ Q8543
7cicphanc Number: (fi�9} 243�200
�ate: !f signed by an officer of the Surety, there snust be on tife a certified extract frc�rr� �he
address is differcnt frarn its mailing address, bc�th must be providec�.
"Cl�e datc of �he bon�! shall nnt be priar �01he date thc Cat�iracr is awarded.
�c,d`�.
END OF SECT'IQN
CI'I'Y QF 1'pR'I' lVUft"�'! I ' WATIiR. SF.WI:Ei, 1'A�'11iG, DI2A]NAGIi � STRi�FiTl.[Gli7 [1�iftf'c)V13MEN"("5
S7'A�+Ib:1RD C'17`1'" CCi�'`'iii I iU::.� 1�31'RU�`l:MENTS'I'C} tiLRVE{ NOBl.ii HILI. 4'Il.l.r\tili a�Dbl'I'IO\-I'EI?
DF.VI:I.Uf'F.R AWARI]�?t)1'1{UJ1iCTS IfY349(1
Kcvi��d �anuary 31, ?.il l?
006219-i
MAINTL•NANCG BOND
Page I of 3
Bond No. S7A2SU0007429
1. SECTION 00 62 19
2. MAINTENANCE BOND
3.
4. THE STATE OF TEXAS §
5. § KNOW ALL BY THESE PRESEIYTS:
6. COUNTY OF TARRANT §
7. That we Lancaster Realry Partners, LLC , known as
8. "Prrncipal " herein and American Alternative Insurance Corporation , a corporate sa�rety
9. (sureties, if more than one) duly authorized to do business in the State of Texas, known as
10. "Surety" herein (whether one or more), are held and firmly bound unto the Developer,
Land Link Realty, LLC, authorized to do business in Texas ("Developer") and the City of Fort
1 i. Worth, a Texas municipal corporation ("City"), in the sum Of
12. One Miflion Eiaht Hundred Thirtv-Eiaht Thousand Five Hundred Nine and 54/100 Dollars ($1,838,509.54)
13. lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment
14' of which sum well and truly be made jointly unto the Developer and the City as dual obligees and
15. their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns,
16. jointly and severally, firmly by these presents.
17.
18. WHEREAS, Developer and City have entered into an Agreement for the construction of
19. comrnunity facilities in the Ciry of Fort Worth by and through a Community Facilities
20. Agreement, CFA Number 25-0172 ; and
21. WHEREAS, the Principal has entered into a certain written contract with the Developer
22. awarded the 15th day of December , 20 26 , which Contract is
23. hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all
24. materials, equipment labor and other accessories as defined by law, in the prosecution of the
25. Work, including any Work resulting from a duly authorized Change Order (collectivety herein,
26. the "Work"} as provided for in said Contract and designated as WATER, SEWER, PAVING, DR4INAGE &
STREET LIGHT IMPRO �EMENTS TO SERVE NOBLE HILL YILLAGE ADDITION PHASE 2; and
27.
28. WHEREAS, Principal binds itself to use such materials and to so construct the Work in
29. accordance with the plans, specifications and Contract Documents that the Work is and will
30. remain free from defects in materials or workmanship for and during the period of two (2) years
31. after the date of Final Acceptance of the Work by the City ("Maintenance Period"); an
CITY OF FORT WORTH
STANDARDCITY CONDITIONS — DEVELOPER AWARDED PROIECTS
Revised: January 10, 2013
OQ6219-2
MAINTENANCE BOND
Page 2 of 3
]. WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
2. upon receiving notice from the Developer and/or City of the need thereof at any time within the
3. Maintenance Period.
5. NOW THEREFORE, the condition of this obligation is such that if Principat shall
6. remedy any defective Work, for which timely notice was provided by Developer or City, to a
7. compietion satisfactory to the City, then this obligation shall become null and void; otherwise to
8. remain in full force and effect.
9.
10. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
1 I. noticed defective Work, it is agreed that the Developer or City may cause any and all such
12. defective Work to be repaired and/or reconstructed with all associated costs thereof being bome
i 3. by the Principal and the Surety under this Maintenance Bond; and
14.
15. PROVIDED FURTHER, that if any legai action be filed on this Bond, venue shall lie in
16. Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
17. Worth Division; and
18.
19. PROVIDED FURTHER, that this obligation shall be continuous in nature and
20. successive recoveries may be had hereon for successive breaches.
CITY OF FORT WORTH
STANDARD Cl"fY CONDITIONS — DEVELOPER AW ARDED PROJECTS
Revised: January 10, 2013
UUh_' I�>-_'
�t:11\ I 1..1:�\C'i�. li( )\I )
I'aer + ut ;
I. tti �'��ITtiESti WIiFREOF. the Principal ancl the Suret� hav� �,�ch SIGNEU ancl SE�'1Ll:f) this instrument h� �3ui�
�. authoriz�cl a�.;�nts and �>�ticcr; ��n tliis th� 29th da� of�
;. JanuarY ___ _ _. ?U 26
-t. PRIVCII'AI.:
Lanca r Realty Partners LLC
;, �� �� � �
G. 1 :
�
Si��naturc
�. ��r�rr:sr: `
fi . �� �.sJ I�, � � 2— / n'1 r MA �� `��
`�. (Principal) Secrctar� Name and ��itle
1O.
1 �• Address: 2005 Rock Dove Ct.
� �'. Westlake, TX 76262
I i.
I-1. Vv'itness as to Principal-- -- —
� �- Sl `Rl:"1'Y:
16. American Alternative Insurance Corporation
17. �
IS. �. --_._ �__/,__
19. (3 Y :,.�• � r_----�-'t —
�'�• Signaturr
?l.
?'_. Russ Frenzel, Attorney-in-Fact
�3. A7"!�(�S'f: tiam� an�1 I itle
?-1.
?j. N/A _ �lciclr�sti: 555 College Road East- P O Box 524�
�6. ($ur�[y) Secrelar� Pnnceton, NJ 08543
;� �..G
- --- -_ _
�9. Witne �•� w`i'rct� va�;,:�e,:r,��� I cl�phone Numher: (609) 243�1200
;0.
31. *Notk: If si�ned hv an ��f�licer c�fthe Suret� Com��an��, thcre must he on lile a ccrtiliec! cxtract
3?. from the b��la��s showin�� that this persun has authorit� t�� si��n ,u�h ol�li��ation. it�
;;. Strc�tv's �h�;ical uddres; is dif�t�r�nt f'rom it: nr<iilin�� aeidress: hoth mu;t h� pro��ided.
.; -� .
3�. "l he date oi�thc bund shall not hc pric�r to the datc the Cc�ntract is a��ar�fe�1.
CI�fY Of fl )tt I� W�ORTI I
ti1:11U:1k1)C'If1'CO!�UI'llO11 UI\l:.IciPfk,11�.\RUI[UPk(t11�:('Iti
Kc� �scd. J:�nuun 10. '_U I±
CERTIFIED COPY POWER OF ATTORNEY
KNOW ALL MEN BY TMESE PRESENTS: That the AMERICAN ALTERNATIVE INSURANCE CORPORATION, a corporation orgartized and existing by viAue of the
laws of the State of Delaware ('Coryoration') with oKces at 555 Collega Road East, Princeton, N.J. 08543, has made, constituted and appointed, and by these D�esents,
does make, constitute and appoint:
Russ Frenzel; WIIOam D. Baldwin; Brent Batdwin; Mlehael B. Hili; John A. Aboumrad; Brxk Anglf�; Cindy Alford; Yamtllec Hite and Nelra Hemandez
its true and law►ul Attomeys-in-Fact, at Princeion, in the State of New Jersey, each of them alone to have full power to act withoui the other or others, lo make, execute and
deliver on its behalf, as Surery or Co-surety, bonds and undertakirtgs given [or any and all purposes, afso to execute and deliver on its behalf as atoresaid renewals, extensions,
agreements, waivers, consents or slipulations relating to such bands or ursderiakings provided, however, that no single bond or undertaking so made, execuled and delivered shall
obligate said Company for any port�on of the penal sum thereof in 2xcess oi the sum of One Hundred Fikq MillEon Dollars f5150,000,000 00�. Such bonds and undertakings
fw said purposes, when dufy executed by said Attomey(s}-in-Fact, sha11 be binding upon said Company as rully and to the same extent as i�signed by the President of said
Company under its corporate seal atlested by its Secretary.
This appointment is made under and by authority of a certain Resotu6on adopted at a meeGng ot the Boartl o( Directors of said Company duly held on Ihe 27th
day of August, 1975, a copy of which appears helow.
IN WITNESS WHEREOF, the AMERlCAN ALTERNATIVE INSURANCE CORPORATION has taused its corporate seal to be hereunto affixed, and these presenls W be signed
by its duly authorizeC offrcers this 9th day ol January, 2026.
`,�\\NNtt��lll)fyy�
=��� 0'�a�%E.��� ��•
ot
�i•. ►S�' i�..: �'
s„7• t923.•�t,s=
%.;�OFDEIP�N:��
��uumiu���
�r.nr.
Calhy Smith
President
STATE OF NEW JERSEY, COUNTY OF MIDDIESEX
Ignacio Rivera
General Counsel & Seixetary
The faregoing instrument was acknowiedged before me by means of online notarization this 9Ih day of January, 2026, by Cathy Smith and Ignaao Rivera, who are personaAy
known to me.
BETH COHAN-CHih
Natary Stemp Commission N2209356
h� Notary Pubtic, State of New Jersey
My Commission Expires February 2, 202R
SECRETARY'S CERTIFICATE
Thc undeni�,med, ignacia Rivcru, hereby ccrtifies:
Beth Cohan-C�rn
Beth Cohan-Chin, Notary Public
State of New Jersey
My Commission Expires February 2, 2028
1. Tliat the undcrsi�med is Sct�retary of Amcrican Altem:iuvn In:urancc C�<xpor�tion, a coqx�ratiun of the State of Delawarc:
2. That the origin�l power of attorney of a�hich the toregoing is a copy was duly executed on bchulfof suid Corporation on the day of its date, aud lixs not since been
rceoked, amrnded or modifitd: that the undersigned has compared thr foregoing copy thereof ���ith said original power of attumey, and that the s:�me is a truc and corrrct
copy of saiJ origina! fwwcr ofattomay and of thc wholc thercoC
3. Tliat thc original resulution ufwhich thc follu�ving is a copy was duty adoptzd at, and recorded in Il�e minutcs ol: a rogular mecting of'the B�rd uf
Direetors of said Corpuration duly held on August 4, 1998, and has not since been rcvoked, amcndcd or nzodiftcd.
RESOLVED, that each of the following ofTicers of this Corporation, namely, the President, the Executive Vice President, the Senior Vice Presidents,
and t6e Vice Presidents, be, and t6ey hereby are, authorued, finm time to time in thcir discretion, to ap}win! such agen� or agen�c or attomey or
a�tomcys-in-fact as dccmcd by them ncccssary or dcsirablc for thc purposc oPcarrying on this Corporation's busincss, and to cmpowcr such agcnt
or agents or nttomey or attomeys-in-fact to execute and deliver, in this Corporation's name anel on its behalf, and under its seat or othenvise, surety
bonds, surcty underlakings or surery contrdc[s made by this Corporation as surety thercon.
RGSOLVED, that the signawre oCany authorized oCficer of the Corporation and the Corporation's seat may be a(Tixed by facsimilc lu any power of
altomey and rcvocation of any powcr of attomcy or ccrtificatc of cithcr givcn for thc cxcculion of any surcty bond suroty undcrtaking, or surcty
contract, such signature and seal, when so used being hereby adopted by the Corpo�ation as ihe original signaturc of such off'scer and thc original
sea! of the Corporation, to be valid and binding upon the Corporntion with die samc force nnd efi'ect as though manually a�xed.
FURTHER RESOLVED, that any priorappointrr�ents by the Corporation of MGAs are, in all mspects, hereby ratified, confirmed and approved.
F[JRTHER RESOLVED, that the Secretary or any Assistant Secretary of this Coiporntion is hereby authorized to certify and deliver to any person to whom
such certification and delivery may be deemed necessary and desirable in the opinion of such Secretary or Assis�ant Secretary, a true copy of the foregoing
resolution.
4. The undersisned has compared the Coregoing copie, of said origin:�l resolueions as so rccorded, and thzy arc the same we and corrcet copies of'said
original rcsolutions as so recorded and of the whole thereof.
Witncss the hand otthe undcrsigned and thc s>aV �fsaid C�n puration this 29�hday of �anuary 2026
.�,'°pj"pjEfN���.,y �' : - �. - � A�tERICAV ALTCR\ATIVE INSURA\CE CORPORe+1TION
i_8�v�;`opPORqlF��s � .... — - -�-- _ ` `.. ..
y ` _ _ _ _ .. . _ .
'�c `�_ - - - ' ' - - - Ignacio Ri��cra
;�•. SEAL : � � - - - . _ _ .. -
; ' �g� ,� � • ..�, - _ _ _ = Gcncral Counscl & Sccrcr.uy
°°'}IIfOFDE1p'Np�a� � - - _
�'4p,�munm�o` J i ` . _ - � -
Attest: -�.,.,., a..:,.,,,,�.,..
TRS-1 Q01-1
— o
.�
. ,
Mur��ch RE s
Bond Verification
Should you wish to verify the authenticity of this bond, please send your request,
including a copy of the bond, via email to:
essuretyuwsupport�munichre.com
Bond Claims or Notices.
Should you wish to file any notices to the Surety for this American Alternative Insurance
Corporation bond(s) they should be sent via email, including all pertinent
correspondence or information to:
p0060014688 � m u n i c h re. co m
or
Mail to: Munich Re Specialty Insurance
330 Madison Avenue, 12th Floor
New York, NY 10017
Attn: Surety Bond Claims
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
00 73 10- 1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
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
00 73 10- 2
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 2 of 35
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.
00 73 10- 3
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 3 of 35
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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 4
Standard City Conditions of The Construction Contract For Developer Awarded Projects
Page 4 of 35
30. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights-of-way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32. Specifications—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and certain
administrative requirements and procedural matters applicable thereto. Specifications may be
specifically made a part of the Contract Documents by attachment or, if not attached, may be
incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each
Project.
33. Standard City Conditions – That part of the Contract Documents setting forth requirements of
the City.
34. Subcontractor—An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at 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.
00 73 10- 5
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 5 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
41. Work—The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non-Participating Change Order, or Field Order,
and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or legal
holidays authorized by the City for contract purposes, in which weather or other conditions
not under the control of the Contractor will permit the performance of the principal unit of
work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Defective:
1. The word “defective,” when modifying the word “Work,” refers to Work that is unsatisfactory,
faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City’s written acceptance.
C. Furnish, Install, Perform, Provide:
1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or the
word “Supply,” or any combination or similar directive or usage thereof, shall mean furnishing
and incorporating in the Work including all necessary labor, materials, equipment, and
everything necessary to perform the Work indicated, unless specifically limited in the context
used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 2 – PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non-
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers, directors,
members, partners, employees, agents, consultants, or subcontractors, any duty or authority to
supervise or direct the performance of the Work or any duty or authority to undertake
responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the
Work or to modify the terms and conditions thereof by a Participating Change Order or a Non-
Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City’s written interpretation or clarification.
ARTICLE 4 – BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such
surety and insurance companies shall also meet such additional requirements and qualifications as
may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor’s obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal
to the Contract Price as security to protect the City against any defects in any portion of the Work
described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise
by Laws or Regulations, and shall be executed by such sureties as are named in the list of
“Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as
Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by
an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which
shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its
right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply with
the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of insurance
requested by City or any other additional insured) which Contractor is required to purchase and
maintain.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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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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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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1) $1,000,000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2) $250,000 Bodily Injury per person
3) $500,000 Bodily Injury per accident /
4) $100,000 Property Damage
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1. The Contractor’s construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and operated
by: 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: None
b. Each Occurrence: : None
4. With respect to the above outlined insurance requirements, the following shall govern:
a. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at-grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the amount
stated above.
b. Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights-of-
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Revised: January 10, 2013
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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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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
☐ Required for this Contract.
☒ Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City’s MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work under a
direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.08 Wage Rates
☐ Required for this Contract.
☒ Not Required for this Contract.
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter
2258, Texas Government Code (as amended), including the payment of not less than the rates
determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated
in these contract documents. This penalty shall be retained by the City to offset its administrative
costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial determination,
before the 31st day after the date the City receives the information, as to whether good cause
exists to believe that the violation occurred. The City shall notify in writing the Contractor or
Subcontractor and any affected worker of its initial determination. Upon the City’s determination
that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the
City shall retain the full amounts claimed by the claimant or claimants as the difference between
wages paid and wages due under the prevailing wage rates, such amounts being subtracted from
successive progress payments pending a final determination of the violation.
D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration
Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected
worker does not resolve the issue by agreement before the 15th day after the date the City makes
its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under
this section do not agree on an arbitrator before the 11th day after the date that arbitration is
required, a district court shall appoint an arbitrator on the petition of any of the persons. The City
is not a party in the arbitration. The decision and award of the arbitrator is final and binding on
all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
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occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to
Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the requirements
of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise
require all of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court or
arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent
rights or copyrights incident to the use in the performance of the Work or resulting from the
incorporation in the Work of any invention, design, process, product, or device not specified in the
Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or
Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court or
arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it
shall not be Contractor’s responsibility to make certain that the Specifications and Drawings are in
accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor’s
obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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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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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified to
Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.19, City’s review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance and
design criteria given and the design concept expressed in the Contract Documents. City’s review
and acceptance of Submittals (except design calculations and design drawings) will be only for the
purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing City funds
B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment
under this Contract, have access to and the right to examine and photocopy any directly pertinent
books, documents, papers, and records of the Contractor involving transactions relating to this
Contract. Contractor agrees that the City shall have access during Regular Working Hours to all
necessary Contractor facilities and shall be provided adequate and appropriate work space in order
to conduct audits in compliance with the provisions of this Paragraph. The City shall give
Contractor reasonable advance notice of intended audits.
C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City.
The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published
in the Texas Administrative Code in effect as of the time copying is performed.
5.21 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 6 – OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City’s employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by utility
owners. If such other work is not noted in the Contract Documents, then written notice thereof
will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City’s employees or other City contractors,
proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage
of materials and equipment and the execution of such other work, and properly coordinate the
Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be
required to properly connect or otherwise make its several parts come together and properly
integrate with such other work. Contractor shall not endanger any work of others by cutting,
excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter
others' work with the written consent of City and the others whose work will be affected.
C. If the proper execution or results of any part of Contractor’s Work depends upon work performed
by others under this Article 7, Contractor shall inspect such other work and promptly report to
City in writing any delays, defects, or deficiencies in such other work that render it unavailable
or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s failure to so
report will constitute an acceptance of such other work as fit and proper for integration with
Contractor’s Work except for latent defects in the work provided by others.
ARTICLE 7 – CITY’S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City’s Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor’s failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
7.03 Compliance with Safety Program
While at the Site, City’s employees and representatives shall comply with the specific applicable
requirements of Contractor’s safety programs of which City has been informed pursuant to Paragraph
5.13.
ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City’s Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City’s representative during construction are
set forth in the Contract Documents.
A. City’s Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor’s executed Work. Based on information
obtained during such visits and observations, City’s Project Representative will determine, in
general, if the Work is proceeding in accordance with the Contract Documents. City’s Project
Representative will not be required to make exhaustive or continuous inspections on the Site to
check the quality or quantity of the Work. City’s Project Representative’s efforts will be directed
toward providing City a greater degree of confidence that the completed Work will conform
generally to the Contract Documents.
B. City’s Project Representative’s visits and observations are subject to all the limitations on authority
and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City’s Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City’s Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will prejudice
the integrity of the design concept of the completed Project as a functioning whole as indicated by the
Contract Documents. City will have authority to conduct special inspection or testing of the Work as
provided in Article 11, whether or not the Work is fabricated, installed, or completed.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
8.04 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City’s Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City’s written decision will be final (except as modified to reflect
changed factual conditions or more accurate data).
ARTICLE 9 – CHANGES IN THE WORK
9.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or from
time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly
proceed with the Work involved which will be performed under the applicable conditions of the
Contract Documents (except as otherwise specifically provided). Extra Work shall be
memorialized by a Participating Change Order which may or may not precede an order of Extra
work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project
with City participation, a Field Order may be issued by the City.
9.02 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the general
scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract
Price or Contract Time), the giving of any such notice will be Contractor’s responsibility. The amount
of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change.
ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.01 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City
participation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.03 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will have
access to the Site and the Work at reasonable times for their observation, inspection, and testing.
Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor’s safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests,
or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of
the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or approvals,
pay all costs in connection therewith, and furnish City the required certificates of inspection or
approval; excepting, however, those fees specifically identified in the Supplementary Conditions
or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as
described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work. Such
inspections, tests, re-tests, or approvals shall be performed by organizations approved by City.
D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to perform
any inspections or tests (“Testing”) for any part of the Work, as determined solely by City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a “fail”, “did not pass” or other similar
negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until
the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s
expense.
11.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the
cause for such order has been eliminated; however, this right of City to stop the Work shall not give
rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an
acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been
rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City’s special warranty and
guarantee, if any, on said Work.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 31
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 31 of 35
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
00 73 10- 32
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
Page 32 of 35
stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants,
employees, and City’s other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City’s rights and remedies under this
Paragraph 11.09.
ARTICLE 12 – COMPLETION
12.01 Contractor’s Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which City,
determines constitutes a separately functioning and usable part of the Work that can be used by
City for its intended purpose without significant interference with Contractor’s performance of
the remainder of the Work. City at any time may notify Contractor in writing to permit City to
use or occupy any such part of the Work which City determines to be ready for its intended use,
subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
00 73 10- 33
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
Page 33 of 35
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
00 73 10- 34
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
Page 34 of 35
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 – MISCELLANEOUS
14.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the 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.
00 73 10- 35
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
Page 35 of 35
14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
01 11 00 - 1
DAP SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION
SPECIFICATION DOCUMENTS
Developer Awarded Projects
Revised August 30, 2013
WATER, SERWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
SECTION 01 11 00
SUMMARY OF WORK
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Summary of Work to be performed in accordance with the Contract Documents
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1 - General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Work Covered by Contract Documents
1. Work is to include furnishing all labor, materials, and equipment, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications.
B. Subsidiary Work
1. Any and all Work specifically governed by documentary requirements for the
project, such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other public places
or other rights-of-way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
a. A reasonable amount of tools, materials, and equipment for construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
CITY OF FORT WORTH
STANDARD CONSTRUCTION
SPECIFICATION DOCUMENTS
Developer Awarded Projects
Revised August 30, 2013
WATER, SERWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 11 00 - 2
DAP SUMMARY OF WORK
Page 2 of 3
b. Excavated and waste materials shall be stored in such a way as not to interfere
with the use of spaces that may be designated to be left free and unobstructed
and so as not to inconvenience occupants of adjacent property.
c. If the street is occupied by railroad tracks, the Work shall be carried on in such
manner as not to interfere with the operation of the railroad.
1) All Work shall be in accordance with railroad requirements set forth in
Division 0 as well as the railroad permit.
D. Work within Easements
1. Do not enter upon private property for any purpose without having previously
obtained permission from the owner of such property.
2. Do not store equipment or material on private property unless and until the
specified approval of the property owner has been secured in writing by the
Contractor and a copy furnished to the City.
3. Unless specifically provided otherwise, clear all rights-of-way or easements of
obstructions which must be removed to make possible proper prosecution of the
Work as a part of the project construction operations.
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
lawns, fences, culverts, curbing, and all other types of structures or improvements,
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
appurtenances thereof, including the construction of temporary fences and to all
other public or private property adjacent to the Work.
5. Notify the proper representatives of the owners or occupants of the public or private
lands of interest in lands which might be affected by the Work.
a. Such notice shall be made at least 48 hours in advance of the beginning of the
Work.
b. Notices shall be applicable to both public and private utility companies and any
corporation, company, individual, or other, either as owners or occupants,
whose land or interest in land might be affected by the Work.
c. Be responsible for all damage or injury to property of any character resulting
from any act, omission, neglect, or misconduct in the manner or method or
execution of the Work, or at any time due to defective work, material, or
equipment.
6. Fence
a. Restore all fences encountered and removed during construction of the Project
to the original or a better than original condition.
b. Erect temporary fencing in place of the fencing removed whenever the Work is
not in progress and when the site is vacated overnight, and/or at all times to
provide site security.
c. The cost for all fence work within easements, including removal, temporary
closures and replacement, shall be subsidiary to the various items bid in the
project proposal, unless a bid item is specifically provided in the proposal.
CITY OF FORT WORTH
STANDARD CONSTRUCTION
SPECIFICATION DOCUMENTS
Developer Awarded Projects
Revised August 30, 2013
WATER, SERWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 11 00 - 3
DAP SUMMARY OF WORK
Page 3 of 3
1.5 SUBMITTALS
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION
SPECIFICATION DOCUMENTS
Developer Awarded Projects
Revised August 30, 2013
WATER, SERWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 25 00 - 1
SUBSTITUTION PROCEDURES
Page 1 of 4
SECTION 01 25 00
SUBSTITUTION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product
which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following:
a. Name of manufacturer
b. Name of vendor
c. Trade name
d. Catalog number
2. Substitutions are not "or-equals".
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will
be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Request for Substitution - General
1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from
Contractor for substitution of products in place of those specified.
2. Certain types of equipment and kinds of material are described in Specifications by means of references to
names of manufacturers and vendors, trade names, or catalog numbers.
a. When this method of specifying is used, it is not intended to exclude from consideration other
products bearing
b. other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products
are "or-equals," as determined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions:
a. Or-equals are unavailable due to strike, discontinued production of products meeting specified requirements, or
other factors beyond control of Contractor; or,
CITY OF FORT WORTH
STANDARD CONSTRUCTION
SPECIFICATION DOCUMENTS
Developer Awarded Projects
Revised August 30, 2013
WATER, SERWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 25 00 - 1
SUBSTITUTION PROCEDURES
Page 2 of 4
b. Contractor proposes a cost and/or time reduction incentive to the City.
1.5 SUBMITTALS
A. See Request for Substitution Form (attached)
B. Procedure for Requesting Substitution
1. Substitution shall be considered only:
a. After award of Contract
b. Under the conditions stated herein
2. Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compliance of proposed substitution with Contract Documents
2) Data relating to changes in construction schedule, when a reduction is proposed
3) Data relating to changes in cost
b. For products
1) Product identification
a) Manufacturer's name
b) Telephone number and representative contact name
c) Specification Section or Drawing reference of originally specified product, including discrete name or
tag number assigned to original product in the Contract Documents
2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract
Documents
3) Itemized comparison of original and proposed product addressing product characteristics including,
but not necessarily limited to:
a) Size
b) Composition or materials of construction
c) Weight
d) Electrical or mechanical requirements
4) Product experience
a) Location of past projects utilizing product
b) Name and telephone number of persons associated with referenced projects knowledgeable
concerning proposed product
c) Available field data and reports associated with proposed product
5) Samples
a) Provide at request of City.
b) Samples become the property of the City.
c. For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C. Approval or Rejection
1. Written approval or rejection of substitution given by the City
2. City reserves the right to require proposed product to comply with color and pattern of specified product if
necessary to secure design intent.
3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by
Change Order.
CITY OF FORT WORTH
STANDARD CONSTRUCTION
SPECIFICATION DOCUMENTS
Developer Awarded Projects
Revised August 30, 2013
WATER, SERWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 25 00 - 1
SUBSTITUTION PROCEDURES
Page 3 of 4
4. Substitution will be rejected if:
a. Submittal is not through the Contractor with his stamp of approval.
b. Request is not made in accordance with this Specification Section
c. In the Developer’s opinion, acceptance will require substantial revision of the original design.
d. In the City’s or Developer’s opinion, substitution will not perform adequately the function consistent with the
design intent.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor:
1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that
specified, and that it will perform function for which it is intended
2. Will provide same guarantee for substitute item as for product specified
3. Will coordinate installation of accepted substitution into Work, to include building modifications, if necessary,
making such changes as may be required for Work to be complete in all respects.
4. Waives all claims for additional costs related to substitution which subsequently arise
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
REVISION LOG
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION
SPECIFICATION DOCUMENTS
Developer Awarded Projects
Revised August 30, 2013
WATER, SERWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 25 00 - 1
SUBSTITUTION PROCEDURES
Page 4 of 4
EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
TO:
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason for Substitution:
Include complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A. Will the undersigned contractor pay for changes to the building design, including engineering
and detailing costs caused by the requested substitution?
B. What effect does substitution have on other trades?
C. Differences between proposed substitution and specified item?
D. Differences in product cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specified items are:
Equal Better (explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to the
specified item.
Submitted By: For Use by City
Signature Recommended Recommended
as noted
Firm Not recommended Received late
Address By
Date
Date Remarks
Telephone
For Use by City:
Approved Rejected
City Date
01 31 19 - 1
DAP PRECONSTRUCTION MEETING
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
WATER, SERWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
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 City of Fort Worth Standard Specification
1. No construction schedule required unless requested by the City.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the delivery of the
distribution package to the City.
a. The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shall include:
a. Developer and Consultant
b. Contractor's project manager
c. Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
WATER, SERWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 31 19 - 2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
e. Other City representatives
f. Others as appropriate
4. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor’s work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
l. Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City’s representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
WATER, SERWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 31 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
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
WATER, SERWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
SECTION 01 32 33
PRECONSTRUCTION VIDEO
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort Worth Standard Specification
1. Though not mandatory, it is highly recommended on infill developer projects.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Preconstruction Video
1. Produce a preconstruction video of the site/alignment, including all areas in the
vicinity of and to be affected by construction.
a. Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
WATER, SERWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 32 33 - 1
DAP PRECONSTRUCTION VIDEO
Page 2 of 2
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 33 00 - 1
DAP SUBMITTALS
Page 1 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
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 City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
d) Purchasing
e) Fabrication
f) Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 33 00 - 2
DAP SUBMITTALS
Page 2 of 8
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B. Submittal Numbering
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C. Contractor Certification
1. Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify the following:
a. Field measurements
b. Field construction criteria
c. Catalog numbers and similar data
d. Conformance with the Contract Documents
2. Provide each shop drawing, sample and product data submitted by the Contractor
with a Certification Statement affixed including:
a. The Contractor's Company name
b. Signature of submittal reviewer
c. Certification Statement
1) “By this submittal, I hereby represent that I have determined and verified
field measurements, field construction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approved shop drawings."
D. Submittal Format
1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 33 00 - 3
DAP SUBMITTALS
Page 3 of 8
2. The Project title and number
3. Contractor identification
4. The names of:
a. Contractor
b. Supplier
c. Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s)
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identification by highlighting of deviations from Contract Documents
10. Identification by highlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
F. Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limited to:
a. Custom-prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwork manufacturing instructions
e. Custom templates
f. Special wiring diagrams
g. Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i. As applicable to the Work
2. Details
a. Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. For submittals of product data for products included on the City’s Standard Product
List, clearly identify each item selected for use on the Project.
2. For submittals of product data for products not included on the City’s Standard
Product List, submittal data may include, but is not necessarily limited to:
a. Standard prepared data for manufactured products (sometimes referred to as
catalog data)
1) Such as the manufacturer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing-in diagrams and templates
5) Catalog cuts
6) Product photographs
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 33 00 - 4
DAP SUBMITTALS
Page 4 of 8
7) Standard wiring diagrams
8) Printed performance curves and operational-range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare-parts listing and printed product warranties
12) As applicable to the Work
H. Samples
1. As specified in individual Sections, include, but are not necessarily limited to:
a. Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
I. Do not start Work requiring a shop drawing, sample or product data nor any material to
be fabricated or installed prior to the approval or qualified approval of such item.
1. Fabrication performed, materials purchased or on-site construction accomplished
which does not conform to approved shop drawings and data is at the Contractor's
risk.
2. The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance
with approved shop drawings, applicable samples, and product data.
J. Submittal Distribution
1. Electronic Distribution
a. Confirm development of Project directory for electronic submittals to be
uploaded to City’s Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c. Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 33 00 - 5
DAP SUBMITTALS
Page 5 of 8
a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding the number
previously specified.
K. Submittal Review
1. The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c. Approving departures from details furnished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a. All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
comments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 33 00 - 6
DAP SUBMITTALS
Page 6 of 8
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non-conforming items that were noted.
c) Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor’s risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City’s
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative’s then prevailing rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
7. Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City’s
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c. The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the Developer at least 7 Calendar Days prior to release for
manufacture.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 33 00 - 7
DAP SUBMITTALS
Page 7 of 8
9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L. Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M. Qualifications
1. If specifically required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Sufficient information shall be attached to permit a written response without further
information.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 33 00 - 8
DAP SUBMITTALS
Page 8 of 8
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 35 13 - 1
DAP SPECIAL PROJECT PROCEDURES
Page 1 of 7
CITY OF FORT WORTH
STANDARD CITY CONDITIONS
DEVELOPER AWARDED PROJECTS
Revised August, 30, 2013
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
1 SECTION 01 35 13
2 SPECIAL PROJECT PROCEDURES
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedures for special project circumstances that includes, but is not limited to:
7 a. Coordination with the Texas Department of Transportation
8 b. Work near High Voltage Lines
9 c. Confined Space Entry Program
10 d. Air Pollution Watch Days
11 e. Use of Explosives, Drop Weight, Etc.
12 f. Water Department Notification
13 g. Public Notification Prior to Beginning Construction
14 h. Coordination with United States Army Corps of Engineers
15 i. Coordination within Railroad permits areas
16 j. Dust Control
17 k. Employee Parking
18 B. Deviations from this City of Fort Worth Standard Specification
19 1. None.
20 C. Related Specification Sections include, but are not necessarily limited to:
21 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
22 2. Division 1 – General Requirements
23 3. Section 33 12 25 – Connection to Existing Water Mains
24
25 1.2 REFERENCES
26 A. Reference Standards
27 1. Reference standards cited in this Specification refer to the current reference
28 standard published at the time of the latest revision date logged at the end of this
29 Specification, unless a date is specifically cited.
30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
31 High Voltage Overhead Lines.
32 3. North Central Texas Council of Governments (NCTCOG) – Clean Construction
33 Specification
34 1.3 ADMINISTRATIVE REQUIREMENTS
35 A. Coordination with the Texas Department of Transportation
36 1. When work in the right-of-way which is under the jurisdiction of the Texas
37 Department of Transportation (TxDOT):
38 a. Notify the Texas Department of Transportation prior to commencing any work
39 therein in accordance with the provisions of the permit
CITY OF FORT WORTH
STANDARD CITY CONDITIONS
DEVELOPER AWARDED PROJECTS
Revised August, 30, 2013
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 35 13 - 2
DAP SPECIAL PROJECT PROCEDURES
Page 2 of 7
1 b. All work performed in the TxDOT right-of-way shall be performed in
2 compliance with and subject to approval from the Texas Department of
3 Transportation
4 B. Work near High Voltage Lines
5 1. Regulatory Requirements
6 a. All Work near High Voltage Lines (more than 600 volts measured between
7 conductors or between a conductor and the ground) shall be in accordance with
8 Health and Safety Code, Title 9, Subtitle A, Chapter 752.
9 2. Warning sign
10 a. Provide sign of sufficient size meeting all OSHA requirements.
11 3. Equipment operating within 10 feet of high voltage lines will require the following
12 safety features
13 a. Insulating cage-type of guard about the boom or arm
14 b. Insulator links on the lift hook connections for back hoes or dippers
15 c. Equipment must meet the safety requirements as set forth by OSHA and the
16 safety requirements of the owner of the high voltage lines
17 4. Work within 6 feet of high voltage electric lines
18 a. Notification shall be given to:
19 1) The power company (example: ONCOR)
20 a) Maintain an accurate log of all such calls to power company and record
21 action taken in each case.
22 b. Coordination with power company
23 1) After notification coordinate with the power company to:
24 a) Erect temporary mechanical barriers, de-energize the lines, or raise or
25 lower the lines
26 c. No personnel may work within 6 feet of a high voltage line before the above
27 requirements have been met.
28 C. Confined Space Entry Program
29 1. Provide and follow approved Confined Space Entry Program in accordance with
30 OSHA requirements.
31 2. Confined Spaces include:
32 a. Manholes
33 b. All other confined spaces in accordance with OSHA’s Permit Required for
34 Confined Spaces
35 D. Use of Explosives, Drop Weight, Etc.
36 1. When Contract Documents permit on the project the following will apply:
37 a. Public Notification
38 1) Submit notice to City and proof of adequate insurance coverage, 24 hours
39 prior to commencing.
40 2) Minimum 24 hour public notification in accordance with Section 01 31 13
41 E. Water Department Coordination
42 1. During the construction of this project, it will be necessary to deactivate, for a
43 period of time, existing lines. The Contractor shall be required to coordinate with
44 the Water Department to determine the best times for deactivating and activating
45 those lines.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS
DEVELOPER AWARDED PROJECTS
Revised August, 30, 2013
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 35 13 - 3
DAP SPECIAL PROJECT PROCEDURES
Page 3 of 7
1 2. Coordinate any event that will require connecting to or the operation of an existing
2 City water line system with the City’s representative.
3 a. Coordination shall be in accordance with Section 33 12 25.
4 b. If needed, obtain a hydrant water meter from the Water Department for use
5 during the life of named project.
6 c. In the event that a water valve on an existing live system be turned off and on
7 to accommodate the construction of the project is required, coordinate this
8 activity through the appropriate City representative.
9 1) Do not operate water line valves of existing water system.
10 a) Failure to comply will render the Contractor in violation of Texas Penal
11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor
12 will be prosecuted to the full extent of the law.
13 b) In addition, the Contractor will assume all liabilities and
14 responsibilities as a result of these actions.
15 F. Public Notification Prior to Beginning Construction
16 1. Prior to beginning construction on any block in the project, on a block by block
17 basis, prepare and deliver a notice or flyer of the pending construction to the front
18 door of each residence or business that will be impacted by construction. The notice
19 shall be prepared as follows:
20 a. Post notice or flyer 7 days prior to beginning any construction activity on each
21 block in the project area.
22 1) Prepare flyer on the Contractor’s letterhead and include the following
23 information:
24 a) Name of Project
25 b) City Project No (CPN)
26 c) Scope of Project (i.e. type of construction activity)
27 d) Actual construction duration within the block
28 e) Name of the contractor’s foreman and phone number
29 f) Name of the City’s inspector and phone number
30 g) City’s after-hours phone number
31 2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit
32 A.
33 3) Submit schedule showing the construction start and finish time for each
34 block of the project to the inspector.
35 4) Deliver flyer to the City Inspector for review prior to distribution.
36 b. No construction will be allowed to begin on any block until the flyer is
37 delivered to all residents of the block.
38 G. Public Notification of Temporary Water Service Interruption during Construction
39 1. In the event it becomes necessary to temporarily shut down water service to
40 residents or businesses during construction, prepare and deliver a notice or flyer of
41 the pending interruption to the front door of each affected resident.
42 2. Prepared notice as follows:
43 a. The notification or flyer shall be posted 24 hours prior to the temporary
44 interruption.
45 b. Prepare flyer on the contractor’s letterhead and include the following
46 information:
47 1) Name of the project
48 2) City Project Number
CITY OF FORT WORTH
STANDARD CITY CONDITIONS
DEVELOPER AWARDED PROJECTS
Revised August, 30, 2013
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 35 13 - 4
DAP SPECIAL PROJECT PROCEDURES
Page 4 of 7
1 3) Date of the interruption of service
2 4) Period the interruption will take place
3 5) Name of the contractor’s foreman and phone number
4 6) Name of the City’s inspector and phone number
5 c. A sample of the temporary water service interruption notification is attached as
6 Exhibit B.
7 d. Deliver a copy of the temporary interruption notification to the City inspector
8 for review prior to being distributed.
9 e. No interruption of water service can occur until the flyer has been delivered to
10 all affected residents and businesses.
11 f. Electronic versions of the sample flyers can be obtained from the Project
12 Construction Inspector.
13 H. Coordination with United States Army Corps of Engineers (USACE)
14 1. At locations in the Project where construction activities occur in areas where
15 USACE permits are required, meet all requirements set forth in each designated
16 permit.
17 I. Coordination within Railroad Permit Areas
18 1. At locations in the project where construction activities occur in areas where
19 railroad permits are required, meet all requirements set forth in each designated
20 railroad permit. This includes, but is not limited to, provisions for:
21 a. Flagmen
22 b. Inspectors
23 c. Safety training
24 d. Additional insurance
25 e. Insurance certificates
26 f. Other employees required to protect the right-of-way and property of the
27 Railroad Company from damage arising out of and/or from the construction of
28 the project. Proper utility clearance procedures shall be used in accordance
29 with the permit guidelines.
30 2. Obtain any supplemental information needed to comply with the railroad’s
31 requirements.
32 J. Dust Control
33 1. Use acceptable measures to control dust at the Site.
34 a. If water is used to control dust, capture and properly dispose of waste water.
35 b. If wet saw cutting is performed, capture and properly dispose of slurry.
36 K. Employee Parking
37 1. Provide parking for employees at locations approved by the City.
38 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean
39 Construction Specification [if required for the project]
40 1. Comply with equipment, operational, reporting and enforcement requirements set
41 forth in NCTCOG’s Clean Construction Specification.}
CITY OF FORT WORTH
STANDARD CITY CONDITIONS
DEVELOPER AWARDED PROJECTS
Revised August, 30, 2013
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 35 13 - 5
DAP SPECIAL PROJECT PROCEDURES
Page 5 of 7
1 1.4 SUBMITTALS [NOT USED]
2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.6 CLOSEOUT SUBMITTALS [NOT USED]
4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.8 QUALITY ASSURANCE [NOT USED]
6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.10 FIELD [SITE] CONDITIONS [NOT USED]
8 1.11 WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH
STANDARD CITY CONDITIONS
DEVELOPER AWARDED PROJECTS
Revised August, 30, 2013
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 35 13 - 6
DAP SPECIAL PROJECT PROCEDURES
Page 6 of 7
1
2
3
4
5
6 Date:
7
EXHIBIT A
(To be printed on Contractor’s Letterhead)
8 CPN No.:
9 Project Name:
10 Mapsco Location:
11 Limits of Construction:
12
13
14
15
16
17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
19 PROPERTY.
20
21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
22 OF THIS NOTICE.
23
24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
25 ISSUE, PLEASE CALL:
26
27
28 Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.>
29
30 OR
31
32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
33
34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
35
36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
37
CITY OF FORT WORTH
STANDARD CITY CONDITIONS
DEVELOPER AWARDED PROJECTS
Revised August, 30, 2013
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 35 13 - 7
DAP SPECIAL PROJECT PROCEDURES
Page 7 of 7
1 EXHIBIT B
2
3
4
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 1 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
SECTION 01 45 23
TESTING AND INSPECTION SERVICES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to the City’s document management system, or another form of
distribution approved by the City.
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City’s Project Representative
4. Provide City’s Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 50 00 - 1
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT IMPROVEMENTS
TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
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
necessarily limited to:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Temporary Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City’s Project Representatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT IMPROVEMENTS
TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
01 50 00 - 2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City’s
established rates.
3. Electricity and Lighting
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4. Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D. Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
E. Dust Control
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT IMPROVEMENTS
TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on-call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE-INSTALLATION
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT IMPROVEMENTS
TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT IMPROVEMENTS
TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
01 55 26 - 1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
SECTION 01 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative procedures for:
a. Street Use Permit
b. Modification of approved traffic control
c. Removal of Street Signs
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
3. Section 34 71 13 – Traffic Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES
A. Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A. Traffic Control
1. General
a. When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B. Street Use Permit
1. Prior to installation of Traffic Control, a City Street Use Permit is required.
a. To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Works Department.
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT IMPROVEMENTS
TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
01 55 26 - 2
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
1) Allow a minimum of 5 working days for permit review.
2) Contractor’s responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C. Modification to Approved Traffic Control
1. Prior to installation traffic control:
a. Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor’s responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
D. Removal of Street Sign
1. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E. Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MUTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F. Traffic Control Standards
1. Traffic Control Standards can be found on the City’s Buzzsaw website.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT IMPROVEMENTS
TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
01 55 26 - 3
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
01 57 13 - 1
STORM WATER POLLUTION PREVENTION
Page 1 of 3
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
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 Storm Water Pollution Prevention Plans
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1 – General Requirements
3. Section 31 25 00 – Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a. Work associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Construction Activities resulting in greater than 1 acre of disturbance
a. Measurement and Payment shall be in accordance with Section 31 25 00.
1.3 REFERENCES
A. Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: NOT
3. Storm Water Pollution Prevention Plan: SWPPP
4. Texas Commission on Environmental Quality: TCEQ
5. Notice of Change: NOC
A. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. Integrated Storm Management (iSWM) Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A. General
1. Contractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
01 57 13 - 2
STORM WATER POLLUTION PREVENTION
Page 2 of 3
B. Construction Activities resulting in:
1. Less than 1 acre of disturbance
a. Provide erosion and sediment control in accordance with Section 31 25 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Required under general permit
TXR150000
a) Sign and post at job site
b) Prior to Preconstruction Meeting, send 1 copy to City Department of
Transportation and Public Works, Environmental Division, (817) 392-
6088.
2) Provide erosion and sediment control in accordance with:
a) Section 31 25 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
3. 5 acres or more of Disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a) Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a) Section 31 25 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
4) Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
1.5 SUBMITTALS
A. SWPPP
1. Submit in accordance with Section 01 33 00, except as stated herein.
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a) City Project Manager will forward to the City Department of
Transportation and Public Works, Environmental Division for review
01 57 13 - 3
STORM WATER POLLUTION PREVENTION
Page 3 of 3
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30y 1, 2011
B. Modified SWPPP
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
in accordance with Section 01 33 00.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
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
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
SECTION 01 60 00
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. References for Product Requirements and City Standard Products List
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A list of City approved products for use is available through the City’s website at:
https://apps.fortworthtexas.gov/ProjectResources/ and following the directory
path: 02 - Construction Documents\Standard Products List
A. Only products specifically included on City’s Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
B. Any specific product requirements in the Contract Documents supersede similar
products included on the City’s Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City’s Standard Product List.
C. Although a specific product is included on City’s Standard Product List, not all
products from that manufacturer are approved for use, including but not limited to, that
manufacturer’s standard product.
D. See Section 01 33 00 for submittal requirements of Product Data included on City’s
Standard Product List.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
01 60 00
DAP PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
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
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
WATER, SEWER, PAVING, DRAINAGE & STREETLIGH
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
SECTION 01 66 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Scheduling of product delivery
2. Packaging of products for delivery
3. Protection of products against damage from:
a. Handling
b. Exposure to elements or harsh environments
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY AND HANDLING
A. Delivery Requirements
1. Schedule delivery of products or equipment as required to allow timely installation
and to avoid prolonged storage.
2. Provide appropriate personnel and equipment to receive deliveries.
3. Delivery trucks will not be permitted to wait extended periods of time on the Site
for personnel or equipment to receive the delivery.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
WATER, SEWER, PAVING, DRAINAGE & STREETLIGH
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
4. Deliver products or equipment in manufacturer's original unbroken cartons or other
containers designed and constructed to protect the contents from physical or
environmental damage.
5. Clearly and fully mark and identify as to manufacturer, item and installation
location.
6. Provide manufacturer's instructions for storage and handling.
B. Handling Requirements
1. Handle products or equipment in accordance with these Contract Documents and
manufacturer’s recommendations and instructions.
C. Storage Requirements
1. Store materials in accordance with manufacturer’s recommendations and
requirements of these Specifications.
2. Make necessary provisions for safe storage of materials and equipment.
a. Place loose soil materials and materials to be incorporated into Work to prevent
damage to any part of Work or existing facilities and to maintain free access at
all times to all parts of Work and to utility service company installations in
vicinity of Work.
3. Keep materials and equipment neatly and compactly stored in locations that will
cause minimum inconvenience to other contractors, public travel, adjoining owners,
tenants and occupants.
a. Arrange storage to provide easy access for inspection.
4. Restrict storage to areas available on construction site for storage of material and
equipment as shown on Drawings, or approved by City’s Project Representative.
5. Provide off-site storage and protection when on-site storage is not adequate.
a. Provide addresses of and access to off-site storage locations for inspection by
City’s Project Representative.
6. Do not use lawns, grass plots or other private property for storage purposes without
written permission of owner or other person in possession or control of premises.
7. Store in manufacturers’ unopened containers.
8. Neatly, safely and compactly stack materials delivered and stored along line of
Work to avoid inconvenience and damage to property owners and general public
and maintain at least 3 feet from fire hydrant.
9. Keep public and private driveways and street crossings open.
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
satisfaction of City’s Project Representative.
a. Total length which materials may be distributed along route of construction at
one time is 1,000 linear feet, unless otherwise approved in writing by City’s
Project Representative.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
WATER, SEWER, PAVING, DRAINAGE & STREETLIGH
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A. Tests and Inspections
1. Inspect all products or equipment delivered to the site prior to unloading.
B. Non-Conforming Work
1. Reject all products or equipment that are damaged, used or in any other way
unsatisfactory for use on the project.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION
A. Protect all products or equipment in accordance with manufacturer's written directions.
B. Store products or equipment in location to avoid physical damage to items while in
storage.
C. Protect equipment from exposure to elements and keep thoroughly dry if required by
the manufacturer.
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
WATER, SEWER, PAVING, DRAINAGE & STREETLIGH
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
WATER, SEWER, PAVING, DRAINAGE & STREETLIGH
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 70 00 - 1
DAP MOBILIZATION AND REMOBILIZATION
Page 1 of 4
SECTION 01 70 00
MOBILIZATION AND REMOBILIZATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Mobilization and Demobilization
a. Mobilization
1) Transportation of Contractor’s personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor’s operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor’s personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor’s operation
from 1 location to another location on the Site.
b. Demobilization
1) Transportation of Contractor’s personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
2. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization
a) Transportation of Contractor’s personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization
a) Transportation of Contractor’s personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor’s
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
WATER, SEWER, PAVING, DRAINAGE & STREETLIGH
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 70 00 - 2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
1) Mobilization shall consist of the activities and cost on a Work Order basis
necessary for:
a) Transportation of Contractor’s personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessary general facilities for the Contractor’s
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessary for:
a) Transportation of Contractor’s personnel, equipment, and operating
supplies from the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Work Order
c) Removal of all buildings or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for specific items of
work for which payment is provided elsewhere in the contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Mobilization and Demobilization
a. Measure
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and materials furnished in accordance with this Item
are subsidiary to the various Items bid and no other compensation will be
allowed.
2. Remobilization for suspension of Work as specifically required in the Contract
Documents
a. Measurement
1) Measurement for this Item shall be per each remobilization performed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Specified Remobilization” in accordance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
WATER, SEWER, PAVING, DRAINAGE & STREETLIGH
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 70 00 - 3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
3. Remobilization for suspension of Work as required by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of Section 00 72 00.
2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
4. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Work Order Mobilization” in accordance with Contract
Documents. Demobilization shall be considered subsidiary to mobilization
and shall not be paid for separately.
c. The price shall include:
1) Mobilization as described in Section 1.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Work Order Emergency Mobilization” in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
WATER, SEWER, PAVING, DRAINAGE & STREETLIGH
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
WATER, SEWER, PAVING, DRAINAGE & STREETLIGH
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 71 23 - 1
DAP CONSTRUCTION STAKING AND SURVEY
Page 1 of 4
SECTION 01 71 23
CONSTRUCTION STAKING AND SURVEY
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Requirements for construction staking and construction survey
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Staking
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will
be allowed.
2. Construction Survey
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will
be allowed.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Submittals, if required, shall be in accordance with Section 01 33 00.
B. All submittals shall be approved by the City prior to delivery.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A. Certificates
1. Provide certificate certifying that elevations and locations of improvements are in
conformance or non-conformance with requirements of the Contract Documents.
a. Certificate must be sealed by a registered professional land surveyor in the
State of Texas.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
WATER, SEWER, PAVING, DRAINAGE & STREETLIGH
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 71 23 - 2
DAP CONSTRUCTION STAKING AND SURVEY
Page 2 of 4
B. Field Quality Control Submittals
1. Documentation verifying accuracy of field engineering work.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Construction Staking
1. Construction staking will be performed by GC.
2. Coordination
a. Contact City’s Project Representative at least 2 weeks in advance for
scheduling of Construction Staking.
b. It is the Contractor’s responsibility to coordinate staking such that construction
activities are not delayed or negatively impacted.
3. General
a. Contractor is responsible for preserving and maintaining stakes furnished by
City.
b. If in the opinion of the City, a sufficient number of stakes or markings have
been lost, destroyed or disturbed, by Contractor’s neglect, such that the
contracted Work cannot take place, then the Contractor will be required to pay
the City for new staking with a 25 percent markup. The cost for staking will be
deducted from the payment due to the Contractor for the Project.
B. Construction Survey
1. Construction Survey will be performed by the City.
2. Coordination
a. Contractor to verify that control data established in the design survey remains
intact.
b. Coordinate with the City prior to field investigation to determine which
horizontal and vertical control data will be required for construction survey.
c. It is the Contractor’s responsibility to coordinate Construction Survey such that
construction activities are not delayed or negatively impacted.
d. Notify City if any control data needs to be restored or replaced due to damage
caused during construction operations.
1) City shall perform replacements and/or restorations.
3. General
a. Construction survey will be performed in order to maintain complete and
accurate logs of control and survey work as it progresses for Project Records.
b. The Contractor will need to ensure coordination is maintained with the City to
perform construction survey to obtain construction features, including but not
limited to the following:
1) All Utility Lines
a) Rim and flowline elevations and coordinates for each manhole or
junction structure
2) Water Lines
a) Top of pipe elevations and coordinates for waterlines at the following
locations:
(1) Every 250 linear feet
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
WATER, SEWER, PAVING, DRAINAGE & STREETLIGH
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 71 23 - 3
DAP CONSTRUCTION STAKING AND SURVEY
Page 3 of 4
(2) Horizontal and vertical points of inflection, curvature, etc. (All
Fittings)
(3) Cathodic protection test stations
(4) Sampling stations
(5) Meter boxes/vaults (All sizes)
(6) Fire lines
(7) Fire hydrants
(8) Gate valves
(9) Plugs, stubouts, dead-end lines
(10) Air Release valves (Manhole rim and vent pipe)
(11) Blow off valves (Manhole rim and valve lid)
(12) Pressure plane valves
(13) Cleaning wyes
(14) Casing pipe (each end)
b) Storm Sewer
(1) Top of pipe elevations and coordinates at the following locations:
(a) Every 250 linear feet
(b) Horizontal and vertical points of inflection, curvature, etc.
c) Sanitary Sewer
(1) Top of pipe elevations and coordinates for sanitary sewer lines at
the following locations:
(a) Every 250 linear feet
(b) Horizontal and vertical points of inflection, curvature, etc.
(c) Cleanouts
c. Construction survey will be performed in order to maintain complete and
accurate logs of control and survey work associated with meeting or exceeding
the line and grade required by these Specifications.
d. The Contractor will need to ensure coordination is maintained with the City to
perform construction survey and to verify control data, including but not
limited to the following:
1) Established benchmarks and control points provided for the Contractor’s
use are accurate
2) Benchmarks were used to furnish and maintain all reference lines and
grades for tunneling
3) Lines and grades were used to establish the location of the pipe
4) Submit to the City copies of field notes used to establish all lines and
grades and allow the City to check guidance system setup prior to
beginning each tunneling drive.
5) Provide access for the City to verify the guidance system and the line and
grade of the carrier pipe on a daily basis.
6) The Contractor remains fully responsible for the accuracy of the work and
the correction of it, as required.
7) Monitor line and grade continuously during construction.
8) Record deviation with respect to design line and grade once at each pipe
joint and submit daily records to City.
9) If the installation does not meet the specified tolerances, immediately notify
the City and correct the installation in accordance with the Contract
Documents.
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
WATER, SEWER, PAVING, DRAINAGE & STREETLIGH
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 71 23 - 4
DAP CONSTRUCTION STAKING AND SURVEY
Page 4 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A. It is the Contractor’s responsibility to maintain all stakes and control data placed by the
City in accordance with this Specification.
B. Do not change or relocate stakes or control data without approval from the City.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
WATER, SEWER, PAVING, DRAINAGE & STREETLIGH
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 74 23 - 1
DAP CLEANING
Page 1 of 4
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 closed
systems specified elsewhere
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Scheduling
1. Schedule cleaning operations so that dust and other contaminants disturbed by
cleaning process will not fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND HANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
WATER, SEWER, PAVING, DRAINAGE & STREETLIGH
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 74 23 - 2
DAP CLEANING
Page 2 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A. Cleaning Agents
1. Compatible with surface being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a. Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A. General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
storm or sanitary drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of non degradable debris at an approved solid waste disposal site or in
an alternate manner approved by City and regulatory agencies.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
WATER, SEWER, PAVING, DRAINAGE & STREETLIGH
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 74 23 - 3
DAP CLEANING
Page 3 of 4
6. Handle materials in a controlled manner with as few handlings as possible.
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
this project.
8. Remove all signs of temporary construction and activities incidental to construction
of required permanent Work.
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
have the cleaning completed at the expense of the Contractor.
10. Do not burn on-site.
B. Intermediate Cleaning during Construction
1. Keep Work areas clean so as not to hinder health, safety or convenience of
personnel in existing facility operations.
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
3. Confine construction debris daily in strategically located container(s):
a. Cover to prevent blowing by wind
b. Store debris away from construction or operational activities
c. Haul from site at a minimum of once per week
4. Vacuum clean interior areas when ready to receive finish painting.
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
may become airborne or transported by flowing water during the storm.
C. Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containers from site.
a. Re-seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of traffic along the roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
junction boxes and inlets.
4. If no longer required for maintenance of erosion facilities, and upon approval by
City, remove erosion control from site.
5. Clean signs, lights, signals, etc.
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
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
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE
ADDITION-PH2
103890
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
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
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
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 City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds,
certificates, licenses and affidavits required for Work or equipment as specified are
satisfactorily filed with the City.
B. Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A. Submit all required documentation to City’s Project Representative.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT IMPROVEMENTS
TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 CLOSEOUT PROCEDURE
A. Prior to requesting Final Inspection, submit:
1. Project Record Documents in accordance with Section 01 78 39
2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
01 74 23.
C. Final Inspection
1. After final cleaning, provide notice to the City Project Representative that the Work
is completed.
a. The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertake the Work
required to remedy deficiencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Work associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c. Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
f. Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
D. Notice of Project Completion
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
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT IMPROVEMENTS
TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
f. Contractor’s Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
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
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT IMPROVEMENTS
TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
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 furnished under Contract
2. Such products may include, but are not limited to:
a. Traffic Controllers
b. Irrigation Controllers (to be operated by the City)
c. Butterfly Valves
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Schedule
1. Submit manuals in final form to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be
approved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A. Submittal Form
1. Prepare data in form of an instructional manual for use by City personnel.
2. Format
a. Size: 8 ½ inches x 11 inches
b. Paper
1) 40 pound minimum, white, for typed pages
2) Holes reinforced with plastic, cloth or metal
c. Text: Manufacturer’s printed data, or neatly typewritten
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT IMPROVEMENTS
TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
d. Drawings
1) Provide reinforced punched binder tab, bind in with text
2) Reduce larger drawings and fold to size of text pages.
e. Provide fly-leaf for each separate product, or each piece of operating
equipment.
1) Provide typed description of product, and major component parts of
equipment.
2) Provide indexed tabs.
f. Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2) List:
a) Title of Project
b) Identity of separate structure as applicable
c) Identity of general subject matter covered in the manual
3. Binders
a. Commercial quality 3-ring binders with durable and cleanable plastic covers
b. When multiple binders are used, correlate the data into related consistent
groupings.
4. If available, provide an electronic form of the O&M Manual.
B. Manual Content
1. Neatly typewritten table of contents for each volume, arranged in systematic order
a. Contractor, name of responsible principal, address and telephone number
b. A list of each product required to be included, indexed to content of the volume
c. List, with each product:
1) The name, address and telephone number of the subcontractor or installer
2) A list of each product required to be included, indexed to content of the
volume
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Identify each product by product name and other identifying symbols as set
forth in Contract Documents.
2. Product Data
a. Include only those sheets which are pertinent to the specific product.
b. Annotate each sheet to:
1) Clearly identify specific product or part installed
2) Clearly identify data applicable to installation
3) Delete references to inapplicable information
3. Drawings
a. Supplement product data with drawings as necessary to clearly illustrate:
1) Relations of component parts of equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with information in Project Record Documents to assure
correct illustration of completed installation.
c. Do not use Project Record Drawings as maintenance drawings.
4. Written text, as required to supplement product data for the particular installation:
a. Organize in consistent format under separate headings for different procedures.
b. Provide logical sequence of instructions of each procedure.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT IMPROVEMENTS
TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
5. Copy of each warranty, bond and service contract issued
a. Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
1. Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full information on products
1) Catalog number, size, composition
2) Color and texture designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for types of cleaning agents and methods
2) Cautions against cleaning agents and methods which are detrimental to
product
3) Recommended schedule for cleaning and maintenance
3. Content, for moisture protection and weather exposure products:
a. Manufacturer's data, giving full information on products
1) Applicable standards
2) Chemical composition
3) Details of installation
b. Instructions for inspection, maintenance and repair
D. Manual for Equipment and Systems
1. Submit 5 copies of complete manual in final form.
2. Content, for each unit of equipment and system, as appropriate:
a. Description of unit and component parts
1) Function, normal operating characteristics and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Start-up, break-in, routine and normal operating instructions
2) Regulation, control, stopping, shut-down and emergency instructions
3) Summer and winter operating instructions
4) Special operating instructions
c. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Alignment, adjusting and checking
d. Servicing and lubrication schedule
1) List of lubricants required
e. Manufacturer's printed operating and maintenance instructions
f. Description of sequence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recommended to be stocked as spare parts
g. As installed control diagrams by controls manufacturer
h. Each contractor's coordination drawings
1) As installed color coded piping diagrams
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT IMPROVEMENTS
TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
i. Charts of valve tag numbers, with location and function of each valve
j. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
k. Other data as required under pertinent Sections of Specifications
3. Content, for each electric and electronic system, as appropriate:
a. Description of system and component parts
1) Function, normal operating characteristics, and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Circuit directories of panelboards
1) Electrical service
2) Controls
3) Communications
c. As installed color coded wiring diagrams
d. Operating procedures
1) Routine and normal operating instructions
2) Sequences required
3) Special operating instructions
e. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Adjustment and checking
f. Manufacturer's printed operating and maintenance instructions
g. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
h. Other data as required under pertinent Sections of Specifications
4. Prepare and include additional data when the need for such data becomes apparent
during instruction of City's personnel.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Provide operation and maintenance data by personnel with the following criteria:
1. Trained and experienced in maintenance and operation of described products
2. Skilled as technical writer to the extent required to communicate essential data
3. Skilled as draftsman competent to prepare required drawings
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT IMPROVEMENTS
TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
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
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
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. Record Drawings
b. Water Meter Service Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City’s Project Representative.
1.6 ACTION 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 Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other Documents where such entry is required to show the change properly.
2. Accuracy of records shall be such that future search for items shown in the Contract
Documents may rely reasonably on information obtained from the approved Project
Record Documents.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITIONPH-2
103890
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
3. To facilitate accuracy of records, make entries within 24 hours after receipt of
information that the change has occurred.
4. Provide factual information regarding all aspects of the Work, both concealed and
visible, to enable future modification of the Work to proceed without lengthy and
expensive site measurement, investigation and examination.
1.10 STORAGE AND HANDLING
A. Storage and Handling Requirements
1. Maintain the job set of Record Documents completely protected from deterioration
and from loss and damage until completion of the Work and transfer of all recorded
data to the final Project Record Documents.
2. In the event of loss of recorded data, use means necessary to again secure the data
to the City's approval.
a. In such case, provide replacements to the standards originally required by the
Contract Documents.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
2.2 RECORD DOCUMENTS
A. Job set
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
charge to the Contractor, 1 complete set of all Documents comprising the Contract.
B. Final Record Documents
1. At a time nearing the completion of the Work and prior to Final Inspection, provide
the City 1 complete set of all Final Record Drawings in the Contract.
2.3 ACCESSORIES [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANCE DOCUMENTS
A. Maintenance of Job Set
1. Immediately upon receipt of the job set, identify each of the Documents with the
title, "RECORD DOCUMENTS - JOB SET".
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
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITIONPH-2
103890
2. Preservation
a. Considering the Contract completion time, the probable number of occasions
upon which the job set must be taken out for new entries and for examination,
and the conditions under which these activities will be performed, devise a
suitable method for protecting the job set.
b. Do not use the job set for any purpose except entry of new data and for review
by the City, until start of transfer of data to final Project Record Documents.
c. Maintain the job set at the site of work.
3. Coordination with Construction Survey
a. At a minimum clearly mark any deviations from Contract Documents
associated with installation of the infrastructure.
4. Making entries on Drawings
a. Record any deviations from Contract Documents.
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
change by graphic line and note as required.
c. Date all entries.
d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
5. Conversion of schematic layouts
a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physical layout.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) However, design of future modifications of the facility may require
accurate information as to the final physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the like).
3) Make all identification sufficiently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
B. Final Project Record Documents
1. Transfer of data to Drawings
a. Carefully transfer change data shown on the job set of Record Drawings to the
corresponding final documents, coordinating the changes as required.
b. Clearly indicate at each affected detail and other Drawing a full description of
changes made during construction, and the actual location of items.
c. Call attention to each entry by drawing a "cloud" around the area or areas
affected.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION
DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
WATER, SEWER, PAVING, DRAINAGE & STREETLIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITIONPH-2
103890
32 13 13 -4
CONCRETE PAVING
Page 4 of 22
d. Make changes neatly, consistently and with the
proper media to assure longevity and clear
reproduction.
2. Transfer of data to other Documents
a. If the Documents, other than Drawings, have been kept clean
during progress of the Work, and if entries thereon have been
orderly to the approval of the City, the job set of those
Documents, other than Drawings, will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a
new copy of that Document from the City at the City's usual
charge for reproduction and handling, and carefully transfer
the change data to the new copy to the approval of the City.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
WATER, SEWER, PAVING, DRAINAGE, & STREET LIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
103890
GC-4.02 Subsurface and Physical
(see Geotech Report)
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
WATER, SEWER, PAVING, DRAINAGE, & STREET LIGHT
IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITION-PH2
10389
2712 Satsuma Drive, Suite 400 ⧫ Dallas, Texas 75229 ⧫ 972.488.3500 (P) ⧫ e-mail: geti@sbcglobal.net
GEOTECHNICAL INVESTIGATION
Proposed "Residential Development"
West of Bridgewood Drive & Mandy Lane
Fort Worth, Texas
Project No. 23-DG3792
Prepared for:
LAND LINK REALTY, LLC
South Lake, Texas
Prepared by:
GEOSCIENCE ENGINEERS, LLC
Dallas, Texas
August 2023
� �
'� ��GeoScience
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Project No. 23-DG3792
August 4, 2023
LAND LINK REALTY, LLC
151 Players Circle # 200
Southlake. Texas 76092
Geotechnical Investigation
Proposed "Residential Development"
West of Bridgewood Drive & Mandy Lane
Fort Worth, Texas
Geoscience Engineers, LLC. is pleased to submit this geotechnical investigation for the above
referenced project located in Fort Worth, Texas. This report briefly describes the procedures
employed in our subsurface exploration and presents the results of our investigation.
Our Construction Materials Testing Division can provide the materials testing services that will be
required during the construction phase of this project. We will be pleased to discuss the scope
of work and submit a proposal for these services upon request.
We appreciate the opportunity to be of assistance on this project. Please feel free to contact us
if you have any questions or if we can be of further service.
Respectfully,
Geoscience Engineers, LLC.
Firm Reg # F-11285 ,.,,,�.�,
�`�u�oaa•v�!���i
�: ,
Alireza Noorzadi ,:;•o<�°`� `' M.. o,°�•;,, `,�
Project Manager � .' ° ��" `: �\' •�� `�
-� ��—�_ ' - /'rj,�•�1•p,e�a°�'��� s/
-- � J J • • r� 6'.
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�` � � �`�ae.�3 � ,�,;.
Syed S. AfsarVP.E. , �,�9.�E .�, � > ��,`
Project Engineer � � ��� � ,� o
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'?' � �r,i= .:`::`; i_•���.
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.
2712 Satsuma Drive, Suite 400 ♦ Dallas, Texas 75229 ♦ 972.488.3500 (P) ♦ e-mail: getiC�sbcglobal.net
Proposed "Residential Development "
West of Bridgewood Drive & Mandy Lane
Fort Worth, Texas
GEOSCIENCE ENGINEERS, LLC.
CONTENTS
INTRODUCTION ....................................................................................................................................... 2
Project Description ............................................................................................................................. 2
Site Description ................................................................................................................................... 2
Purposes and Scope of Work ............................................................................................................ 2
Report Format ..................................................................................................................................... 2
FIELD INVESTIGATION ............................................................................................................................. 2
LABORATORY TESTING ........................................................................................................................... 3
Review ................................................................................................................................................. 3
GENERAL SUBSURFACE CONDITIONS ................................................................................................... 4
Stratigraphy ............................................................................................................................................ 4
Subsurface Water Conditions ........................................................................................................... 5
ANALYSIS AND RECOMMENDATIONS .................................................................................................. 6
Construction Consultation and Monitoring ..................................................................................... 6
Soil Movement .................................................................................................................................... 6
FOUNDATION RECOMMENDATION ...................................................................................................... 9
Slab-On-Grade Type Foundation ..................................................................................................... 9
Building Pad Preparation................................................................................................................. 13
PAVEMENT RECOMMENDATION ......................................................................................................... 14
RETAINING WALL RECOMMENDATIONS............................................................................................. 15
Select Fill ............................................................................................................................................ 18
Flex Base ............................................................................................................................................ 18
LANDSCAPING...................................................................................................................................... 18
SITE GRADING and DRAINAGE ........................................................................................................... 19
CLOSURE ............................................................................................................................................... 20
ILLUSTRATIONS ....................................................................................................................................... 21
............................................................................................................................................................... 22
BORING LOCATION PLAN .................................................................................................................... 22
BORING LOGS ....................................................................................................................................... 22
SUMMARY OF FREE SWELL TESTS .......................................................................................................... 23
SITE GEOLOGY ...................................................................................................................................... 24
PVR ZONE MAP ..................................................................................................................................... 25
MINIMUM/MAXIMUM CUT/FILL DATA PER LOT .................................................................................. 26
Proposed "Residential Development "
West of Bridgewood Drive & Mandy Lane
Fort Worth, Texas
GEOSCIENCE ENGINEERS, LLC.
INTRODUCTION
Project Description
This report presents the results of the geotechnical investigation performed at the site of the
referenced project located in Fort Worth, Texas. Based on the information provided, phase 2 of
Noble Hill Village Addition consisting of a residential development with associated streets is
proposed for construction at this site. Information regarding structural loads was not available at
the time of this investigation; however, we anticipate the loads will be light. It is expected that the
finished floor elevation of the proposed structure will be above surrounding ground surface.
Site Description
The site of the referenced project is located at the western quadrant from Bridgewood Drive and
Mandy Lane intersection in the city of Fort Worth, Texas. At the time of this investigation the site
was undeveloped land covered with vegetation and trees; however, paths were made by
clearing the vegetation and tress for the drilling operation. The general location and orientation
of the site is shown in the Illustrations section of this report.
Purposes and Scope of Work
The principal purposes of this investigation were to evaluate the general soil conditions at the
referenced site and develop recommendations for the design and construction of the proposed
residential building. The principal purposes of this investigation were:
1). Developing subsurface soil and rock stratigraphy at boring locations;
2). Evaluating soil swell potential and alternatives to reduce the soil movement;
3). Providing recommendations for foundation design parameters;
4(. Providing pavement recommendations; and
4). Providing site preparation recommendations.
Report Format
The first sections of this report describe the field and laboratory phases of the study. The remaining
sections present our engineering analyses and geotechnical parameters for the type of
foundation system proposed for use at this site. Boring logs and laboratory test results are
presented in the Illustrations section of this report.
FIELD INVESTIGATION
The field investigation of this study involved drilling and sampling a total of nineteen (19) test
borings drilled to a depths of 15 to 20 feet below ground surface in area accessible to the drill rig.
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The approximate locations of the borings are shown on the Boring Location Plan Plate A. Logs of
the borings with descriptions of the soils sampled are presented on Plates 1 to 19. The soil strata
boundaries shown on the boring logs are approximate.
The borings were advanced using continuous flight auger techniques. Undisturbed surface
cohesive soil samples were obtained using a 3-inch diameter thin-walled tube sampler pushed
into the soil. The un-drained compressive strength of cohesive soils was estimated in the field using
a calibrated pocket penetrometer.
To evaluate the relative density and consistency of harder formations, Texas Department of
Transportation Cone Penetrometer tests were performed at selected locations. The actual test
consists of driving a three-inch diameter cone with a 170-pound hammer freely falling 24 inches.
In relatively soft materials, the penetrometer cone is driven one foot and the number of blows
required for each six-inch penetration is tabulated at respective test depths, as blows per six inches
on the boring logs. In hard materials, the penetrometer cone is driven with the resulting
penetrations, in inches, accurately recorded for the first and second 50 blows for a total of 100
blows. The penetration for the total 100 blows is recorded at the respective testing depths on the
boring logs.
All soil samples were extruded from the samplers in the field, visually classified and wrapped in
plastic bags to prevent loss of moisture or disturbance during transfer to the laboratory. The borings
were drilled using dry auger procedures to observe water level at the time of the exploration.
Water level observations are recorded on the boring logs.
LABORATORY TESTING
Engineering properties of the foundation soils were evaluated in the laboratory by tests performed
on representative soil samples. A series of moisture content was performed to develop soil moisture
profiles and to aid in evaluating the uniformity of soil conditions at this location. Liquid and Plastic
limit tests (Atterberg limits), were performed on selected soil samples to confirm visual classification
and evaluate soil volume change potentials. All tests were performed using ASTM procedures by
experienced technicians working under the direction of an engineer.
Review
Descriptions of strata made in the field were modified in accordance with laboratory tests results
and visual examination in the laboratory. All recovered soil samples were examined, classified
and described in accordance with ASTM D 2487, ASTM D 2488 and Unified Soil Classification
procedures. Classifications of the soils and finalized descriptions of soil strata are shown on the
attached boring logs.
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GENERAL SUBSURFACE CONDITIONS
Stratigraphy
Based on our interpretation of the borings drilled for this investigation, the subsurface stratigraphy
encountered at the location of test borings are:
In test boring B-1 brown and tan SANDY CLAY/CLAY (CL/CH) soils with limestone fragments were
encountered from existing ground surface elevation and remained visible to a depth of 7 feet.
In test boring B-2 brown and tan SANDY CLAY/CLAY (CL/CH) soils with limestone fragments were
encountered from existing ground surface elevation and remained visible to a depth of 3 feet,
below which, tan calcareous clay (CH) soils with limestone fragments and occasional shaly clay
seams were encountered and remained visible to a depth of 9 feet.
In test borings B-3, and B-6 to B-8, tan and brown CLAY (CH) soils with limestone fragments were
encountered from existing ground surface elevation and remained visible to a depth of 7 to 9
feet.
In test borings B-4 and B-5, tan and brown SANDY CLAY/CLAY (CL/CH) soils with limestone
fragments were encountered from existing ground surface elevation and remained visible to a
depth of 9 feet.
In test boring B-9, brown to brown and tan CLAY (CH) soils with limestone fragments were
encountered from existing ground surface elevation and remained visible to a depth of 4 feet,
below which, tan CALCAREOUS CLAY (CL) soils with limestone fragmen ts were encountered and
remained visible to a depth of 8 feet.
In test boring B-10, brown followed by brown and tan SANDY CLAY (CL) soils with limestone
fragments were encountered from existing ground surface elevation and remained visible to a
depth of 7 feet.
In test boring B-11, brown and tan SANDY CLAY (CL) soils with limestone fragments were
encountered from existing ground surface elevation and remained visible to a depth of 4 feet,
below which, tan CALCAREOUS CLAY (CL) soils with limestone fragments were encountered and
remained visible to a depth of 8 feet.
In test boring B-12, tannish brown SANDY CLAY (CL) soils with calcareous nodules were
encountered from existing ground surface elevation and remained visible to a d epth of 3 feet,
below which, tan CALCAREOUS CLAY (CL) soils with limestone fragments were encountered and
remained visible to a depth of 5 feet.
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In test boring B-13, gray CLAY (CH) soils were encountered from existing ground surface elevation
and remained visible to a depth of 5 feet.
In test boring B-14, dark brown, gray CLAY (CH) soils were encountered from existing ground
surface elevation and remained visible to a depth of 4 feet, below which, tan CALCAREOUS CLAY
(CL) soils with limestone fragments were encountered and remained visible to a depth of 8 feet.
In test borings B-15 and B-16, dark brown, gray to brown CLAY (CH) soils were encountered from
existing ground surface elevation and remained visible to a depth of 3 to 4 feet.
In test boring B-17, tannish brown, brown CLAY (CH) soils were encountered from existing ground
surface elevation and remained visible to a depth of 1.5 feet, below which, tan CALCAREOUS
CLAY (CL) soils with shaly clay seams were encountered and remained visible to a depth of 4 feet.
From existing ground surface elevation in test borings B-18 and B-19, and at a depth of 3 to 9 feet
in the remaining test borings drilled, tan weathered LIMESTONE was encountered and remained
visible to the completion depth of test borings B-1, B-2, B-9, B-10, and B-12 and to a depth of 7 to
18 feet in the remaining test borings drilled, below which, gray SHALY LIMESTONE/LIMESTONE was
encountered and remained visible to the completion depths.
Detailed descriptions of the subsurface stratigraphy encountered at the locations of the test
borings drilled for this study are included in the Illustrations section of this report.
Subsurface Water Conditions
The boring was advanced using auger drilling method in order to observe groundwater seepage
levels. No groundwater seepage was encountered in the test boring drilled at the time of this
investigation; however, the samples retrieved had high moisture content. It should be noted that
future construction activities may alter the surface and subsurface drainage characteristics of the
site. Therefore, the depth to groundwater should be verified during construction. If there is a
noticeable change in the conditions reported herein, this office should be notified immediately to
review the effect that it may have on the design recommendations. Based upon short-term
observations, it is not possible to accurately predict the magnitude of subsurface water
fluctuations that might occur.
It should be noted that the depth to subsurface water will be affected by changes in atmospheric
conditions and future construction activities may alter the surface and subsurface drainage
characteristics of the site. With regard to the aforementioned, we recommend that the depth to
subsurface water be checked prior to and during construction. Any changes from the subsurface
conditions described in this report should be communicated to this office immediately so that a
review of the design recommendations can be made. Based upon short-term observations, it is
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not possible to accurately predict the magnitude of subsurface water fluctuations that might
occur. In addition, it is not uncommon to detect water seepage within the fractures of the soils
particularly after periods of heavy rainfall.
ANALYSIS AND RECOMMENDATIONS
Construction Consultation and Monitoring
We recommend that Geoscience be given an opportunity to review the final design drawings
and specifications to ensure that the recommendations provided in this report have been properly
interpreted. Wide variations in soil conditions are known to exist between the boring locations.
Furthermore, unanticipated variations in subsurface conditions may become evident during
construction. During the excavation and foundation phases of the project, we recommend that
a reputable Geotechnical Engineering firm be retained to provide construction surveillance
services in order to 1) observe compliance with the geotechnical design concepts, specifications,
and recommendations, and 2) observe subsurface conditions during construction to verify that
the subsurface conditions are as anticipated, based on the boring drilled for this investigation.
Soil Movement
The near surface soils encountered at this site exhibited Plasticity Indices ranging between 15 and
47. These soils should be considered as moderate to extremely highly expansive in nature. The
magnitude of the moisture induced vertical movement was calculated using the Department of
Transportation method in conjunction with current moisture content and using the laboratory data
from the results of swell tests performed on the selected samples.
Based on aforementioned methods the estimated moisture induced Potential vertical movement
(PVR) of the soils upon completion of final grade based on grading plan provided and the
Plasticity Index of reciving fill soils at 36 or less (subject to verification prior to placement), at the
location of the test borings drilled, is on the order of:
Table 1.1
Block Zone Average PVR (± inch)
D (Entire Block) D 1
B (Lots 1 to 9) C 2.5 to 3
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Block Zone Average PVR (± inch)
A (Entire Block)
B (Lots 10 to 15)
C (Lots 1 to 13)
F (Entire Block)
B 3 to 3.5 inches
C (Lots 14 to 21)
E (Entire Block)
G (Entire Block)
A 4.5 to 5 inches
In the event that the depth of the clay soils at other locations of the property is found to be greater
than the depth encountered in the test borings drilled, then the movement will be much higher.
Considerably more movement will occur in areas where water ponding is allowed to occur during
and/or after construction -or- tested and approved fill soils are planned for use. Changes to the
site grading plan may also increase or decrease the potential for movement.
The PVR can vary with prolonged wet or dry period as such we recommend that moisture content
for the upper 10 feet or to the top of the limestone, whichever comes first, of the soils below finished
grade within the building pad and PVR should be evaluated prior to the construction.
The client desired PVR is industry standard of approximately 4.5 inches, however, any additional
fill soils as planned must be moisture conditioned, in order to maintain the PVR of 4.5 inches or less.
Also, in areas where cut is required as per the grading plan, after removal of the natural soils to
achieve approximate finished grade elevation, the depth of clay soils should be re-evaluated and
if required, the subgrade soils should be moisture conditioned.
Based on the grading plan provided, the following depth of moisture conditioning is required:
Table 1.2
Block Zone Moisture Conditioning Depth
D (Entire Block) D
NOT REQURED
(To be verified post grading is
complete and prior to onset of
construction activity)
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Block Zone Moisture Conditioning Depth
B (Lots 1 to 9) C
NOT REQURED
(To be verified post grading is
complete and prior to onset of
construction activity)
A (Entire Block)
B (Lots 10 to 15)
C (Lots 1 to 13)
E (Lot 1)
F (Lots 1 to 5)
B 4 feet
C (Lots 14 to 21)
E (Lots 2 to 11)
F (Lot 6)
G (Entire Block)
A Minimum of 10 feet
We recommend that the subgrade soils should be reworked -or- additional soils should be moisture
conditioned as per the procedure outlined below.
• Rework/Moisture conditioning the subgrade or additional fill soils:
Remove the subgrade soils to the required depth as mentioned above in Table 1.2 or top of the
limestone, whichever is encountered first, below finished grade and stockpile -or- a minimum of
10 feet, in areas with significant fill soils required to achieve finished grade elevation.
Any fill greater than 10 feet should be placed in 8 inches loose lifts and compacted to a minimum
of 95 percent of maximum dry with moisture content between optimum and 4 points above
optimum.
It should be noted that all additional fill soils should have a Plasticity Index (PI) similar to that of
onsite soils and not higher than 36.
After excavation of the existing subgrade soils -or- prior to placement of additional fill soils, the
exposed surface area should be scarified to an additional 6 inches and compacted between 94
and 98 percent of maximum dry density with a minimum moisture content of 4 points above
optimum as per ASTM D- 698. Moisture verification is required to determine if additional excavation
is required.
The previously removed soils should be placed back in 6 to 8 inches loose lifts and mixed
thoroughly to form a homogenous consistent soil, it should be noted that no objectionable
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material or rock pieces greater than 3 inches in size should be present in the soils and must be
hand-picked and removed if encountered, and each lift should be compa cted to:
➢ 92 to 98 percent of the maximum dry density with the minimum moisture content of 4 points
of optimum for soils with proctor PI more than 30
➢ 94 to 98 percent of the maximum dry density with the minimum moisture content of 2 points
of optimum for soils with proctor PI between 20 and 30
➢ 95 and 100 percent of maximum dry density with a moisture content between optimum
and 3 points above optimum for proctor PI of less than 20
We recommend the improvements extend an additional 5 feet beyond the perimeter of the
building pad and all the areas sensitive to soil swell potential. Field density tests should be taken
at the rate of at least one test per each 2,500 square feet, per lift, in the area of all compacted
fill. For areas where hand tamping is required, the testing frequency should be increased to
approximately one test per lift, per 100 linear feet of area.
We recommend that during moisture conditioning the swell tests should be performed to ensure
that the percentage swell tested on the sample is less than 1%. During the improvement process
full-time testing will be required and a certification from the testing laboratory should be obtained
to ensure that the swell potential of the soil has been adequately reduced for the design of the
slab foundation.
Construction of the building slab should start shortly upon completion of the improvement process.
In the event the construction is delayed, then we recommend covering the moisture conditioned
pad with an impermeable moisture barrier and 6 inches of loose soils should be spread on top of
impermeable barrier until the time of construction to keep the moisture from evaporating.
FOUNDATION RECOMMENDATION
The foundation recommendations provided in the report are based on the soil information
obtained from the test boring drilled for this site. During construction if the soils at the other location
of building are found to be different than encountered at the location of the test boring then
additional drilling of the test borings will be required.
Slab-On-Grade Type Foundation
A slab-on-grade type foundation system is a feasible option for use at this site provided:
• All the loose soils, vegetation, debris, trees and tree roots (if any) are removed and
disposed of off-site.
• The building pad is prepared as per the procedure outlined in the report.
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• The risk of some post-construction movement is acceptable. Slab on grade type of
foundation system require periodic cosmetic repairs to building finishes.
• Additionally, there is a risk that the ground movements could be greater than anticipated
which could lead to the need for more extensive repairs. These circumstances are most
often associated with poor drainage around the slab perimeter, sub-slab plumbing leaks,
or trees or shrubs planted too close to the foundation. The potential for these movements,
risks associated with long-term performance of slab-on-grade foundations, and
owner/tenant maintenance responsibilities should be fully understood.
• Additional fill soil, if required, should consist of off-site select fill soils.
The slab may be a grid-type grade beam and slab reinforced with conventional rebars or post
tension strands. The foundation should be designed with exterior and interior grade beams
adequate to provide sufficient rigidity to the foundation system to sustain the vertical soil
movements expected at this site. The depth of the grade beam should be at least 2 feet and
width should be 10 inches. A net allowable soil bearing pressure of 1,500 psf for compacted and
tested fill soils or compacted and tested natural soils. The bottom of the beams should be free of
any loose or soft material prior to the placement of the concrete. All grade beams and floor slabs
should be adequately reinforced to minimize cracking as normal movements occur in the
foundation soils. Also, a moisture barrier of polyethylene sheeting or similar material should be
placed between the slab and the subgrade soils to retard moisture migration through the slab. It
should be understood by all parties that a soil-supported foundation system will experience
movement with time.
PTI PARAMETERS
Based on the soil conditions encountered at the location of the test b orings drilled for this study,
and, referring to the guide provided in the “Design and Construction of Post-Tensioned Slabs on
Ground,” (published by Post-Tensioning Institute (PTI), the structure can be supported on a
foundation system comprised of post-tensioned slab. The “VOLFLO” computer program was used
to estimate swell/shrinkage.
POST-TENSION PARAMETERS
Based on Zone A, moisture conditioned as described
(Post-Tensioning Institute Third Edition with 2008 Supplement Design)
Minimum Grade Beam Depth: 24 Inches Edge Moisture Variation Distance, em
Center Lift: 7.2 ft. Minimum Grade Beam Width: 10 Inches
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The soil parameters to be utilized for design are as follows:
Note 1 (Zone A): If the perimeter grade beams extend into the soil to provide an effective 30-inch
vertical barrier to moisture movement, center and edge lift associated with differential
swell/shrinkage become 1.6 and 1.1 inches, respectively.
POST-TENSION PARAMETERS
Based on Zone A, moisture conditioned as described
(Post-Tensioning Institute Third Edition with 2008 Supplement Design)
Edge Lift: 3.8 ft.
Differential Swell/shrinkage, ym
Swell (edge lift): 2.2 inch
Shrink (center lift): 1.5 inch Depth to Constant Soil Suction: Approximately 10-ft
Principal Clay Mineral: Montmorillonite Allowable bearing capacity of the
bottom of the grade beams:
Compacted and tested fill/natural
soils: 1,500 psf
Constant Suction Value:
Fabric factor
pF = 3.6
1
Thornthwaite Moisture Index: 3 Slab subgrade coefficient
Slab-on-sand bedding: 1.00
Slab-on-polyethylene over sand: 0.75
Estimated Total Settlement: Less than 1-in.
Estimated Moisture Velocity: 0.7 in/month
POST-TENSION PARAMETERS
Based on Zone B, moisture conditioned as described
(Post-Tensioning Institute Third Edition with 2008 Supplement Design)
Minimum Grade Beam Depth: 24 Inches Edge Moisture Variation Distance, em
Center Lift: 8.0 ft.
Edge Lift: 4.2 ft. Minimum Grade Beam Width: 10 Inches
Differential Swell/shrinkage, ym
Swell (edge lift): 2.1 inch
Shrink (center lift): 1.4 inch Depth to Constant Soil Suction: Approximately 10-ft
Principal Clay Mineral: Montmorillonite Allowable bearing capacity of the
bottom of the grade beams:
Compacted and tested fill/natural
soils: 1,500 psf
Constant Suction Value:
Fabric factor
pF = 3.6
1
Thornthwaite Moisture Index: 3 Slab subgrade coefficient
Slab-on-sand bedding: 1.00 Estimated Total Settlement: Less than 1-in.
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Note 2 (Zone B): If the perimeter grade beams extend into the soil to provide an effective 30-inch
vertical barrier to moisture movement, center and edge lift associated with differential
swell/shrinkage become 1.5 and 1.0 inches, respectively.
POST-TENSION PARAMETERS
Based on Zone B, moisture conditioned as described
(Post-Tensioning Institute Third Edition with 2008 Supplement Design)
Estimated Moisture Velocity: 0.7 in/month Slab-on-polyethylene over sand: 0.75
POST-TENSION PARAMETERS
Based on Zone C
(Post-Tensioning Institute Third Edition with 2008 Supplement Design)
Minimum Grade Beam Depth: 24 Inches Edge Moisture Variation Distance, em
Center Lift: 8.0 ft.
Edge Lift: 4.2 ft. Minimum Grade Beam Width: 10 Inches
Differential Swell/shrinkage, ym
Swell (edge lift): 2.0 inch
Shrink (center lift): 1.3 inch Depth to Constant Soil Suction: Approximately 10-ft
Principal Clay Mineral: Montmorillonite Allowable bearing capacity of the
bottom of the grade beams:
Compacted and tested fill/natural
soils: 1,500 psf
Constant Suction Value:
Fabric factor
pF = 3.6
1
Thornthwaite Moisture Index: 3 Slab subgrade coefficient
Slab-on-sand bedding: 1.00
Slab-on-polyethylene over sand: 0.75
Estimated Total Settlement: Less than 1-in.
Estimated Moisture Velocity: 0.7 in/month
POST-TENSION PARAMETERS
Based on Zone D
(Post-Tensioning Institute Third Edition with 2008 Supplement Design)
Minimum Grade Beam Depth: 24 Inches Edge Moisture Variation Distance, em
Center Lift: 9.0 ft.
Edge Lift: 4.6 ft. Minimum Grade Beam Width: 10 Inches
Differential Swell/shrinkage, ym
Swell (edge lift): 1.7 inch
Shrink (center lift): 1.2 inch Depth to Constant Soil Suction: Approximately 10-ft
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The PTI differential soil movements estimates do not account for site preparation and vegetative
influences, such as prior trees and residential landscaping, which can greatly influence foundation
performance. The actual performance of slab-on-grade foundations will largely depend on
actual soil moisture conditions, construction techniques, site preparation and landscaping. The
construction of post-tensioned slabs requires close attention to detail during construction. It should
also be noted that the trees will absorb the moisture from the soils underneath the foundation and
cause the foundation soils to shrink resulting in foundation distress. As such, we recommend a root
barrier be installed between the trees and the foundation to avoid any foundation distress in
future. The root barrier should be at least 4 feet deep, and all the roots encountered should be
cut. Corrugated roofing, commercial rubber roll or other such type materials should be used as a
root barrier material. Seams in the barrier material should be overlapped at least 18 inches. Some
roots may be deeper than the root barrier and may continue to negatively affect the foundation.
Building Pad Preparation
Prior to commencement of clearing and grading work, all the existing vegetation, debris (if any),
loose and fill soils should be removed until hard stratum is encountered. The areas where trees are
excavated should be widened and deepened until hard stratum is encountered.
In order to reduce the soil movement to the industry standard of approximately 4.5 inches, we
recommend that moisture conditioning be performed.
Also, in areas where cut is required as per the grading plan, after removal of the natural soils to
achieve approximate finished grade elevation, the depth of clay soils should be re-evaluated and
if required, the subgrade soils should be moisture conditioned.
Rework/moisture conditioning method is described in Soil Movement section of this report.
POST-TENSION PARAMETERS
Based on Zone D
(Post-Tensioning Institute Third Edition with 2008 Supplement Design)
Principal Clay Mineral: Montmorillonite Allowable bearing capacity of the
bottom of the grade beams:
Natural soils: 1,500 psf
Constant Suction Value:
Fabric factor
pF = 3.6
1
Thornthwaite Moisture Index: 3 Slab subgrade coefficient
Slab-on-sand bedding: 1.00
Slab-on-polyethylene over sand: 0.75
Estimated Total Settlement: Less than 1-in.
Estimated Moisture Velocity: 0.7 in/month
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Additional fill soils should consist of on-site soils with Plasticity Index (PI) similar to that of onsite soils
and not greater than 36 which should be placed as per the method described in Soil Movement
section of this report.
Select fill material can also be used for additional fill soils. Select Fill materials should be placed in
six (6) to eight (8)-inch loose lifts at moisture contents between optimum and 3 percentage points
above optimum. Each lift compacted to between 95 and 100 percent of the maximum dry density
as defined in ASTM D 698. Field density tests should be taken at the rate of one test per every 2,500
square feet per lift, or a minimum of 3 tests per lift in the area of all compacted fill. For areas where
hand tamping is required, the testing frequency should be increased to approximately one test
per lift, per 100 linear feet of area.
PAVEMENT RECOMMENDATION
The following Portland Cement concrete pavement design section is suitable for use at this site.
Minimum Thickness
(inches)
Street
Portland Cement Concrete 6
Lime Stabilized Subgrade Soils 6
Compacted Subgrade Soils 6
Prior to the placement of any fill in the pavement area, we recommend that all existing loose and
fill (if any) soils, debris and vegetation, trees and tree roots should be completely removed and
disposed of off-site until hard stratum is encountered. The disturbed areas should then be widened
and deepened until a hard stratum is encountered.
The exposed subgrade should then be proof rolled as per TxDot item 216 then scarified to a depth
of 6 inches water as required and compacted to 95 and 100 percent of maximum dry density as
defined by ASTM D 698 (Standard Proctor Test), at moisture content between optimum and 4
points above optimum.
The upper six inches of subgrade soils should then be stabilized with lime. We estimate
approximately 6 to 8 percent of hydrated lime (28 to 36 lbs/yard for 6-inch-thick-soil) will be
required to stabilize the subgrade soils (to reduce the plasticity index to 15 or less). It should be
noted that after the final grade is complete, the actual amount of lime required should be
calculated by lime series test in the laboratory.
Table 1.3
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The lime stabilized soils should be compacted to a minimum of 95 percent of maximum dry density
with the moisture content between optimum and 4 points above optimum. Field density tests
should be taken at the rate of one test per every 300 linear feet or 5,000 square feet whichever is
lesser per lift.
In the event after final grade, soils with PI of 15 or less are exposed then no lime stabilization to the
subgrade soils are required. Also, if the lime stabilization is not economically feasible then the
thickness of the concrete can be increased to an additional one inch or city standards should be
adopted.
Some differential movement in the pavement is anticipated over time due to the swel ling of the
subgrade clays at this site. The design of the concrete pavement should specify a minimum 28-
day concrete compressive strength of 4,000 psi for machine pour and 4,500 psi for the hand pour
for all the street pavement with 4 percent to 6 percent ent rained air. The concrete should be
placed within one and one-half hours of batching. During hot weather, the concrete placement
should follow ACI 311 Hot Weather concreting and in no case should the concrete temperature
be allowed to exceed 95ºF. To avoid excessive heat periods, consideration should be given to
limiting concrete placement to a time of day that will minimize large differences in the ambient
and concrete temperature.
Past experience indicates that pavements with sealed joints on 15 to 20-foot spacings, cut to a
depth of at least one-quarter of the pavement thickness, generally exhibit less uncontrolled post-
construction cracking than pavements with wider spacings. As a minimum, expansion joints should
be used wherever the pavement abut a structural element subject to a different magnitude of
movement, e.g., light poles, retaining walls, existing pavement, building walls, or manholes. After
construction, the construction and expansion joints should be inspected periodically and
resealed, if necessary. The pavement should be reinforced using at least No. 4 bars, 18 inches on
center for street or city specification should be used.
RETAINING WALL RECOMMENDATIONS
Lateral Earth Pressures
Recommended equivalent fluid pressures for the design of the retaining walls with level backfill
are presented in Table 1.4 below. Active equivalent earth pressures are recommended for
retaining walls where the top of the wall is free to deflect. At-rest equivalent fluid pressures are
recommended for retaining walls where the top of the wa ll is restrained from movement.
Equivalent fluid pressures are presented for drained conditions and a level wall backfill. The wall
backfill should extend at least 24 inches from the wall and on a one horizontal to one vertical back
slope behind the wall to develop the recommended earth pressures.
Proposed "Residential Development "
West of Bridgewood Drive & Mandy Lane
Fort Worth, Texas
GEOSCIENCE ENGINEERS, LLC.
Table 1.4
Equivalent Fluid Pressures for Level Backfill
Backfill material Active (Flexible) pcf At-rest (rigid) pcf
Drained Condition Drained Condition
On-site soils 55 70
Select fill 45 65
Granular backfill 35 56
Wall Backfill
Three types of material are recommended for retaining walls. These backfill types include:
1. On-Site Clay– On-site clay (PI less than 36)
2. Select Fill – Select fill should consist of sandy clay, silty sand, or clayey sand with a liquid limit
less than 38 and a plasticity index (PI) between 6 and 18.
3. Free-Draining Granular Fill (highly preferred) – Free-draining, granular fill includes sand, crushed
limestone, sand-gravel mixture, crushed concrete, or a sand-crushed stone mixture. The material
should have less than 5 percent passing the No. 200 sieve and less than 30 percent passing the
No. 40 sieve. The minus 40-sieve material should be non-plastic.
The wall backfill should extend at least 24 inches horizontally behind the heel of the retaining wall
and then at 1H: 1V slope to within 2 feet of the final grade. The upper 2 feet of the backfill soil
should consist of a compacted high plasticity clay cap having a PI of at least 35. The wall backfill
should be placed in maximum 8-inch lifts and uniformly compacted to at least 95 percent of the
standard Proctor maximum dry density (ASTM D 698). The moisture content for cohesive soil (PI >
of 35) should be between +1 and +5 percentage points above the optimum moisture content
(ASTM D 698). Granular fill should be placed at a moisture content which will allow t he desired
density to be achieved. Heavy compaction equipment should not be used directly against the
walls. Hand-operated equipment should be used within 4 feet of the walls.
Wall Backfill Settlement
It is anticipated that backfill that is properly comp acted using hand-operated equipment will
settle between ½ and 1 percent of the fill thickness. This settlement could result in uneven sidewalks
and pavements that are not connected to the walls. Areas that will not be covered with concrete
Proposed "Residential Development "
West of Bridgewood Drive & Mandy Lane
Fort Worth, Texas
GEOSCIENCE ENGINEERS, LLC.
should therefore be overbuilt and sloped down away from the wall to allow for backfill settlement.
In addition, sidewalks should slope down from the edge of the wall so that if settlement occurs the
sidewalks will not pond water next to the wall.
Wall Drainage System
The walls should have a wall backfill drainage system if a drained condition is assumed for design
to reduce the potential buildup of hydrostatic pressures against the walls. Weep holes can be
used for backfilling drainage for walls less than 5 feet high. One-cubic-foot of free-draining
aggregate is recommended behind each weep hole. The weep holes should be spaced no
greater than 10-foot on-center, with a minimum of two, 3-inch-diameter weep holes per wall. The
drainage aggregate should meet the graduation requirements for ASTM C 33 coarse concrete
aggregate No. 57. A filter fabric should be placed between the drainage material and the backfill
soils. The fabric is recommended to consist of Mirafi 140NL, Amoco 4545, or equivalent.
For walls greater than 5 feet high that are backfilled with select fill, a vertical granular drainage
layer, in conjunction with a bottom collection system is recommended. The vertical granular wall
drain should be at least 18 inches wide. A non-woven filter fabric should be placed between the
drainage material and wall backfill soils. If granular wall backfill is used, a vertical granular layer is
not required. However, a bottom collection system, as discussed below, is required with granular
wall backfill.
The bottom perimeter collection system should consist of a slotted or perforated drainpipe
surrounded with at least 6 inches of free-draining aggregate placed along the base of the wall.
The aggregate should be as coarse as or coarser than ASTM C 33 Size No. 57 or N o. 67 coarse
concrete aggregate, with no fines passing the No. 200 sieve. The perforations or slots in the
drainpipe should not allow the aggregate to migrate into the pipe.
A filter fabric should be placed around the drainpipe to help prevent the loss of the finer soil
fraction. The drainpipe should have sufficient strength to prevent collapse due to the overburden
pressures.
Wall Foundation
The structural loads can be supported by auger excavated, straight-sided, steel reinforced, cast-
in-place concrete piers. These piers should be founded at least 4 feet into the tan weathered
limestone. The dimensions of the piers can be determined based on a net allowable bearing
pressure of 14,000 psf and skin friction value of 2,500 psf in compression and tension. The skin friction
component should only be applied to the portion of the shaft located in the pier-bearing stratum
Proposed "Residential Development "
West of Bridgewood Drive & Mandy Lane
Fort Worth, Texas
GEOSCIENCE ENGINEERS, LLC.
below the recommended minimum penetration. Pier monitoring by GeoScience representatives
is required to verify that the piers are embedded within the right stratum.
Soil Induced Uplift Loads
The piers should be provided with enough steel reinforcement to resist the uplift pressures that will
be exhibited by the near surface soils. We recommend the uplift pressures be approximated on
the order of 1,600 pounds per square foot of shaft area over an average depth of 10 feet. To resist
the net tensile load, the shaft must contain sufficient continuous vertical reinforcement to the full
depth of the pier.
Foundation piers designed and constructed in accordance with the information provided in this
report will have a factor of safety in excess of 2.5 against shear type failure and will experience
minimal settlement (less than one inch).
Pier Installation
The construction of all piers should be observed by experienced geotechnical personnel during
construction to ensure compliance with design assumptions and to verify: (1) the bearing stratum;
(2) the minimum penetration; (3) the removal of all smear zones and cuttings; (4) that groundwater
seepage is correctly handled; and (5) that the shafts are vertical and within acceptable tolerance
levels. Our Firm is available to provide these services upon request.
Reinforcing steel and concrete should be placed immediately after the excavation has been
completed and observed. In no event should a pier excavation be allowed to remain open for
more than 8 hours.
Select Fill
"Select fill," as referred to in this report, should consist of clayey sands free of organic materials with
a Plasticity Index between 6 and 16, a Liquid Limit of 38 or less, and between 15 and 45 percent
passing a No. 200 sieve.
Flex Base
TxDOT 247 Grade 1 or 2 Type D
LANDSCAPING
Trees will remove water from the soil and, as a result, may cause the soil to shrink; therefore, in
areas where pavement is planned, trees should either:
a). not be planted closer than the mature tree height from the building.
b). have a controlled irrigation system, or
Proposed "Residential Development "
West of Bridgewood Drive & Mandy Lane
Fort Worth, Texas
GEOSCIENCE ENGINEERS, LLC.
c). be planted in containers.
Excess water ponding on or beside roadways, sidewalks and structural slabs may cause an
unacceptable heave to these structures. To reduce this potential heave, good surface drainage
should be established, and sprinkler systems should be designed and operated to minimize
saturation of soil adjacent to these structures. Sprinkler mains next to buildings are not
recommended.
Bedding soils for plants may collect and direct water underneath the buildings and pavements;
therefore, care should be taken to ensure that water entering the bedding soils drains away from
these structures. If positive drainage away from these structures cannot be achieved, an
impermeable synthetic membrane should be considered to reduce the risk of water migrating
beneath the buildings and pavements. An 18-inch-deep vertical water barrier along the
pavement edge fronting landscaped areas may be desirable to help prevent irrigation water
from having ready access to the soils beneath the pavement. Special attention should be given
to providing good drainage from plantings inside the building courtyards and planter boxes.
The completed landscaping should be carefully inspected to verify that plantings properly drain.
Soil in plantings may settle, which will tend to pond water, or plantings may block entrances to
surface drains. Therefore, maintaining positive drainage from landscape irrigation will be an
ongoing concern.
SITE GRADING and DRAINAGE
All grading should provide positive drainage away from the proposed structures and should
prevent water from collecting or discharging near the foundations. Water must not be permitted
to pond adjacent to the structures during or after construction. Surface drainage gradients should
be designed to divert surface water away from the buildings and edges of pavements and
towards suitable collection and discharge facilities. Unpaved areas and permeable surfaces
should be provided with steeper gradients than paved areas. Pavement drainage gradients
within 5 feet of buildings should be constructed with a minimum slope of 1/4 inch per foot to
prevent negative drainage gradients (ponding water conditions) from developing due to
differential upward pavement movements. Sidewalk drainage gradients should be along
maximum slopes allowed by local codes.
Roofs should be provided with gutters and downspouts to prevent the discharge of rainwater
directly onto the ground adjacent to the building foundations. Downspouts should not discharge
into any landscaped bed near the foundations. Downspouts should discharge directly into storm
drains or drainage swales, if possible. Roof downspouts and surface drain outlets should discharge
into erosion-resistant areas, such as paving or rock riprap. Recessed landscaped areas filled with
Proposed "Residential Development "
West of Bridgewood Drive & Mandy Lane
Fort Worth, Texas
GEOSCIENCE ENGINEERS, LLC.
pervious sandy loam or organic soil should not be used near the foundation. Landscaped beds
should be elevated above a compacted and well-graded clay surface. Sealed planters are
preferred. All trees should be a minimum of one-half their mature height away from the building
or pavement edges to reduce potential moisture losses. Water permitted to pond in planters,
open areas, or areas with unsealed joints next to structures can result in on-grade slab or
pavement movements, which exceed those indicated in this report.
Exterior sidewalks and pavements will be subject to some post construction movement as
indicated in this report. These potential movements should be considered during preparation of
the grading plan. Flat grades should be avoided. Where concrete pavement is used, joints should
be sealed to prevent the infiltration of water. Some post-construction movement of pavement
and flatwork may occur. Particular attention should be given to joints around the building. These
joints should be periodically inspected and resealed where necessary. It should be noted that due
to deeper depth of fill soils some settling of the fill soils may occur in future.
CLOSURE
It should be noted that some variations in soil and moisture conditions may exist between different
parts of the site. Statements in this report as to subsurface variations over given areas are intended
as estimations only, based upon the data obtained from specific boring locations.
The results, conclusions, and recommendations contained in this report are directed at, and
intended to be utilized within the scope of work outlined in this report. The report is not intended
for use in any other manner. Geoscience Engineers, LLC., makes no claim or representation
concerning any activity or condition falling outside the specified purposes for which this report is
directed; said purposes being specifically limited to the scope of work as defined herein. Inquiries
regarding the scope of work, activities and/or conditions not specifically outlined herein should
be directed to Geoscience Engineers, LLC.
Proposed "Residential Development "
West of Bridgewood Drive & Mandy Lane
Fort Worth, Texas
GEOSCIENCE ENGINEERS, LLC.
ILLUSTRATIONS
Proposed "Residential Development "
West of Bridgewood Drive & Mandy Lane
Fort Worth, Texas
GEOSCIENCE ENGINEERS, LLC. - 24 -
Approximate Boring Location
Project No.: 23-DG3792
BORING LOCATION PLAN
Proposed “Residential Development"
West of Bridgewood Drive & Mandy Lane
Fort Worth, Texas
Plate A
B-1
B-2
B-3
B-4
B-5
B-6
B-7
B-8
B-9
B-10
B-11
B-12
B-13
B-14
B-15
B-16
B-17
B-19
B-18
0
5
10
15
20
25
30
P4.5+
P4.5+
P4.5+
T100/
4.2"
T100/
4.0"
T100/
3.8"
7.0
20.0
Brown and tan SANDY CLAY/CLAY (CL/CH) with
limestone fragments
-brown below 3'
Tan weathered LIMESTONE with calcareous clay
seams
12
14
17
13
14
10
42
48
18
20
24
28
108 59
LOG OF BORING NO. B-1
Proposed "Residential Development"
W of Bridgewood Dr & Mandy Ln intersection
Fort Worth, Texas
Project No. 23-DG3792
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:06/13/2023
Completion Depth:20
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 1Geoscience Engineering & Testing
0
5
10
15
20
25
30
P4.5+
P4.5
P4.25
P4.5
T100/
4.5"
T100/
4.0"
T100/
3.8"
3.0
9.0
20.0
Brown and tan SANDY CLAY/CLAY (CL/CH) with
limestone fragments
Tan CALCAREOUS CLAY (CH) with limestone
fragments and occasional shaly clay seams
Tan weathered LIMESTONE with calcareous clay
seams
8
20
16
17
14
11
59
54
23
21
36
33
LOG OF BORING NO. B-2
Proposed "Residential Development"
W of Bridgewood Dr & Mandy Ln intersection
Fort Worth, Texas
Project No. 23-DG3792
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:06/13/2023
Completion Depth:20
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 2Geoscience Engineering & Testing
0
5
10
15
20
25
30
P4.5
P4.5+
P4.5+
T100/
4.3"
T100/
4.0"
T100/
2.0"
7.0
17.0
20.0
Tan and brown CLAY (CH) with limestone fragments
-brown below 4.5'
Tan weathered LIMESTONE with calcareous clay
seams
Gray limestone
11
10
13
15
12
11
58 22 36 112 74
LOG OF BORING NO. B-3
Proposed "Residential Development"
W of Bridgewood Dr & Mandy Ln intersection
Fort Worth, Texas
Project No. 23-DG3792
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:06/13/2023
Completion Depth:20
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 3Geoscience Engineering & Testing
0
5
10
15
20
25
30
P4.5+
P4.5+
P4.5
T100/
4.0"
T100/
4.0"
T100/
1.8"
9.0
17.0
20.0
Tan and brown SANDY CLAY/CLAY (CL/CH) with
limestone fragments
-brown below 4.5'
Tan weathered LIMESTONE with calcareous clay
seams
Gray limestone
10
15
12
12
14
9
32
45
17
18
15
27
LOG OF BORING NO. B-4
Proposed "Residential Development"
W of Bridgewood Dr & Mandy Ln intersection
Fort Worth, Texas
Project No. 23-DG3792
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:06/13/2023
Completion Depth:20
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 4Geoscience Engineering & Testing
0
5
10
15
20
25
30
P4.5+
P4.5+
T100/
3.7"
T100/
7.5"
T100/
1.8"
7.0
16.0
20.0
Tan and brown SANDY CLAY/CLAY (CL/CH) with
limestone fragments
Tan weathered LIMESTONE with calcareous clay
seams
-increase in calcareous clay seams below 13'
Gray limestone
7
16
16
8
13
8
30
47
15
19
15
28 53
LOG OF BORING NO. B-5
Proposed "Residential Development"
W of Bridgewood Dr & Mandy Ln intersection
Fort Worth, Texas
Project No. 23-DG3792
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:06/13/2023
Completion Depth:20
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 5Geoscience Engineering & Testing
0
5
10
15
20
25
30
P4.5+
P4.5+
T100/
3.8"
T100/
3.7"
T100/
1.5"
9.0
18.0
20.0
Brown and tan CLAY (CH) with limestone fragments
Tan weathered LIMESTONE with calcareous clay
seams
Gray limestone
11
12
14
8
10
6
46 18 28
LOG OF BORING NO. B-6
Proposed "Residential Development"
W of Bridgewood Dr & Mandy Ln intersection
Fort Worth, Texas
Project No. 23-DG3792
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:06/13/2023
Completion Depth:20
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 6Geoscience Engineering & Testing
0
5
10
15
20
25
30
P4.5+
P4.5+
P4.5+
T100/
4.2"
T100/
2.0"
T100/
1.5"
8.0
13.0
20.0
Brown CLAY (CH) with limestone fragments
Tan weathered LIMESTONE with calcareous clay
seams
Gray limestone
12
13
15
13
8
6
72 25 47 84
LOG OF BORING NO. B-7
Proposed "Residential Development"
W of Bridgewood Dr & Mandy Ln intersection
Fort Worth, Texas
Project No. 23-DG3792
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:06/13/2023
Completion Depth:20
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 7Geoscience Engineering & Testing
0
5
10
15
20
25
30
P4.5
P4.5
P4.5
T100/
3.7"
T100/
1.7"
T100/
1.5"
8.0
13.0
20.0
Brown and tan CLAY (CH) with limestone fragments
-dark brown below 3'
Tan weathered LIMESTONE with calcareous clay
seams
Gray limestone
9
14
14
9
5
6
56 21 35
108 69
LOG OF BORING NO. B-8
Proposed "Residential Development"
W of Bridgewood Dr & Mandy Ln intersection
Fort Worth, Texas
Project No. 23-DG3792
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:06/13/2023
Completion Depth:20
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 8Geoscience Engineering & Testing
0
5
10
15
20
25
30
P4.5
P4.5
P4.5+
T100/
4.3"
T100/
4.0"
T100/
3.7"
4.0
8.0
20.0
Brown CLAY (CH) with limestone fragments
-brown and tan below 3'
Tan CALCAREOUS CLAY (CL) with limestone
fragments
Tan weathered LIMESTONE with calcareous clay
seams
15
16
8
15
15
9
52 20 32 63
LOG OF BORING NO. B-9
Proposed "Residential Development"
W of Bridgewood Dr & Mandy Ln intersection
Fort Worth, Texas
Project No. 23-DG3792
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:06/14/2023
Completion Depth:20
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 9Geoscience Engineering & Testing
0
5
10
15
20
25
30
P3.75
P4.5+
P4.5
T100/
4.2"
T100/
4.0"
T100/
3.7"
7.0
20.0
Brown SANDY CLAY (CL) with limestone fragments
-brown and tan below 4.5'
Tan weathered LIMESTONE with calcareous clay
seams
6
13
13
14
12
12
30
46
15
18
15
28
LOG OF BORING NO. B-10
Proposed "Residential Development"
W of Bridgewood Dr & Mandy Ln intersection
Fort Worth, Texas
Project No. 23-DG3792
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:06/14/2023
Completion Depth:20
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 10Geoscience Engineering & Testing
0
5
10
15
20
25
30
P4.5+
P4.5+
P4.5+
T100/
4.5"
T100/
3.8"
T100/
2.0"
4.0
8.0
18.0
20.0
Brown and tan SANDY CLAY (CL) with limestone
fragments
Tan CALCAREOUS CLAY (CL) with limestone
fragments
Tan weathered LIMESTONE with calcareous clay
seams
Gray LIMESTONE
14
9
13
18
13
12
35 15 20
LOG OF BORING NO. B-11
Proposed "Residential Development"
W of Bridgewood Dr & Mandy Ln intersection
Fort Worth, Texas
Project No. 23-DG3792
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:06/14/2023
Completion Depth:20
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 11Geoscience Engineering & Testing
0
5
10
15
20
25
30
P4.5+
P4.5+
P4.5
T100/
5.0"
T100/
4.3"
T100/
4.0"
3.0
5.0
20.0
Tannish brown SANDY CLAY (CL) with calcareous
nodules
Tan CALCAREOUS CLAY (CL) with limestone
fragments
Tan weathered LIMESTONE with clay shale seams
12
16
15
16
14
16
33 15 18
109 3.3 60
LOG OF BORING NO. B-12
Proposed "Residential Development"
W of Bridgewood Dr & Mandy Ln intersection
Fort Worth, Texas
Project No. 23-DG3792
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:06/12/2023
Completion Depth:20
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 12Geoscience Engineering & Testing
0
5
10
15
20
25
30
P4.5+
P4.5+
T100/
4.0"
T100/
3.8"
T100/
1.5"
5.0
16.0
20.0
Gray CLAY (CH)
Tan weathered LIMESTONE with calcareous clay
seams
Gray LIMESTONE
13
13
8
10
10
8
45 18 27
LOG OF BORING NO. B-13
Proposed "Residential Development"
W of Bridgewood Dr & Mandy Ln intersection
Fort Worth, Texas
Project No. 23-DG3792
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:06/13/2023
Completion Depth:20
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 13Geoscience Engineering & Testing
0
5
10
15
20
25
30
P4.5+
P4.5+
P4.5
T100/
4.0"
T100/
1.8"
T100/
1.5"
4.0
8.0
11.0
20.0
Dark brown, gray CLAY (CH)
Tan CALCAREOUS CLAY (CL) with limestone
fragments
Tan weathered LIMESTONE with calcareous clay
seams
Gray SHALY LIMESTONE
12
15
17
10
7
7
45 18 27 103 2.8 54
LOG OF BORING NO. B-14
Proposed "Residential Development"
W of Bridgewood Dr & Mandy Ln intersection
Fort Worth, Texas
Project No. 23-DG3792
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:06/12/2023
Completion Depth:20
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 14Geoscience Engineering & Testing
0
5
10
15
20
25
30
P4.5+
P4.5+
T100/
4.0"
T100/
4.0"
T100/
1.8"
T100/
1.5"
3.0
13.0
20.0
Dark brown, gray CLAY (CH)
Tan weathered LIMESTONE with calcareous clay
seams
Gray LIMESTONE
14
12
10
11
7
7
52 20 32 56
LOG OF BORING NO. B-15
Proposed "Residential Development"
W of Bridgewood Dr & Mandy Ln intersection
Fort Worth, Texas
Project No. 23-DG3792
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:06/12/2023
Completion Depth:20
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 15Geoscience Engineering & Testing
0
5
10
15
20
25
30
P4.5+
P4.5+
T100/
4.0"
T100/
2.0"
T100/
1.5"
4.0
12.0
20.0
Brown CLAY (CH)
Tan weathered LIMESTONE with clay shale seams
Gray SHALY LIMESTONE
10
15
8
10
8
7
45 18 27 107 61
LOG OF BORING NO. B-16
Proposed "Residential Development"
W of Bridgewood Dr & Mandy Ln intersection
Fort Worth, Texas
Project No. 23-DG3792
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:06/12/2023
Completion Depth:20
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 16Geoscience Engineering & Testing
0
5
10
15
20
25
30
P4.5+
P4.5+
T100/
3.8"
T100/
4.0"
T100/
2.0"
T100/
1.5"
1.5
4.0
14.0
20.0
Tannish brown, brown CLAY (CH)
Tan CALCAREOUS CLAY (CL) with shaly clay seams
Tan weathered LIMESTONE with calcareous clay
seams
Gray LIMESTONE
12
11
8
11
10
7
45 18 27
115 56
LOG OF BORING NO. B-17
Proposed "Residential Development"
W of Bridgewood Dr & Mandy Ln intersection
Fort Worth, Texas
Project No. 23-DG3792
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:06/13/2023
Completion Depth:20
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 17Geoscience Engineering & Testing
0
5
10
15
20
25
30
T100/
4.0"
T100/
2.0"
T100/
2.0"
8.0
15.0
Tan weathered LIMESTONE with calcareous clay
seams
Gray LIMESTONE
11
10
8
8
LOG OF BORING NO. B-18
Proposed "Residential Development"
W of Bridgewood Dr & Mandy Ln intersection
Fort Worth, Texas
Project No. 23-DG3792
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:06/13/2023
Completion Depth:15
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 18Geoscience Engineering & Testing
0
5
10
15
20
25
30
T100/
3.7"
T100/
2.0"
T100/
2.0"
7.0
15.0
Tan weathered LIMESTONE with calcareous clay
seams
Gray LIMESTONE
7
9
9
8
LOG OF BORING NO. B-19
Proposed "Residential Development"
W of Bridgewood Dr & Mandy Ln intersection
Fort Worth, Texas
Project No. 23-DG3792
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:06/13/2023
Completion Depth:15
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 19Geoscience Engineering & Testing
Proposed "Residential Development "
West of Bridgewood Drive & Mandy Lane
Fort Worth, Texas
GEOSCIENCE ENGINEERS, LLC.
Proposed "Residential Development"
West of Bridgewood Drive & Mandy Lane
Fort Worth, Texas
SUMMARY OF FREE SWELL TESTS
Boring Number B-3 B-5 B-9 B-13
Sample Depth (ft.) 4.5 - 6 3 -4.5 1.5 - 3 3 – 4.5
Initial Moisture Content (%) 13 16 16 13
Final Moisture Content (%) 17 20 22 18
Applied Surcharge Pressure (psf) 656 469 281 469
Vertical Swell (%) 5.2 2.9 3.3 7
Liquid Limit 58 47 52 45
Plastic Limit 22 19 20 18
Plasticity Index 36 28 32 27
Proposed "Residential Development "
West of Bridgewood Drive & Mandy Lane
Fort Worth, Texas
GEOSCIENCE ENGINEERS, LLC.
SITE GEOLOGY
Proposed "Residential Development "
West of Bridgewood Drive & Mandy Lane
Fort Worth, Texas
GEOSCIENCE ENGINEERS, LLC.
PVR ZONE MAP
Block Zone Marking Average PVR
(approximately)
D (Entire Block) D One inch or less (exposed
limestone)
B (Lots 1 to 9) C 2.5 to 3 inches
A (Entire Block)
B (Lots 10 to 15)
C (Lots 1 to 13)
F (Entire Block)
B
3 to 3.5 inches
C (Lots 14 to 21)
E (Entire Block)
G (Entire Block)
A 4.5 to 5 inches
Proposed "Residential Development "
West of Bridgewood Drive & Mandy Lane
Fort Worth, Texas
GEOSCIENCE ENGINEERS, LLC.
MINIMUM/MAXIMUM CUT/FILL DATA PER LOT
Proposed "Residential Development "
West of Bridgewood Drive & Mandy Lane
Fort Worth, Texas
GEOSCIENCE ENGINEERS, LLC.
Proposed "Residential Development "
West of Bridgewood Drive & Mandy Lane
Fort Worth, Texas
GEOSCIENCE ENGINEERS, LLC.
Proposed "Residential Development "
West of Bridgewood Drive & Mandy Lane
Fort Worth, Texas
GEOSCIENCE ENGINEERS, LLC.
GR-01 60 00 Product Requirements
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH WATER, SEWER, PAVING, DRAINAGE, & STREETLiGHT
STANDARD CONSTRUCTION SPECIFiCATiONDOCUMENTS IMPROVEMENTS TO SERVE NOBLE HILL VILLAGE ADDITI
Revised July l, 2011
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 NF 1274 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 (Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia.
12/05/23 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 4267WT - Hinged (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
12/05/23 33 39 10 Manhole, Precast Concrete The Turner Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72"
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"
09/03/24 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc.
Manhole, 32" Opening and Flat top, (No
Transition Cones) ASTM C 478 48" to 84" I.D.
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 Geneva Pipe and Precast (Predl Systems) 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas
03/07/23 33 39 20 Manhole, Precast Concrete AmeriTex Pipe and Products, LLC 48" & 60" I.D. Manhole w/32" Cone
ASTM C-478; ASTM C-923;
ASTM C-443
03/07/23 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete P3 Polymers, RockHardscp 48" & 60" I.D. Manhole w/32" Cone
04/28/07 Manhole, Precast (Reinforced Polymer) Concrete Amitech USA Meyer Polycrete Pipe
Sewer -(WAC) Wastewater Access Chamber 33 39 40
12/29/23 33 39 20 Wastewater Access Chamber Quickstream Solutions, Inc. Type 8 Maintenace Shaft (Poopit)
For use when Std. MH cannot be
installed due to depth
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) Triplex Lining System MH repair product to stop infiltration ASTM D5813
08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST Updated: 6-18-25
* 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 Updated: 6-18-25
Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious
05/20/96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D639/D790
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
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
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 Casing 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
09/03/24 33 05 13 Casing Spacers Raci (Completely HDPE)
Per Manufacturers Requirements (Sewer
Applications Only)8" - 12" (Sewer Only)
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/ 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 33 31 13 Glass-Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pipe (Flowtite) ASTM D3262/D3754
03/07/23 33 31 13 Fiberglass Pipe (FRP) Future Pipe Industries Fiberstrong FRP
ASTM D3262, ASTM D3681,
ASTM D4161, AWWA M45
09/03/24 33 31 13 Fiberglass Pipe (FRP) Superlit Boru Sanayi A.S. Superlit FRP
ASTM D3262, ASTM D3517,
ASTM 3754, AWWA C950
* 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 Updated: 6-18-25
Sewer - Pipe/Polymer Pipe
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"
Sewer - Pipes/PVC* 33-31-20 (7/1/13)
* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle) SDR-26 (PS115) ASTM D 3034 4" - 15"
12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 (PS115)
ASTM D 3034 4" thru 15"
* 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe SDR-26 (PS115)
ASTM D 3034 4" thru 15"
12/05/23 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe SDR-26 (PS115) ASTM D3034 4" thru 15"
12/05/23 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer PS 115 ASTM F 679 18"
* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (JM Eagle) PS 115 ASTM F 679 18" - 28"
05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation PS 115 ASTM F-679 18" to 48"
04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 (PS 115) 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 26 (PS 115) 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 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 PS 115 ASTM F-679 18"- 36"
* 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 Updated: 6-18-25
Water - Appurtenances 33-12-10 (07/01/13)
09/03/24 33-12-10 Double Strap Saddle Ford Meter Box Co., Inc. 202B 1"-2" SVC, up to 16" Pipe
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
03/07/23 33-12-10 Double Strap Service Saddle Powerseal 3450AS, Incl. Corp. Stop, Dbl Strap, Stainless NSF ANSI 372 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)
None
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 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 American Flow Control (AFC) Waterous Pacer WB67 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"
* 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 Updated: 6-18-25
Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)
12/05/23 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14
AWWA C900, AWWA C605,
ASTM D1784 4"-16"
12/05/23 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR18
AWWA C900, AWWA C605,
ASTM D1784 16"-18"
09/03/24 33-11-12 PVC Pressure Pipe Northern Pipe Products DR14
AWWA C900, AWWA C605,
ASTM D1784 4"-16"
09/03/24 33-11-12 PVC Pressure Pipe Northern Pipe Products DR18
AWWA C900, AWWA C605,
ASTM D1784 16"-18"
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"
04/07/69 Interior Restrained Joint System Hultec Hydrogrip-R
ASTM D395, D412, D471, D573,
D883, D1149, D1229, D1349,
D1414, D1415, D1566, F913
4'-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 5
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST Updated: 6-18-25
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, 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"
09/03/24 33 12 21 Rubber Seated Butterfly Valve American AVK Company AWWA C504 Butterfly Valve Class 250B AWWA C-504 24" - 48"
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
03/07/23 33 12 50 Water Sampling Station Kupferle Foundry Company Eclipse, Number 88 , 12-inch Depth of Bury As shown in spec. 33 12 50
09/02/24 33 12 50 Water Sampling Station Mueller Water Products, Inc.Model BSS01-36-MUDG2-CSD-NL, Freeze
Proof, Hasp for Locking Access Hatch
This product removed
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)
Yellow Highlight indicates recent changes
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
* From Original Standard Products List 6
!!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!!
Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec
Concrete
Class A (Sidewalk, ADA Ramps, Driveways, Curb/Gutter, Median Pavement)
1/14/2026 32 13 13 Mix Design AM Corp 1071 3600 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design American Concrete Company 30CAF029 3000 psi 3-5" Slump; 3-6% Air
4/3/2025 32 13 20 Mix Design Big Town Concrete 2211 3000 psi 3-5" Slump; 3-6% Air
7/16/2025 32 13 20 Mix Design Big Town Concrete 22113 With 30% Slag 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Burnco Texas 30U101AG 3000 psi 3-5" Slump; 3-6% Air
4/1/2024 32 13 20 Mix Design Burnco Texas 30U500BG 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Carder Concrete FWCC502001 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Carder Concrete FWCC502021 3500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Chisholm Trail Redi Mix C13020AE 3000 psi 3-5" Slump; 4.5-7.5% Air
4/28/2025 32 13 20 Mix Design Chisholm Trail Redi Mix CT6020A 3600 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design City Concrete Company 30HA20II 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Cow Town Redi Mix 253-W 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Cow Town Redi Mix 250 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Cow Town Redi Mix 350 3000 psi 3-5" Slump; 3-6% Air
1/29/2024 32 13 20 Mix Design Estrada Ready Mix R3050AEWR 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Amrize/ Holcim 1261 3000 psi 3-5" Slump; 3-6% Air
9/23/2024 32 13 20 Mix Design Amrize/ Holcim 5177 3000 psi 3-5" Slump; 3-6% Air
5/8/2025 32 13 20 Mix Design Amrize/ Holcim 530WA-T1 3000 psi 3-5" Slump; 3-6% Air
4/7/2023 32 13 20 Mix Design Liquid Stone C301D 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Martin Marietta R2136214 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Martin Marietta R2136014 3000 psi 3-5" Slump; 3-6% Air
4/1/2023 32 13 20 Mix Design Martin Marietta R2136N14 3000 psi 3-5" Slump; 3-6% Air
6/1/2023 32 13 20 Mix Design Martin Marietta R2136R20 3000 psi 3-5" Slump; 3-6% Air
6/1/2023 32 13 20 Mix Design Martin Marietta R2136N20 3000 psi 3-5" Slump; 3-6% Air
11/2/2022 32 13 20 Mix Design Martin Marietta R2141K24 4000 psi 3-5" Slump; 3-6% Air
4/7/2023 32 13 20 Mix Design Martin Marietta R2136K14 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Martin Marietta R2131314 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Martin Marietta R2132214 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Martin Marietta D9490SC 3000 psi 3-5" Slump; 4.5-7.5% Air
5/9/2025 32 13 20 Mix Design Martin Marietta R2136R14 3000 psi 3-5" Slump; 3-6% Air
10/4/2023 32 13 20 Mix Design NBR Ready Mix CLS A-YY 3000 psi 3-5" Slump; 3-6% Air
10/4/2023 32 13 20 Mix Design NBR Ready Mix CLS A-NY 3000 psi 3-5" Slump; 3-6% Air
7/10/2023 32 13 20 Mix Design Osburn 30A50MR 3000 psi 3-5" Slump; 3-6% Air
1/18/2023 32 13 20 Mix Design Rapid Redi Mix RRM5020A 3000 psi 3-5" Slump; 3-6% Air
1/24/2023 32 13 20 Mix Design Rapid Redi Mix RRM5525A 3600 psi 3-5" Slump; 3-6% Air
12/22/2025 32 13 20 Mix Design Rapid Redi Mix 3250AL With 50% Slag 3000 psi 3-5" Slump; 3-6% Air
10/24/2024 32 13 20 Mix Design SRM Concrete 30850 With 20% Fly Ash 3000 psi 3-5" Slump; 3-6% Air
10/24/2024 32 13 20 Mix Design SRM Concrete 30350 3000 psi 3-5" Slump; 3-6% Air
10/18/2024 32 13 20 Mix Design SRM Concrete 30050 With 20% Fly Ash 3000 psi 3-5" Slump; 3-6% Air
1/9/2026 32 13 20 Mix Design SRM Concrete 36822 With 20% Fly Ash 3600 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Tarrant Concrete FW5025A 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Tarrant Concrete CP5020A 3000 psi 3-5" Slump; 3-6% Air
10/10/2022 32 13 20 Mix Design Tarrant Concrete TCFW5020A 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Tarrant Concrete FW5525A2 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Titan Ready Mix 3020AE 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design True Grit Redi Mix 0250.230 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design True Grit Redi Mix 0250.2301 3000 psi 3-5" Slump; 3-6% Air
11/17/2025 32 13 20 Mix Design True Grit Redi Mix 450.230 With 30% Slag 3000 psi 3-5" Slump; 3-6% Air
Class CIP (Inlets, Manholes, Junction Boxes, Encasement, Blocking, Collars, (Spread Footing Pedestal Pole Foundations —Reference Detail 34 41 10-D605A))
9/9/2022 32 13 13 Mix Design American Concrete Company 40CNF065 4000 psi 3-5" Slump; 0-3% Air
9/9/2022 32 13 13 Mix Design Burnco Texas 40U500BG 4000 psi 3-5" Slump; 3-6% Air
8/21/2025 33 13 13 Mix Design Burnco Texas 36U500BG 1" 20% MRWR AIR (Lighting and Signal Footing Foundation)3600 psi 3-5" Slump; 3-6% Air
4/28/2025 34 13 13 Mix Design Chisholm Trail Redi Mix CT6020A 3600 psi 3-5" Slump; 3-6% Air
4/28/2025 35 13 13 Mix Design Chisholm Trail Redi Mix CTFW5520A 3600 psi 3-5" Slump; 3-6% Air
4/28/2025 36 13 13 Mix Design Chisholm Trail Redi Mix CTFW6020A 4000 psi 3-5" Slump; 3-6% Air
8/4/2025 37 13 13 Mix Design Chisholm Trail Redi Mix CTFW5020A 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 255-2 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 355 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 255 3500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 270 5000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 370 5000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 353 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 257 3600 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 357 3600 psi 3-5" Slump; 3-6% Air
5/7/2025 32 13 13 Mix Design Cow Town Redi Mix 265-42 4200 psi 3-5" Slump; 3-6% Air
2/7/2025 32 13 13 Mix Design Amrize/ Holcim 1701 4000 psi 3-5" Slump; 3-6% Air
2/7/2025 32 13 13 Mix Design Amrize/ Holcim 1551 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Amrize/ Holcim 5409 4000 psi 3-5" Slump; 3-6% Air
8/14/2025 32 13 13 Mix Design Amrize/ Holcim 540WA-T1 With 20% Fly Ash and 30% Slag 4000 psi 3-5" Slump; 3-6% Air
4/27/2023 32 13 13 Mix Design Liquid Stone C361DNFA 3600 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Martin Marietta R2141230 4000 psi 3-5" Slump; 3-6% Air
8/4/2023 32 13 13 Mix Design Martin Marietta R2141R24 4000 psi 3-5" Slump; 3-6% Air
11/20/2023 32 13 13 Mix Design Martin Marietta R2146R33 4000 psi 3-5" Slump; 3-6% Air
11/20/2023 32 13 13 Mix Design Martin Marietta R2146K33 4000 psi 3-5" Slump; 3-6% Air
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 01/30/2026
Page 1 of 6
!!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!!
Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 01/30/2026
9/9/2022 32 13 13 Mix Design Martin Marietta R2142233 3600 psi 3-5" Slump; 4.5-7.5% Air
9/9/2022 32 13 13 Mix Design Martin Marietta R2136224 3600 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Martin Marietta R2141233 3600 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Martin Marietta R2146038 4500 psi 3-5" Slump; 3-6% Air
10/24/2024 32 13 13 Mix Design Martin Marietta R2146K34 4000 psi 3-5" Slump; 3-6% Air
5/5/2025 32 13 13 Mix Design Martin Marietta R2146R35 4000 psi 3-5" Slump; 3-6% Air
5/5/2025 33 13 13 Mix Design Martin Marietta R2146K35 4000 psi 3-5" Slump; 3-6% Air
5/5/2025 33 13 13 Mix Design Martin Marietta R2146N33 4000 psi 3-5" Slump; 3-6% Air
9/12/2023 32 13 13 Mix Design NBR Ready Mix CLS P1-YY 4000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design NBR Ready Mix TX C-YY 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design NBR Ready Mix TX C-NY 3000 psi 3-5" Slump; 3-6% Air
1/18/2023 32 13 13 Mix Design Rapid Redi Mix RRM5320A 3000 psi 3-5" Slump; 3-6% Air
1/18/2023 32 13 13 Mix Design Rapid Redi Mix RRM6020ASS 4000 psi 3-5" Slump; 3-6% Air
10/24/2024 32 13 13 Mix Design SRM Concrete 40350 4000 psi 3-5" Slump; 3-6% Air
10/24/2024 32 13 13 Mix Design SRM Concrete 40850 4000 psi 3-5" Slump; 3-6% Air
9/16/2024 32 13 13 Mix Design SRM Concrete 35050 3500 psi 3-5" Slump; 3-6% Air
4/28/2025 32 13 13 Mix Design SRM Concrete 36850 3600 psi 3-5" Slump; 3-6% Air
11/24/2025 03 30 00 Mix Design SRM Concrete 45852 4500 psi 3-5" Slump; 4.5-7.5% Air
9/9/2022 32 13 13 Mix Design Tarrant Concrete FW5320A 3000 psi 3-5" Slump; 3-6% Air
10/10/2022 32 13 13 Mix Design Tarrant Concrete TCFW6025A2 4000 psi 3-5" Slump; 3-6% Air
Class C (Drilled Shaft for Traffic Signal Pole Foundations Reference Detail 31 41 10-D605)
8/21/2025 32 13 13 Mix Design Burnco Texas 40U502BG 1" 20% HRWR AIR 3600 psi 6-8" Slump; 3-6% Air
6/21/2023 32 13 13 Mix Design Cow Town Redi Mix 360-DS 3600 psi 5.5-7.5" Slump; 3-6% Air
10/30/2024 32 13 13 Mix Design Estrada Ready Mix R36575AEWR 3600 psi 5.5-7.5" Slump; 3-6% Air
9/11/2025 32 13 13 Mix Design Gonzalez Brothers P6020LA 3600 psi 5.5-7.5" Slump; 3-6% Air
12/5/2022 32 13 13 Mix Design Amrize/ Holcim 1822 3600 psi 5.5-7.5" Slump; 0-3% Air
9/9/2022 32 13 13 Mix Design Amrize/ Holcim 1859 4000 psi 5.5-7.5" Slump; 3-6% Air
1/14/2026 32 13 13 Mix Design City Concrete Company 36LA20II-MR With 20% Fly Ash 3600 psi 5.5-7.5" Slump; 3% Air
4/7/2023 32 13 13 Mix Design Liquid Stone C361DHR 3600 psi 5.5-7.5" Slump; 3-6% Air
6/27/2023 32 13 13 Mix Design Martin Marietta U2146N41 3600 psi 5-7" Slump; 3-6% Air
6/27/2023 32 13 13 Mix Design Martin Marietta U2146K45 3600 psi 5-7" Slump; 3-6% Air
5/9/2025 32 13 13 Mix Design Martin Marietta U2146R41 3600 psi 5-7" Slump; 3-6% Air
8/22/2024 32 13 13 Mix Design NBR Ready Mix 135K2524 3600 psi 5.5" Slump; 3-6% Air
8/22/2024 32 13 13 Mix Design NBR Ready Mix 135K0524 3600 psi 5.5" Slump; 3-6% Air
Class C (Headwalls, Wing walls, Culverts)
9/9/2022 32 13 13 Mix Design Carder Concrete FWCC602001 4000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design City Concrete Company 40LA2011 4000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260-2 3600 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 360-1 3600 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260-1 3600 psi 3-5" Slump; 3-6% Air
8/11/2025 32 13 13 Mix Design Cow Town Redi Mix 275 With 20% Fly Ash 5000 psi 4-6" Slump: 3-6% Air
8/11/2025 32 13 13 Mix Design Cow Town Redi Mix 375 5000 psi 4-6" Slump: 3-6% Air
1/29/2024 32 13 13 Mix Design Estrada Ready Mix R3655AEWR 3600 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design GCH Concrete Services GCH4000 4000 psi 3-5" Slump; 3-6% Air
4/1/2023 32 13 13 Mix Design Martin Marietta 310LBP 3600 psi 3-5" Slump; 4-7% Air
8/30/2023 32 13 13 Mix Design Martin Marietta R2141R30 4000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Martin Marietta R2146035 4000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design SRM Concrete 40050 4000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design SRM Concrete 35022 With 20% Fly Ash 3600 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6020A2 4000 psi 3-5" Slump; 3-6% Air
Class P (Machine Placed Paving)
4/3/2025 32 13 13 Mix Design Big Town Concrete 4511 3600 psi 1-3" Slump; 3-6% Air
4/3/2025 32 13 13 Mix Design Big Town Concrete 4411 3600 psi 1-3" Slump; 3-6% Air
6/30/2025 32 13 13 Mix Design Big Town Concrete 5211 With 20% Fly Ash 4000 psi 1-3" Slump; 3-6% Air
6/30/2025 30 13 13 Mix Design Big Town Concrete 52113 With 30% Slag 4000 psi 1-3" Slump; 3-6% Air
6/30/2025 30 13 13 Mix Design Big Town Concrete 5311 4000 psi 1-3" Slump; 3-6% Air
9/30/2025 30 13 13 Mix Design Burnco Texas 40U553BG 1" 20% MRWR AIR 4000 psi 1-3" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Carder Concrete FWCC552091 3600 psi 1-3" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Carder Concrete FWCC602091 4000 psi 1-3" Slump; 3-6% Air
11/6/2025 32 13 13 Mix Design Chisholm Trail Redi Mix CT5520AMP With 20% Fly Ash 3600 psi 1-3" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design City Concrete Company 36LA2011 3600 psi 1-3" Slump; 3-6% Air
9/9/2022 33 13 13 Mix Design Cow Town Redi Mix 257-M 3600 psi 1-3" Slump; 3-6% Air
11/14/2022 32 13 13 Mix Design Cow Town Redi Mix 357-M 3600 psi 1-3" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260-M 4000 psi 1-3" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 360-M 4000 psi 1-3" Slump; 3-6% Air
2/6/2024 32 13 13 Mix Design Estrada Ready Mix TD3655AEWR 3600 psi 1-3" Slump; 3-6% Air
5/12/2025 32 13 13 Mix Design Amrize/ Holcim 1703 4000 psi 1-3" Slump; 3-6% Air
10/3/2025 32 13 13 Mix Design Amrize/ Holcim 5405 With 20% Fly Ash 4000 psi 1-3" Slump; 3-6% Air
8/4/2023 32 13 13 Mix Design Martin Marietta Q2141R27 4000 psi 1-3" Slump; 3-6% Air
11/2/2022 32 13 13 Mix Design Martin Marietta Q2141K30 4000 psi 1-3" Slump; 3-6% Air
…CIP Concrete (Continues)
Page 2 of 6
!!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!!
Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 01/30/2026
…Class P Concrete (Continues)
5/5/2025 32 13 13 Mix Design Martin Marietta Q2141N27 4000 psi 1-3" Slump; 3-6% Air
1/23/2026 32 13 13 Mix Design Martin Marietta Q2146K33 4000 psi 1-3" Slump: 3-6% Air
10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF-YY 3600 psi 1-3" Slump; 3-6% Air
10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF-NY 3600 psi 1-3" Slump; 3-6% Air
12/22/2025 32 13 13 Mix Design Rapid Redi Mix 4050AL With 50% Slag 4000 psi 1-3" Slump; 3-6% Air
10/24/2024 32 13 13 Mix Design SRM Concrete 40068 4000 psi 1-3" Slump; 3-6% Air
10/24/2024 32 13 13 Mix Design SRM Concrete 40825 4000 psi 1-3" Slump; 3-6% Air
9/16/2024 32 13 13 Mix Design SRM Concrete 40025 With 20% Fly Ash 4000 psi 1-3" Slump; 3-6% Air
10/18/2024 32 13 13 Mix Design SRM Concrete 35023 3600 psi 1-3" Slump; 3-6% Air
6/5/2025 32 13 13 Mix Design SRM Concrete 40324 4000 psi 1-3" Slump; 3-6% Air
7/21/2025 32 13 13 Mix Design SINACOLA 24011-4000MP 20%With 20% Fly Ash 4000 psi 1-3" Slump; 3-6% Air
7/21/2025 32 13 13 Mix Design SINACOLA 24011-4000MP Straight Cement 4000 psi 1-3" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Tarrant Concrete FW5520AMP 3600 psi 1-3" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0255.2301 3600 psi 1-3" Slump; 3.5-6.5% Air
9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0260.2302 4000 psi 1-3" Slump; 3.5-6.5% Air
6/17/2025 32 13 13 Mix Design True Grit Redi Mix 460.230M 4000 psi 1-3" Slump; 3-6% Air
6/23/2025 32 13 13 Mix Design True Grit Redi Mix 360.230M 4000 psi 1-3" Slump; 3-6% Air
Class H (Hand Placed Paving, Valley Gutter)
9/9/2022 32 13 13 Mix Design American Concrete Company 45CAF076 4500 psi 3-5" Slump; 3-6% Air
5/2/2023 32 13 13 Mix Design Big D Concrete CM14520AE 4500 psi 3-5" Slump; 3-6% Air
4/3/2025 32 13 13 Mix Design Big Town Concrete 6211 4500 psi 3-5" Slump; 3-6% Air
4/3/2025 32 13 13 Mix Design Big Town Concrete 6311 4500 psi 3-5" Slump; 3-6% Air
4/5/2025 32 13 13 Mix Design Big Town Concrete 6017 4500 psi 3-5" Slump; 3-6% Air
7/16/2025 32 13 13 Mix Design Big Town Concrete 62113 With 30% Slag 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Burnco Texas 45U500BG 4500 psi 3-5" Slump; 3-6% Air
9/30/2025 33 13 13 Mix Design Burnco Texas 45U100AG 4000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Carder Concrete FWCC602021 4500 psi 3-5" Slump; 3-6% Air
4/28/2025 32 13 13 Mix Design Chisholm Trail Redi Mix CTFW6520A 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design City Concrete Company 45NA20II 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 265 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 365 4500 psi 3-5" Slump; 3-6% Air
1/29/2024 32 13 13 Mix Design Estrada Ready Mix R4560AEWR/4500 psi 3-5" Slump; 4-6% Air
9/9/2022 32 13 13 Mix Design GCH Concrete Services GCH4500 4500 psi 3-5" Slump; 3-6% Air
10/4/2024 32 13 13 Mix Design Amrize/ Holcim 5507 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Amrize/ Holcim 1851 4500 psi 3-5" Slump; 3-6% Air
5/8/2025 32 13 13 Mix Design Amrize/ Hocim 545WA-T1 4500 psi 3-5" Slump; 3-6% Air
4/5/2025 32 13 13 Mix Design Liquid Stone C451D 4500 psi 3-5" Slump; 3-6% Air
11/2/2022 32 13 13 Mix Design Martin Marietta R2146N35 4500 psi 3-5" Slump; 3-6% Air
8/4/2023 32 13 13 Mix Design Martin Marietta R2146R36 4500 psi 3-5" Slump; 3-6% Air
11/2/2022 32 13 13 Mix Design Martin Marietta R2146N36 4500 psi 3-5" Slump; 3-6% Air
5/22/2023 32 13 13 Mix Design Martin Marietta R2146K37 4500 psi 3-5" Slump; 3-6% Air
12/22/2023 32 13 13 Mix Design Martin Marietta R2146R44 4500 psi 3-5" Slump; 3-6% Air
12/22/2023 32 13 13 Mix Design Martin Marietta R2146K44 4500 psi 3-5" Slump; 3-6% Air
11/15/2022 32 13 13 Mix Design Martin Marietta R2146P36 4500 psi 3-5" Slump; 3-6% Air
11/15/2022 32 13 13 Mix Design Martin Marietta R2146K36 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Martin Marietta R2147241 4500 psi 3-5" Slump; 4.5-7.5% Air
9/9/2022 32 13 13 Mix Design Martin Marietta R2146236 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Martin Marietta R2146036 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Martin Marietta R2146242 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Martin Marietta R2146042 4500 psi 3-5" Slump; 3-6% Air
6/3/2025 32 13 13 Mix Design Martin Marietta R2146K43 4500 psi 3-5" Slump; 3-6% Air
1/29/2026 32 13 13 Mix Design Martin Marietta R2146R43 4500 psi 3-5" Slump; 3-6% Air
10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-YY 4500 psi 3-5" Slump; 3-6% Air
10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-NY 4500 psi 3-5" Slump; 3-6% Air
7/10/2023 32 13 13 Mix Design Osburn 45A60MR 4500 psi 3-5" Slump; 3-6% Air
1/24/2023 32 13 13 Mix Design Rapid Redi Mix RRM6320AHP 4500 psi 3-5" Slump; 3-6% Air
12/22/2025 32 13 13 Mix Design Rapid Redi Mix 4550AL With 50% Slag 4500 psi 3-5" Slump; 3-6% Air
2/7/2025 32 13 13 Mix Design SRM Concrete 45023 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design SRM Concrete 45000 4500 psi 3-5" Slump; 3-6% Air
5/23/2025 32 13 13 Mix Design SRM Concrete 45300 4500 psi 3-5" Slump; 3-6% Air
10/24/2024 32 13 13 Mix Design SRM Concrete 45350 4500 psi 3-5" Slump; 3-6% Air
10/24/2024 32 13 13 Mix Design SRM Concrete 45850 With 20% Fly Ash 4500 psi 3-5" Slump; 3-6% Air
10/18/2024 32 13 13 Mix Design SRM Concrete 45050 4500 psi 3-5" Slump; 3-6% Air
7/21/2025 32 13 13 Mix Design SINACOLA 24011-4500HP 20%With 20% Fly Ash 4500 psi 3-5" Slump; 3-6% Air
7/21/2025 32 13 13 Mix Design SINACOLA 24011-4500HP Straight Cement 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6020AHP 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Tarrant Concrete FW60AHP 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Tarrant Concrete TCFW6020AHP 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Titan Ready Mix TRC4520 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0260.2301 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0265.2301 4500 psi 3-5" Slump; 3.5-6.5% Air
9/9/2022 32 13 13 Mix Design True Grit Redi Mix 270.230 4500 psi 3-5" Slump; 3-6% Air
6/12/2025 32 13 13 Mix Design True Grit Redi Mix 465.230H With 30% Slag 4500 psi 3-5" Slump: 3-6% Air
6/23/2025 32 13 13 Mix Design True Grit Redi Mix 365.230H 4500 psi 3-5" Slump: 3-6% Air
10/9/2024 32 13 13 Mix Design Wildcatter 4520AI 4500 psi 3-5" Slump; 3-6% Air
Page 3 of 6
!!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!!
Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 01/30/2026
Class HES (High Early Strength Paving)
9/9/2022 32 13 13 Mix Design Big D Concrete 14500AE 4500 psi 3-5" Slump; 3%< Air
12/10/2025 32 13 13 Mix Design Burnco Texas 70U100AG 1 day average psi >4000 psi 7000 psi 3-5" Slump; 3-6% Air
11/18/2025 32 13 13 Mix Design Chisholm Trail Redi Mix CTTX70AHES 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 370-1NC 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 375-NC 5000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 370-NC 4500 psi 3-5" Slump; 3-6% Air
1/18/2023 32 13 13 Mix Design Cow Town Redi Mix 380-NC 4500 psi 3-5" Slump; 3-6% Air
1/29/2024 32 13 13 Mix Design Estrada Ready Mix 4575AESC 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Amrize/ Holcim 2125 5000 psi 3-5" Slump; 3-6% Air
1/24/2023 32 13 13 Mix Design Liquid Stone C451DHR-A 4500 psi 3-5" Slump; 3-6% Air
4/7/2023 32 13 13 Mix Design Martin Marietta R2161K70 6000 psi / 3000 psi @ 24hr.3-5" Slump; 3-6% Air
2/10/2023 32 13 13 Mix Design SRM Concrete 50310 5000 psi 3-5" Slump; 3-6% Air
2/7/2025 32 13 13 Mix Design SRM Concrete 40326 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6520AMR 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Tarrant Concrete FW7520AMR 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air
Class S (Bridge Slabs, Top Slabs of Direct Traffic Culverts, Approach Slabs)
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260 4000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 360 4000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 365-STX 4000 psi 3-5" Slump; 3-6% Air
1/29/2024 32 13 13 Mix Design Estrada Ready Mix R4060AEWR 4000 psi 4-6" Slump; 3-6% Air
5/3/2023 32 13 13 Mix Design Martin Marietta M7842344 4000 psi 3-5" Slump; 4.5-7.5% Air
4/1/2023 32 13 13 Mix Design Martin Marietta R2146P33 4000 psi 3-5" Slump; 3-6% Air
8/18/2025 32 13 13 Mix Design Martin Marietta 610LBT 4000 psi 3-5" Slump; 3-6% Air
4/15/2024 32 13 13 Mix Design NBR Ready Mix TX S-NY 4000 psi 3-5" Slump; 3-6% Air
4/15/2024 32 13 13 Mix Design NBR Ready Mix TX S-YY 4000 psi 3-5" Slump; 3-6% Air
4/5/2025 32 13 13 Mix Design SRM Concrete 40850 With 20% Fly Ash 4000 psi 3-5" Slump; 3-6% Air
4/5/2025 32 13 13 Mix Design SRM Concrete 40350 4000 psi 3-5" Slump; 3-6% Air
5/5/2023 32 13 13 Mix Design SRM Concrete D100008553CB 4000 psi 3-5" Slump; 3-6% Air
Concrete Base Trench Repair
4/1/2023 03 34 16 Mix Design Burnco Texas 10YH50BF 1000 psi Flowable; 8.5-11.5% Air
9/9/2022 03 34 16 Mix Design Burnco Texas 08Y450BA 800 psi 5-7" Slump; 3-6% Air
12/19/2025 03 34 16 Mix Design Cow Town Redi Mix 330-S8 750 psi 5.5-8.5" Slump; 5-15%
9/30/2025 03 34 16 Mix Design Martin Marietta YN81O001 750 psi 8-12" Slump; 5-10% Air
12/26/2025 03 34 16 Mix Design SRM Concrete 915 750 psi Flowable; 3-6% Air
Controlled Low Strength Material (Flowable Fill)
2/7/2025 03 34 13 Mix Design Burnco Texas 01Y690BF 100 psi Flowable; 9.5-11.5% Air
5/19/2025 03 34 13 Mix Design Burnco Texas 01Z180AF 100 psi Flowable; 9.5-11.5% Air
11/18/2025 03 34 13 Mix Design Burnco Texas 01Z401BF SAND 25% MRWR 17% AIR FLOW FILL 100 psi Flowable; 17+/-1.5% air
9/9/2022 03 34 13 Mix Design Carder Concrete FWCC359101 50-150 psi 3-5" Slump; 8-12% Air
9/9/2022 03 34 13 Mix Design Carder Concrete FWFF237501 50-150 psi Flowable; 8.5-11.5% Air
8/4/2025 03 34 13 Mix Design Chisholm Trail Redi Mix CT150FF 50-150 psi Flowable; 7-9.0% Air
12/26/2025 03 34 13 Mix Design Chisholm Trail Redi Mix CTFWCLSM 100-150 psi 5-7" slump; 8.5-11.5% Air
9/9/2022 03 34 13 Mix Design City Concrete Company 11-350-FF 50-150 psi Flowable; 8-12% Air
9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 9 70 psi 7-9" Slump; 8-11% Air
9/9/2025 03 34 13 Mix Design Cow Town Redi Mix 10 Min 50 psi Min 9" Slump; 10-20% Air
5/12/2025 03 34 13 Mix Design Amrize/ Holcim 3741 100 psi Flowable; 12.0-24.0% Air
8/4/2025 03 34 13 Mix Design Amrize/ Holcim 901 100 psi 9-11" Slump; 10-30% Air
8/14/2025 03 34 13 Mix Design Amrize/ Holcim 904 150 psi 9-11" Slump; 10-30% Air
9/11/2025 03 34 13 Mix Design Martin Marietta FLOW25A 150 psi 8"-12" Slump; 10% Air
10/4/2023 03 34 13 Mix Design NBR Ready Mix FTW FLOW FILL 150 psi 7-10" Slump; 8-12% Air
2/7/2025 03 34 13 Mix Design SRM Concrete 910 150 psi Flowable; 8-12% Air
12/26/2025 03 34 13 Mix Design SRM Concrete 900 100 psi Flowable; 10-30% Air
9/9/2022 03 34 13 Mix Design Tarrant Concrete FWFF150CLSM 50-150 psi Flowable; 8-12% Air
Concrete Rip Rap
4/1/2023 31 37 00 Mix Design Martin Marietta R2141030 4000 psi 3-5" Slump; 3-6% Air
4/1/2023 31 37 00 Mix Design Martin Marietta R2146033 4000 psi 3-5" Slump; 3-6% Air
Cement- Stabilized Sand (CSS)
11/21/2025 33 05 10 Mix Design Burnco Texas 04Z500BA SAND 20% MRWR 17% AIR FLOW FILL 250 psi Flowable; 15.5-18.5% Air
Asphalt Paving
9/9/2022 32 12 16 Mix Design Austin Asphalt FT5B117965 FT5B117965 PG64-22 Type B Fine Base
9/9/2022 32 12 16 Mix Design Austin Asphalt FT1B139965 FT1B139965 PG64-22 Type B Fine Base
9/9/2022 32 12 16 Mix Design Austin Asphalt FT1B117.2 FT1B117.2 PG64-22 Type B Fine Base
5/1/2024 32 12 16 Mix Design Reynolds Asphalt 340-DG-B P 340-DG-B PG64-22 Type B Base Course
9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1112B 1112B PG64-22 Type B Fine Base
9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1612B 1612B PG64-22 Type B Fine Base
4/4/2025 32 12 16 Mix Design Reynolds Asphalt 2315B 2315B PG64-22 Type B Fine Base
12/5/2022 33 12 16 Mix Design Sunmount Paving 3076BV6422 3076BV6422 PG62-22 Type B Fine Base
9/9/2022 32 12 16 Mix Design Sunmount Paving 341-BRAP6422ERG 341-BRAP6422ERG PG64-22 Type B Fine Base
9/9/2022 32 12 16 Mix Design TXBIT 37-211305-20 37-211305-20 PG64-22 Type B Fine Base
9/9/2022 32 12 16 Mix Design TXBIT 44-211305-17 44-211305-17 PG64-22 Type B Fine Base
9/9/2022 32 12 16 Mix Design TXBIT 211305 (1757)211305 (1757) PG64-22 Type B Fine Base
9/9/2022 32 12 16 Mix Design TXBIT 64-224125-18 PG 64-224125-18 PG70-22 Type D Fine Surface
4/1/2024 32 12 16 Mix Design TXBIT 344 MAC-SP-D 70-22XR 344 MAC-SP-D 70-22XR SAC A-R Type D Fine Surface
2600 @24 hrs and/or 3000 @72hrs;4500@28 days
Page 4 of 6
!!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!!
Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 01/30/2026
Detectable Warning Surface
9/9/2022 32 13 20 DWS - Pavers Pine Hall Brick (Winston Salem, NC)Tactile Pavers
9/9/2022 32 13 20 DWS - Pavers Western Brick Co. (Houston, TX)Detectable Warning Pavers
9/9/2022 32 13 20 DWS - Composite Armor Tile
9/9/2022 32 13 20 DWS - Composite ADA Solutions (Wilmington, MA)Heritage Brick CIP Composite Paver
4/7/2023 32 13 20 DWS - Pavers ADA Solutions (Wilmington, MA)Detectable Warning Pavers
10/16/2025 32 13 20 DWS - Pavers EQUALTILE EqualTile Brick Pattern Wet-Set Replaceable
10/16/2025 32 13 20 DWS - Pavers EQUALTILE EqualTile Cast-In-Place Replaceable
Silicone Joint Sealant
9/9/2022 32 13 73 Joint Sealant Dow 890SL 890SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893
9/9/2022 32 13 73 Joint Sealant Tremco 900SL 900SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893
9/9/2022 32 13 73 Joint Sealant Pecora 300SL 300SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893
9/9/2022 32 13 73 Joint Sealant Crafco RoadSaver Silicone RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893
Utility Trench Embedment Sand
9/9/2022 33 05 10 Embedment Sand Silver Creek Materials Utility Embedment Sand ASTM C33
9/9/2022 33 05 10 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33
9/9/2022 33 05 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33
9/9/2022 33 05 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33
9/9/2022 33 05 10 Embedment Sand Tin Top Martin Marietta Utility Embedment Sand ASTM C33
Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13
9/28/2018 33 05 13 Manhole Frames and CoversAccuCast (Govind Steel Company, LTD)MHRC #220605 MHRC #220605 (Size - **24" Dia.)ASTM A48 AASHTO M306
9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 NF-1274-T91 (Size - 32" Dia.)ASTM A48 AASHTO M306
9/28/2018 33 05 13 Manhole Frames and CoversNeenah Foundry NF-1743-LM (Hinged)NF-1743-LM (Hinged) (Size - 32" Dia.)ASTM A48 AASHTO M306
9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 NF-1930-30 (Size - 32.25" Dia.)ASTM A48 AASHTO M306
9/28/2018 33 05 13 Manhole Frames and CoversNeenah Foundry R-1743-HV R-1743-HV (Size - 32" Dia.)ASTM A48 AASHTO M306
4/3/2019 33 05 13 Manhole Frames and CoversSIP Industries ++2279ST 2279ST (Size - 24" Dia.)ASTM A48 AASHTO M306
4/3/2019 33 05 13 Manhole Frames and CoversSIP Industries ++2280ST 2280ST (Size - 32" Dia.)ASTM A48 AASHTO M306
10/8/2020 33 05 13 Manhole Frames and CoversEJ ( Formally East Jordan Iron Works)EJ1033 Z2/A EJ1033 Z2/A (Size - 32.25" Dia.)ASTM A536 AASHTO M306
3/8/2024 33 05 13 Curb Inlet Covers SIP Industries ++2296T 2296T (Size - ***24" Dia.)ASTM A48 AASHTO M306
6/18/2024 33 05 13 Curb Inlet Covers SIP Industries ++2279STN 2279STN (Size - 24" Dia.)ASTM A48 AASHTO M306
Storm Sewer - Inlet & Structures 33-05-13
10/8/2020 33 49 20 Curb Inlets Fonterra FRT-10x3-405-PRECAST** (Size - 10' X 3')ASTM C913
10/8/2020 33 49 20 Curb Inlets Fonterra FRT-10x3-406-PRECAST** (Size - 10' X 3')ASTM C913
10/8/2020 33 49 20 Curb Inlets Fonterra FRT-10x4.5-407-PRECAST** (Size - 10' X 4.5')ASTM C913
10/8/2020 33 49 20 Curb Inlets Fonterra FRT-10x4.5-420-PRECAST** (Size - 10' X 4.5')ASTM C913
10/8/2020 33 39 20 Manhole Fonterra FRT-4X4-409-PRECAST-TOP (Size - 4' X 4')ASTM C913
10/8/2020 33 39 20 Manhole Fonterra FRT-4X4-409-PRECAST-BASE (Size - 4' X 4')ASTM C913
10/8/2020 33 39 20 Manhole Fonterra FRT-5X5-410-PRECAST-TOP (Size - 5' X 5')ASTM C913
10/8/2020 33 39 20 Manhole Fonterra FRT-5X5-410-PRECAST-BASE (Size - 5' X 5')ASTM C913
10/8/2020 33 39 20 Manhole Fonterra FRT-6X6-411-PRECAST-TOP (Size - 6' X 6')ASTM C913
10/8/2020 33 39 20 Manhole Fonterra FRT-6X6-411-PRECAST-BASE (Size - 6' X 6')ASTM C913
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-10X3-405-PRECAST INLET** (Size - 10' X 3')ASTM 615
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET** (Size - 15' X 3')ASTM 615
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET** (Size - 20' X 7')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP (Size - 4' X 4')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE (Size - 4' X 4')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER (Size - 4' X 4')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP (Size - 5' X 5')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE (Size - 5' X 5')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER (Size - 5' X 5')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST TOP (Size - 6' X 6')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST BASE (Size - 6' X 6')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER (Size - 6' X 6')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST TOP (Size - 7' X 7')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE (Size - 7' X 7')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER (Size - 7' X 7')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST TOP (Size - 8' X 8')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST BASE (Size - 8' X 8')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER (Size - 8' X 8')ASTM 615
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET (Size - 4' X 4')ASTM 615
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET (Size - 5' X 5')ASTM 615
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET (Size - 6' X 6')ASTM 615
8/28/2023 33 49 10 Manhole Oldcastle Precast 4' x 4' Stacked Manhole (Size - 4' X 4')ASTM C478
8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box (Size - 5' X 8')ASTM C478
8/28/2023 33 49 10 Manhole Oldcastle Precast 4' x 4' Storm Junction Box (Size - 4' X 4')ASTM C478
8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 5' Storm Junction Box (Size - 5' X 5')ASTM C478
8/28/2023 33 49 10 Manhole Oldcastle Precast 6' x 6' Storm Junction Box (Size - 6' X 6')ASTM C478
8/28/2023 33 49 10 Manhole Oldcastle Precast 8' x 8' Storm Junction Box Base (Size - 8' X 8')ASTM C478
8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box Base (Size - 5' X 8')ASTM C478
8/28/2023 33 49 10 Manhole Rinker Materials Reinforced 48" Diameter Spread Footing Manhole (Size - 4' X 4')ASTM C433
**Note: All new development and new installation manhole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers.
Page 5 of 6
!!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!!
Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 01/30/2026
8/28/2023 33 39 20 Curb Inlet 10 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT)ASTM C913-16
8/28/2023 33 39 20 Curb Inlet 15 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT)ASTM C913-16
8/28/2023 33 39 20 Curb Inlet 20' x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT)ASTM C913-16
1/12/2024 33 49 20 Drop Inlet AmeriTex Pipe &Products Drop Inlet (4' X 4')ASTM C913
1/12/2024 33 49 20 Drop Inlet AmeriTex Pipe &Products Drop Inlet (5' X 5')ASTM C913
1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 4'x4' Storm Junction Box ASTM C913
1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 5'x5' Storm Junction Box ASTM C913
1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 5' Precast Transition MH (4' MH on the top of 5' JB)ASTM C913
1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 6'x6' Storm Junction Box ASTM C913
1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 6' Precast Transition MH (4' MH on the top of 6' JB)ASTM C913
1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 8'x8' Storm Junction Box ASTM C913
1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 8' Precast Transition MH (4' MH on the top of 8' JB)ASTM C913
1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Type C Storm Drain Manhole on Box (4' MH on the top of RCB)ASTM C913
7/16/2024 33 49 20 Curb Inlets AmeriTex Pipe &Products 10x3 Precast** (Size 10' x 3')ASTM C913
7/16/2024 33 49 20 Curb Inlets AmeriTex Pipe &Products 15x3 Precast** (Size 15' x 3')ASTM C913
Storm Sewer - Pipes & Boxes 33-05-13
4/9/2021 33 41 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS)ADS HP Storm Polypropylene (PP) Pipe (Size - 12" - 60")ASTM F2881 & AASHTO M330
8/28/2023 33 41 10 Storm Drain Pipes Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger)ASTM C76, C655
8/28/2023 33 41 10 Culvert Box Rinker Materials Reinforced Concrete Box Culvert (Sze - Various)ASTM C789, C850
10/12/2023 33 41 10 Storm Drain Pipes AmeriTex Pipe &Products Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger)ASTM C76, C506
10/12/2023 34 41 10 Culvert Box AmeriTex Pipe &Products Reinforced Concrete Box Culvert (size - Various))ASTM C1433,C1577
10/18/2023 35 41 10 Storm Drain Pipes The Turner Co.Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger)ASTM C76, C506
10/18/2023 33 41 10 Culvert Box The Turner Co.Reinforced Concrete Box Culvert (size - Various)ASTM C1433,C1577
4/12/2024 33 41 10 Storm Drain Pipes Thompson Pipe Group Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size Various)ASTM C76, C506
6/25/2024 33 41 10 Culvert Box Oldcastle Reinforced Concrete Box Culvert ASTM C1433,C1577
6/25/2024 33 41 10 Storm Drain Pipes Oldcastle Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size Various)ASTM C76, C506
….Storm Sewer - Inlet & Structures Continues
(1-29-2025) Removed Argos, Ingram, Redi-Mix, Charley's
(4-3-2025) Bigtown Concrete updated Mix ID's
**Note: Pre-cast inlets are approved for the stage I portion of the structure (basin) only. Stage II portion of the structure are required to be cast in-place. No exceptions to this requirement shall be allowed.
Revision Comments
(4-5-2025) 03 34 13 CLSM specification
(11-26-2025) Removed Gilco-site batch plant
Page 6 of 6
CFW Product Name Manufacturer Manufacturer Product Name & Description
Makers Sales and Marketing, LLC MRT2470AB‐Type 11, 36" or 60" Rise 2/Bolt 8' Arm,
Galvanized
Makers Sales and Marketing, LLC MRT2470AB‐Type 11, 36" or 60" Rise 2/Bolt 8' Arm,
Black
Valmont Industries, Inc DB01373(page 1 of 6)‐Shoe Base Pole Type 11,
Galvanized
Makers Sales and Marketing, LLC Type 33B, 36" Rise Simplex 8' Arm, Galvanized
Makers Sales and Marketing, LLC Type 33B, 36" Rise Simplex 8' Arm, Black
Valmont Industries, Inc DB01373(page 4 of 6)‐Single Arm Type 33B, Galvanized
Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P101‐Mvolt‐R2‐3K‐
MP‐NL‐P7‐AO‐RFD325607
Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P101‐Mvolt‐R4‐3K‐
MP‐NL‐P7‐AO‐RFD325606
Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P101‐Mvolt‐R2‐3K‐BK‐
MP‐NL‐P7‐AO‐RFD325609
Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P101‐Mvolt‐R4‐3K‐BK‐
MP‐NL‐P7‐AO‐RFD325608
McFarland Cascade CREOSOTE 30/35 FOOT TIMBER POLE
Bayou Forest Products 30‐35’ .80 CCA Green Timber Pole
Makers Sales and Marketing, LLC Wood Pole Arm, 36" Rise Simplex 8' Arm, Galvanized
Makers Sales and Marketing, LLC Wood Pole Arm, 36" Rise Simplex 8' Arm, Black
Valmont Industries, Inc DB01373(page 6 of 6)‐Wood Pole Arm, Galvanized
Makers Sales and Marketing, LLC MRT33.585AB‐Type 18, 36" or 60" Rise 2/Bolt 8' Arm,
Galvanized
Makers Sales and Marketing, LLC MRT33.585AB‐Type 18, 36" or 60" Rise 2/Bolt 8' Arm,
Black
Valmont Industries, Inc DB01373(page 2 of 6)‐Shoe Base Pole Type 18,
Galvanized
Makers Sales and Marketing, LLC Type 33A, 60" Rise Simplex 8' Arm, Galvanized
Makers Sales and Marketing, LLC Type 33A, 60" Rise Simplex 8' Arm, Black
Valmont Industries, Inc DB01373(page 3 of 6)‐Single Arm Type 33A, Galvanized
Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P303‐Mvolt‐R2‐3K‐
MP‐NL‐P7‐AO‐RFD322792
Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P303‐Mvolt‐R4‐3K‐
MP‐NL‐P7‐AO‐RFD322794
Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P303‐Mvolt‐R2‐3K‐BK‐
MP‐NL‐P7‐AO‐RFD322793
Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P303‐Mvolt‐R4‐3K‐BK‐
MP‐NL‐P7‐AO‐RFD322795
Wood Pole Arm
CFW Lighting Approved Products List
Arterial Luminaire
Residential Luminaire
Residential‐Standard
Arterial‐Standard
Type 11 Pole
Type 33B Arm
Timber Pole
Type 18 Pole
Type 33A Arm
McFarland Cascade CREOSOTE 35/40 FOOT TIMBER POLE
Bayou Forest Products 30‐35’ .80 CCA Green Timber Pole
Makers Sales and Marketing, LLC Wood Pole Arm, 60" Rise Simplex 8' Arm, Galvanized
Makers Sales and Marketing, LLC Wood Pole Arm, 60" Rise Simplex 8' Arm, Black
Valmont Industries, Inc DB01373(page 5 of 6)‐Wood Pole Arm, Galvanized
Washington 10' Pole Acuity Brands Lighting, Inc.Holophane, CLA 10.6(0AL)FT J20P07BK‐MOD, AB‐31‐4
RFD110736
Washington 14' Pole Acuity Brands Lighting, Inc.Holophane, CLA14FT J20DMODC03BK RFD325026, AB‐
16‐4 SPEC RFD325026
Washington Luminaire Acuity Brands Lighting, Inc.Holophane, WFCL3 P40 30K MVOLT FC3 NF BK AO PR7
FRGL RFD338699
Washington Globe
Luminaire Acuity Brands Lighting, Inc.
Holophane, AWDE3 P40 30K MVOLT MS AL3 BK PR7
AO RFD‐315548
Oleander Type A Pole Acuity Brands Lighting, Inc.Holophane, PDA 12S5L20POBBK‐MOD
Oleander Type B Pole Acuity Brands Lighting, Inc.Holophane, PDA20S5L20P08BK‐MOD
Oleander Type B Arm Acuity Brands Lighting, Inc.Holophane, OHC 15IN 2A TN BK
Oleander Luminaire Acuity Brands Lighting, Inc.
Holophane, AUCL2 P40 30K AS BK L3 N P7 AO
RFD338741
Berry 12' Pole Acuity Brands Lighting, Inc.Holophane, RSA 12 50 G12 SC BK AB‐26‐4 RFD326400
Berry 20' Pole Acuity Brands Lighting, Inc.Holophane, PD20S5J20P11BK RFD338816
Berry Arm Acuity Brands Lighting, Inc.Holophane, VLC 27IN 1A TN QSM BK
Berry Luminaire Acuity Brands Lighting, Inc.
Holophane, GPLF3 P40 30K MVOLT ASY QSM BK PR7
AO SH
Banner Arms Acuity Brands Lighting, Inc.Holophane, BA‐24IN‐2A‐C0‐S4J‐BL‐075P‐BK
Cantex Inc.
Rigid Nonmetallic Schedule 80 Conduit, Meets UL 651
specifi cations and NEMA TC2, Rated for 90°C Cable,
Sunlight Resistant, 10’ Lengths and 20' lengths
Heritage Plastics
Rigid Nonmetallic Schedule 80 Electric Conduit, Meets
UL 651 specifications, RUS listed, NEMA TC‐2 and
NEMA TC‐3, Rated for 90°C Cable, Sunlight & Weather
Resistant
Atkore‐Heritage Plastics
PVC Rigid Schedule 80 Conduit, Conforms to UL 651
and NEMA TC 2, Sunlight Resistant, Listed for 90°C
conductors or cable
Prime Conduit, Inc
Schedule 80 PVC Rigid Nonmetallic Conduit, Extra
Heavy Wall EPC‐80, Sunlight resistant, Rated for use
with 90°C conductors, Meets UL651
Splice Kit With Connector NSi Industries, LLC
Gel Stub Splice Kit with Connector, Easy‐Splice, ESSLK
Series
Wood Pole Arm
Timber Pole
Conduit
Decorative‐Pedestrian
System
Southwire Type XHHW‐2 copper conductor, 600V
Encore Wire TYPE XHHW‐2 / RW90, copper conductor, Superslick
Elite, 600V/1000V
Encore Wire THHN / MTW / THWN‐2 Copper conductor, 600V
Service Wire Co Servicepro‐X XHHW‐2, 600/1,000 Volt Copper, CT
Rated
Advanced Digital Cable Inc
XHHW‐2 Low Smoke Halogen Free, Cross‐linked
Polyethylene Insulated 14 AWG‐750 MCM, 600 Volts,
90°C Dry and wet
Aluminum Wire‐Triplex Priority Wire & Cable, Inc Triplex Overhead Aluminum Conductor
Edison General Purpose, Midget Class MEN Fuses, Voltage
Rating: MEN ‐ 250 VAC, Ampere Rating: 0.5 ‐ 30 Amps,
Interrupting Rating: 10,000 RMS Amps @ 125V
Edison Modular Ferrule Fuse Blocks for Midget Class and CC
Fuses
Cooper In‐line fuse holders for Single‐Pole 13/32" x 1 1/2"
Fuses HEB‐AA
EATON
Bussmann Series, HEB breakaway and non‐breakaway
in‐line fuse holders for UL 13/32” x 1‐
1/2”supplemental fuses
EATON Bussmann Series, FNM 13⁄32˝ x 1‐1⁄2˝ 250Vac Ɵme‐
delay supplemental fuses
Connector Thomas & Betts Wire Joints for Copper Conductor, Cat No: 54615,
54620, 54625‐TB, 54635, 54640, 54630
Electrol Systems, Inc TY A (120/240) 100(NS)AL(E)PS(U)
WE Manufacturing & Controls TY A 120/240 100(NS)AL(E)PS(U)
Electrol Systems, Inc TY A (240/480) 100(NS)AL(E)PS(U)
WE Manufacturing & Controls TY A 240/480 100(NS)AL(E)PS(U)
MacLean Highline Polymer Concrete, PHA132412X0002: TIER 22 (X) 22,
500lbs
Oldcastle
Polymer Concrete, H‐SERIES UNIT, H1730‐24 TIER‐22 ‐
TXDOT 2x 1/2" CAPTIVE BOLT ‐ 2x BRASS FLOATING
NUT
Oldcastle
Polymer Concrete, H‐SERIES UNIT, H1324‐24 TIER‐15 ‐
TXDOT 2x 1/2" CAPTIVE BOLT ‐ 2x BRASS FLOATING
NUT
Kearneys NSi Industries, LLC Split Bolt Connectors, Copper Split Bolts 2 Wire, N
Series
Photocell Acuity Brands Lighting, Inc.Dark To Light, DLL Elite, Electronic Locking, Type
Photocontrol, DLL‐127 or DLL‐480
Shorting Caps Acuity Brands Lighting, Inc.Dark To Light, Part # DSHORT SBK U
Residential Luminaire TRASTAR INC.DURA‐STR10A‐3K‐120‐3‐GR‐SCL
Arterial Luminaire TRASTAR INC.DURA‐STR25‐3K‐120‐3‐GR‐SCL
Interim Products
Copper Wire/Conductor
Metered Pedestal 120‐240V
Metered Pedestal 240‐
480V
Ground Box
Fuse & Fuse Holder