HomeMy WebLinkAboutContract 57494-PM1PROJECT MANUAL
FOR
THE CONSTRUCTION OF
Madero, Phase 1
Water, Sewer, Pavement, Stormwater & Street Lights
IPRC Record No. IPRC21-0172
City Project No. 103479
FID NO. 30114-0200431-103479-E07685
FILE NO. W-2805
“X” NO. X-27179
Mattie Parker David Cooke
Mayor City Manager
Christopher P. Harder, P.E.
Director, Water Department
William Johnson, P.E.
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
April 2022
LJA Engineering, Inc.
6060 North Central Expressway, Suite 400
Dallas, TX 75206
TBPE Firm Number F-1386
CSC No. 57494-PM1
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 5
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised March 20, 2020
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions Last Revised
00 11 13 Invitation to Bidders 03/20/2020
00 21 13 Instructions to Bidders 03/20/2020
00 41 00 Bid Form 04/02/2014
00 42 43 Proposal Form Unit Price 05/22/2019
00 43 13 Bid Bond 04/02/2014
00 45 11 Bidders Prequalification’s 04/02/2014
00 45 12 Prequalification Statement 09/01/2015
00 45 13 Bidder Prequalification Application 03/09/2020
00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014
00 45 40 Minority Business Enterprise Goal 08/21/2018
00 52 43 Agreement 06/16/2016
00 61 25 Certificate of Insurance 07/01/2011
00 62 13 Performance Bond 01/31/2012
00 62 14 Payment Bond 01/31/2012
00 62 19 Maintenance Bond 01/31/2012
00 72 00 General Conditions 11/15/2017
00 73 00 Supplementary Conditions 07/01/2011
00 73 10 Standard City Conditions of the Construction Contract for Developer
Awarded Projects 01/10/2013
Division 01 - General Requirements Last Revised
01 11 00 Summary of Work 12/20/2012
01 25 00 Substitution Procedures 08/30/2013
01 31 19 Preconstruction Meeting 08/30/2013
01 31 20 Project Meetings 07/01/2011
01 32 33 Preconstruction Video 08/30/2013
01 33 00 Submittals 08/30/2013
01 35 13 Special Project Procedures 08/30/2013
01 45 23 Testing and Inspection Services 03/20/2020
01 50 00 Temporary Facilities and Controls 07/01/2011
01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011
01 57 13 Storm Water Pollution Prevention Plan 07/01/2011
01 60 00 Product Requirements 03/20/2020
01 66 00 Product Storage and Handling Requirements 04/07/2014
01 70 00 Mobilization and Remobilization 04/07/2014
01 71 23 Construction Staking 04/07/2014
01 74 23 Cleaning 04/07/2014
01 77 19 Closeout Requirements 04/07/2014
01 78 23 Operation and Maintenance Data 04/07/2014
01 78 39 Project Record Documents 04/07/2014
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 5
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised March 20, 2020
Technical Specifications which have been modified by the Engineer specifically for this
Project; hard copies are included in the Project’s Contract Documents
NONE
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
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 5
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised March 20, 2020
32 12 16 Asphalt Paving 12/20/2012
32 12 73 Asphalt Paving Crack Sealants 12/20/2012
32 13 13 Concrete Paving 12/20/2012
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018
32 13 73 Concrete Paving Joint Sealants 12/20/2012
32 14 16 Brick Unit Paving 12/20/2012
32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016
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
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised March 20, 2020
33 12 11 Large Water Meters 12/20/2012
33 12 20 Resilient Seated Gate Valve 12/20/2012
33 12 21 AWWA Rubber-Seated Butterfly Valves 12/20/2012
33 12 25 Connection to Existing Water Mains 02/06/2013
33 12 30 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012
33 12 40 Fire Hydrants 01/03/2014
33 12 50 Water Sample Stations 12/20/2012
33 12 60 Standard Blow-off Valve Assembly 06/19/2013
33 31 12 Cured in Place Pipe (CIPP) 12/20/2012
33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012
33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 12/20/2012
33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013
33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer
Pipe 12/20/2012
33 31 22 Sanitary Sewer Slip Lining 12/20/2012
33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012
33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013
33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 12/20/2012
33 39 10 Cast-in-Place Concrete Manholes 12/20/2012
33 39 20 Precast Concrete Manholes 12/20/2012
33 39 30 Fiberglass Manholes 12/20/2012
33 39 40 Wastewater Access Chamber (WAC) 12/20/2012
33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012
33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011
33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 12/20/2012
33 41 12 Reinforced Polyethlene (SRPE) Pipe 11/13/2015
33 46 00 Subdrainage 12/20/2012
33 46 01 Slotted Storm Drains 07/01/2011
33 46 02 Trench Drains 07/01/2011
33 49 10 Cast-in-Place Manholes and Junction Boxes 12/20/2012
33 49 20 Curb and Drop Inlets 12/20/2012
33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011
Division 34 - Transportation
34 41 10 Traffic Signals 10/12/2015
34 41 10.01 Attachment A – Controller Cabinet 12/18/2015
34 41 10.02 Attachment B – Controller Specification 02/2012
34 41 10.03 Attachment C – Software Specification 01/2012
34 41 11 Temporary Traffic Signals 11/22/2013
34 41 13 Removing Traffic Signals 12/20/2012
34 41 15 Rectangular Rapid Flashing Beacon 11/22/2013
34 41 16 Pedestrian Hybrid Signal 11/22/2013
34 41 20 Roadway Illumination Assemblies 12/20/2012
34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015
34 41 20.02 Freeway LED Roadway Luminaires 06/15/2015
34 41 20.03 Residential LED Roadway Luminaires 06/15/2015
34 41 30 Aluminum Signs 11/12/2013
34 41 50 Single-Mode Fiber Optic Cable 02/26/2016
34 71 13 Traffic Control 11/22/2013
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 5
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised March 20, 2020
Appendix
GC-4.01 Availability of Lands
GC-4.02 Subsurface and Physical Conditions
GC-4.04 Underground Facilities
GC-4.06 Hazardous Environmental Condition at Site
GC-6.06.D Minority and Women Owned Business Enterprise Compliance
GC-6.07 Wage Rates
GC-6.09 Permits and Utilities
GC-6.24 Nondiscrimination
GR-01 60 00 Product Requirements
END OF SECTION
00 42 43
DAP - BID PROPOSAL
Page 1 of 4
1 3305.0109 Trench Safety 33 05 10 LF 14930 $1.00 $14,930.00
2 3311.0001 Ductile Iron Water Fittings w/ Res 33 11 11 TON 10.68 $9,500.00 $101,460.00
3 3311.0241 8" Water Pipe 33 11 10, 33 11 12 LF 8929 $46.00 $410,734.00
4 3311.0264 8" PVC Water Pipe, CLSM Backfill 33 11 12 LF 726 $66.00 $47,916.00
5 3311.0541 16" Water Pipe 33 11 10, 33 11 12 LF 4699 $120.00 $563,880.00
6 3311.0547 16" Water Pipe, CLSM Backfill 33 11 10, 33 11 12 LF 341 $140.00 $47,740.00
7 3311.0551 16" DIP Water 33 11 10 LF 118 $180.00 $21,240.00
8 3311.0761 30" Steel AWWA C200 Water Pipe 33 11 14 LF 117 $465.00 $54,405.00
9 3312.0001 Fire Hydrant 33 12 40 EA 21 $4,500.00 $94,500.00
10 3312.3003 8" Gate Valve 33 12 20 EA 36 $1,450.00 $52,200.00
11 3312.3006 16" Gate Valve w/ Vault 33 12 20 EA 10 $18,500.00 $185,000.00
12 3312.1002 2" Combination Air Valve Assembly for Water 33 12 30 EA 2 $7,500.00 $15,000.00
13 3312.6002 6" Blow Off Valve 33 12 60 EA 2 $12,500.00 $25,000.00
14 3312.4209 24" x 8" Tapping Sleeve & Valve 33 12 25 EA 1 $10,500.00 $10,500.00
15 3312.4306 30" x 16" Tapping Sleeve & Valve 33 12 25 EA 1 $34,500.00 $34,500.00
16 3312.2003 1" Water Service 33 12 10 EA 159 $1,100.00 $174,900.00
17 3312.0107 Connection to Existing 20" Water Main 33 12 25 EA 1 $7,500.00 $7,500.00
18 9999.0001 Connection to Existing 8" Water Main 00 00 00 EA 1 $1,000.00 $1,000.00
19 9999.0002 Flush Point 00 00 00 EA 6 $2,500.00 $15,000.00
20 9999.0003 1" Irrigation Service 00 00 00 EA 1 $3,000.00 $3,000.00
21 9999.0004 1.5" Water Service 00 00 00 EA 1 $3,800.00 $3,800.00
22 9999.0005 2" Irrigation Service 00 00 00 EA 1 $4,000.00 $4,000.00
23 9999.0006 4" Irrigation sleeves 00 00 00 EA 12 $800.00 $9,600.00
1 3301.0002 Post-CCTV Inspection 33 01 31 LF 12163 $4.00 $48,652.00
2 3301.0101 Manhole Vacuum Testing 33 01 30 EA 54 $150.00 $8,100.00
3 3305.0109 Trench Safety 33 05 10 LF 12163 $2.00 $24,326.00
4 3331.3101 4" Sewer Service 33 31 50 EA 160 $800.00 $128,000.00
5 3331.4115 8" Sewer Pipe - SDR 26 33 11 10, 33 31 12, 33 31 20 LF 7892 $52.00 $410,384.00
6 3331.4116 8" Sewer Pipe, CSS Backfill 33 11 10, 33 31 12, 33 31 20 LF 704 $62.00 $43,648.00
7 3331.4215 10" Sewer Pipe - SDR 26 33 11 10, 33 31 12, 33 31 20 LF 2709 $60.00 $162,540.00
8 3331.4205 10" DIP Sewer 33 11 10 LF 158 $140.00 $22,120.00
9 3331.4202 10" Sewer Pipe, CSS Backfill 33 11 10, 33 31 12, 33 31 20 LF 154 $70.00 $10,780.00
10 3331.4208 12" Sewer Pipe - SDR 26 33 11 10, 33 31 12, 33 31 20 LF 524 $68.00 $35,632.00
11 3331.4209 12" Sewer Pipe, CSS Backfill 33 11 10, 33 31 12, 33 31 20 LF 22 $78.00 $1,716.00
12 3339.0001 Epoxy Manhole Liner 33 39 60 VF 186 $385.00 $71,610.00
13 3339.1001 4' Manhole 33 39 10, 33 39 20 EA 42 $4,000.00 $168,000.00
14 3339.1002 4' Drop Manhole 33 39 10, 33 39 20 EA 4 $5,000.00 $20,000.00
15 3339.1003 4' Extra Depth Manhole 33 39 10, 33 39 20 VF 244 $195.00 $47,580.00
16 3305.0113 Trench Water Stops 33 05 15 EA 35 $250.00 $8,750.00
17 9990.0008 4' Manhole With Hydraulic Slide 33 39 10 EA 6 $5,500.00 $33,000.00
18 9990.0009 4' Gasketed Manhole With Water-Tight Hinged Cover 33 39 10 EA 2 $6,500.00 $13,000.00
19 9999.0010 Connect to Existing 8" Sewer Main System 00 00 00 EA 1 $2,500.00 $2,500.00
20 9999.0011 Connect to Existing 12" Sewer Main System 00 00 00 EA 1 $3,500.00 $3,500.00
21 9999.0012 Steel Encasement 33 05 24 LF 158 $320.00 $50,560.00
22
TOTAL UNIT I: WATER IMPROVEMENTS $1,897,805.00
Bid Quantity
UNIT I: WATER IMPROVEMENTS
UNIT II: SANITARY SEWER IMPROVEMENTS
TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $1,314,398.00
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Unit Price Bid Value
Project Item Information Bidder's Proposal
Specification Section No.Unit of
Measure
Madero, Phase 1
Bidlist Item
No.Description
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 42 43_Bid Proposal_Madero_Phase1(22.4.7)_SIGNED.xlsx
00 42 43
DAP - BID PROPOSAL
Page 2 of 4
Bid Quantity
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Unit Price Bid Value
Project Item Information Bidder's Proposal
Specification Section No.Unit of
Measure
Madero, Phase 1
Bidlist Item
No.Description
1 3305.0109 Trench Safety 33 05 10 LF 9406 $1.00 $9,406.00
2 3305.0112 Concrete Collar 33 05 17 EA 2 $500.00 $1,000.00
3 3341.0201 21" RCP, Class III 33 41 10 LF 1108 $60.00 $66,480.00
4 3341.0205 24" RCP, Class III 33 41 10 LF 3743 $70.00 $262,010.00
5 3341.0208 27" RCP, Class III 33 41 10 LF 254 $75.00 $19,050.00
6 3341.0302 30" RCP, Class III 33 41 10 LF 782 $80.00 $62,560.00
7 3341.0302 33" RCP, Class III 33 41 10 LF 903 $100.00 $90,300.00
8 3341.0302 36" RCP, Class III 33 41 10 LF 849 $115.00 $97,635.00
9 3341.0302 42" RCP, Class III 33 41 10 LF 79 $145.00 $11,455.00
10 3341.1102 4x3 Box Culvert 33 41 10 LF 789 $215.00 $169,635.00
11 3341.1103 4x4 Box Culvert 33 41 10 LF 357 $245.00 $87,465.00
12 3341.1501 8x4 Box Culvert 33 41 10 LF 228 $475.00 $108,300.00
13 3341.1602 9x5 Box Culvert 33 41 10 LF 114 $600.00 $68,400.00
14 3341.2002 10x5 Box Culvert 33 41 10 LF 200 $700.00 $140,000.00
15 3349.5001 10' Curb Inlet 33 49 20 EA 22 $3,400.00 $74,800.00
16 3349.6001 10' Recessed Inlet 33 49 20 EA 18 $4,400.00 $79,200.00
17 3349.5002 15' Curb Inlet 33 49 20 EA 6 $4,400.00 $26,400.00
18 3349.5003 20' Curb Inlet 33 49 20 EA 2 $5,400.00 $10,800.00
19 9999.00XX 3' Drop Inlet 00 00 00 EA 2 $5,000.00 $10,000.00
20 3349.7001 4' Drop Inlet 33 49 20 EA 1 $5,500.00 $5,500.00
21 3349.0001 4' Storm Junction Box 33 49 10 EA 20 $4,500.00 $90,000.00
22 3349.0002 5' Storm Junction Box 33 49 10 EA 3 $6,000.00 $18,000.00
23 3137.0102 Large Stone Type "A" Dry Rip Rap (12" Deep)31 37 00 SY 1473 $105.00 $154,665.00
24 3137.0102 Large Stone Type "A" Dry Rip Rap (24" Deep)31 37 00 SY 3787 $155.00 $586,985.00
25 9999.0013 24" 4:1 Sloped End Headwall 00 00 00 EA 2 $3,500.00 $7,000.00
26 9999.0014 30" 4:1 Sloped End Headwall 00 00 00 EA 2 $4,500.00 $9,000.00
27 9999.0015 36" 4:1 Sloped End Headwall 00 00 00 EA 1 $5,500.00 $5,500.00
28 9999.0016 42" 4:1 Sloped End Headwall 00 00 00 EA 1 $6,500.00 $6,500.00
29 9999.0017 33" 6:1 Sloped End Headwall 00 00 00 EA 1 $5,000.00 $5,000.00
30 9999.0018 TXDOT PW-1 Wingwall 00 00 00 EA 2 $31,000.00 $62,000.00
31 9999.0019 TXDOT PW-1 Wingwall With 3.9' Extended Curb 00 00 00 EA 2 $48,000.00 $96,000.00
32 9999.0020 TXDOT SW-0 Wingwall 00 00 00 EA 3 $14,500.00 $43,500.00
33 9999.0021 Inlet Protection 00 00 00 EA 51 $150.00 $7,650.00
34 9999.0022 Remove 21" RCP 00 00 00 LF 2 $25.00 $50.00
35 9999.0023 Remove 10' Inlet 00 00 00 EA 1 $1,500.00 $1,500.00
36 9999.0024 Remove RIP RAP 00 00 00 SY 34 $25.00 $850.00
$2,494,596.00
UNIT III: DRAINAGE IMPROVEMENTS
TOTAL UNIT III: DRAINAGE IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 42 43_Bid Proposal_Madero_Phase1(22.4.7)_SIGNED.xlsx
00 42 43
DAP - BID PROPOSAL
Page 3 of 4
Bid Quantity
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Unit Price Bid Value
Project Item Information Bidder's Proposal
Specification Section No.Unit of
Measure
Madero, Phase 1
Bidlist Item
No.Description
1 0241.1000 Remove Conc Pvmt 02 41 15 SY 522 $20.00 $10,440.00
2 3211.0400 Hydrated Lime (30 lbs/sy)32 11 29 TN 486.18 $190.00 $92,374.20
3 3211.0400 Hydrated Lime (36 lbs/sy) (Sendera Ranch Blvd &
Rancho Canyon way)
32 11 29 TN 644.27 $190.00 $122,411.30
4 3211.0501 6" Lime Treatment 32 11 29 SY 32412 $3.50 $113,442.00
5 3211.0502 8" Lime Treatment (Sendera Ranch Blvd & Rancho
Canyon Way)
32 11 29 SY 35793 $4.00 $143,172.00
6 3212.0101 6" Conc Pvmt 32 13 13 SY 30402 $39.50 $1,200,879.00
7 3213.0105 10" Conc Pvmt (Sendera Ranch Blvd & Rancho Canyon
Way)
32 13 13 SY 34350 $68.00 $2,335,800.00
8 3213.0301 4" Conc Sidewalk 32 13 20 SF 122939 $3.50 $430,286.50
9 3213.0501 Barrier Free Ramp, Type R-1 32 13 20 EA 6 $1,800.00 $10,800.00
10 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 38 $1,500.00 $57,000.00
11 3291.0100 Topsoil 32 91 19 CY 3664 $24.00 $87,936.00
12 3292.0100 Block Sod Placement 32 92 13 SY 21985 $8.00 $175,880.00
13 9999.0025 Construct Type III Barricade 00 00 00 EA 5 $500.00 $2,500.00
14 9999.0026 Construct Std. Pvmt. Header 00 00 00 LF 163 $20.00 $3,260.00
15 9999.0027 Stop Signs (R1-1)00 00 00 EA 20 $750.00 $15,000.00
16 9999.0028 Street Name Blade (D3-1)00 00 00 EA 38 $200.00 $7,600.00
17 9999.0029 Street Sign Pole 00 00 00 EA 22 $250.00 $5,500.00
18 9999.0030 Remove Barricade & Connect to Existing Pavement 00 00 00 EA 2 $500.00 $1,000.00
19 9999.0031 Remove Abandoned Gas line 00 00 00 LF 3738 $40.00 $149,520.00
20 9999.0032 Lane Legend Arrows 00 00 00 EA 23 $450.00 $10,350.00
21 9999.0033 TYPEII-A-A 4" RPM 00 00 00 EA 216 $5.00 $1,080.00
22 9999.0034 TYPE I-C 4" RPM 00 00 00 EA 262 $5.00 $1,310.00
23 9999.0035 REFL PAV MRK TY I(W)(6")(SNG)(SLD)00 00 00 LF 950 $4.00 $3,800.00
24 9999.0036 REFL PAV MRK TY I(Y)(6")(SNG)(SLD)00 00 00 LF 5483 $4.00 $21,932.00
25 9999.0037 REFL PAV MRK TY I(Y)(6")(DBL)(SLD)00 00 00 LF 3140 $6.00 $18,840.00
26 9999.0038 REFL PAV MRK TY I(W)(6")(SNG)(BRK)00 00 00 LF 2060 $4.00 $8,240.00
27 9999.0038 REFL PAV MRK TY I(Y)(6")(SNG)(BRK)00 00 00 LF 1320 $4.00 $5,280.00
28 9999.0039 REFL PAV MRK TY I(W)(24")(SNG)(SLD) With
I(B)(6")(DBL)(SLD) Crosswalk
00 00 00 EA 8 $1,800.00 $14,400.00
29 9999.0040 REFL PAV MRK TY I(W)(24"(SNG)(SLD) Stop Bar 00 00 00 LF 31 $20.00 $620.00
TOTAL UNIT IV: PAVING IMPROVEMENTS $5,050,653.00
UNIT IV: PAVING IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 42 43_Bid Proposal_Madero_Phase1(22.4.7)_SIGNED.xlsx
00 42 43
DAP - BID PROPOSAL
Page 4 of 4
Bid Quantity
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Unit Price Bid Value
Project Item Information Bidder's Proposal
Specification Section No.Unit of
Measure
Madero, Phase 1
Bidlist Item
No.Description
1 2605.3015 2" CONDT PVC SCH 80 (T)26 05 33 LF 9484 $12.00 $113,808.00
2 3441.3201 LED Lighting Fixture (50W)34 41 20 EA 47 $600.00 $28,200.00
3 3441.3201 LED Lighting Fixture (138W)34 41 20 EA 34 $800.00 $27,200.00
4 3441.1633 Install Type 33B Arm 34 41 20 EA 47 $500.00 $23,500.00
5 3441.1632 Install Type 33A Arm 34 41 20 EA 34 $450.00 $15,300.00
6 3441.3002 Rdwy Illum Assembly TY 8,11,D-25, and D-30 34 41 20 EA 47 $2,200.00 $103,400.00
7 3441.3003 Rdwy Illum Assembly TY 18,18A,19, and D-40 34 41 20 EA 34 $3,400.00 $115,600.00
8 3441.3301 Rdwy Illum Foundation TY 1,2, and 4 34 41 20 EA 47 $1,000.00 $47,000.00
9 3441.3302 Rdwy Illum Foundation TY 3,5,6, and 8 34 41 20 EA 34 $1,500.00 $51,000.00
10 9999.0041 Ground Box 00 00 00 EA 19 $950.00 $18,050.00
11 9999.0042 3 - #10 Copper Wire 00 00 00 LF 3215 $4.00 $12,860.00
12 9999.0043 3 - #2 Copper Wire 00 00 00 LF 6269 $6.00 $37,614.00
This Bid is submitted by the entity named below:
BIDDER:BY:
CONATSER CONSTRUCTION TX, L.P.
5327 WICHITA ST.
FORT WORTH, TX 76119 TITLE:
DATE:
350
END OF SECTION
$593,532.00
UNIT V: STREET LIGHTING IMPROVEMENTS
$11,350,984.00Total Construction Bid
UNIT IV: PAVING IMPROVEMENTS
$593,532.00
Contractor agrees to complete WORK for FINAL ACCEPTANCE within working days after the date when the
CONTRACT commences to run as provided in the General Conditions.
$5,050,653.00
UNIT V: STREET LIGHTING IMPROVEMENTS
$2,494,596.00
$1,314,398.00
TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS
$1,897,805.00
UNIT II: SANITARY SEWER IMPROVEMENTS
UNIT III: DRAINAGE IMPROVEMENTS
Bid Summary
UNIT I: WATER IMPROVEMENTS
PRESIDENT
BROCK HUGGINS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 42 43_Bid Proposal_Madero_Phase1(22.4.7)_SIGNED.xlsx
4/25/2022
4/25/2022
00 45 26 - 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
1 SECTION 00 45 26
2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
4 provides worker's compensation insurance coverage for all of its employees employed on City
5 Project No. 101209. Contractor further certifies that, pursuant to Texas Labor Code, Section
6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
7 worker's compensation coverage.
CONTRACTOR:
10
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Conatser Construction TX. L.P. By: �Q.6C►l� �GG�'� S
Company (Please Print)
♦
5327 Wichita Street Signature: �� ���
Address
Fort Worth. TX 76119 Title: � f�1i
City/State/Zip (Please Print)
THE STATE OF TEXAS
COUNTY OFTARRANT
BEFORE ME, the undersigned authority, on this day personally appeared
d�� �q�t�r�� , known to me to be the person whose name is
subscribed to the fore ing instrument, and acknowledged to me that he/she executed the same as
the act and deed of �r��[j �IF-�' _ for the purposes and
consideration therein expressed and in the capacity therein stated.
GIV "�N U�TDER MY HAND AND SEAL OF OFFICE this �l � day of
� , 2oa�
33 j ,� �
34 i� r
35
36 aY P� KAMRA HOERIG Notary Public in and for the State of Texas
SP.-.B
*,' �y„ � i Matary PubGc, Stau of Texes
3 � a� Ti/-� ; P Comm. Ezpires 06/15/2023
"rs o� ��+ i�o•�ary ID 13213162-5
38 �-�.�-�—�• — — END OF SECTION
��]
CITI' OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103479
Revised April 2, 2014
00 52 43 - 1
Developer Awarded Project Agreement
Page 1 of 4
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No 103479
Revised June 16, 2016
SECTION 00 52 43 1
AGREEMENT 2
3
THIS AGREEMENT, authorized on ______________is made by and between the Developer, 4
GBTM Sendera, LLC., authorized to do business in Texas (“Developer”) , and Conatser 5
Construction TX, L.P. authorized to do business in Texas, acting by and through its duly 6
authorized representative, (“Contractor”). 7
Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8
follows: 9
Article 1. WORK 10
Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11
Project identified herein. 12
Article 2. PROJECT 13
The project for which the Work under the Contract Documents may be the whole or only a part is 14
generally described as follows: 15
Madero Phase 1_________________________________________________________________ 16
City Project No. 103479 __________________________________________________________ 17
Article 3. CONTRACT TIME 18
3.1 Time is of the essence. 19
All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20
Documents are of the essence to this Contract. 21
3.2 Final Acceptance. 22
The Work will be complete for Final Acceptance within _350_ working days after the date 23
when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24
City Conditions of the Construction Contract for Developer Awarded Projects. 25
3.3 Liquidated damages 26
Contractor recognizes that time is of the essence of this Agreement and that Developer 27
will suffer financial loss if the Work is not completed within the times specified in 28
Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29
the Standard City Conditions of the Construction Contract for Developer Awarded 30
Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31
proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32
completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 33
that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34
Developer Five Hundred dollars ($500.00) for each day that expires after the time 35
specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 36
Acceptance. 37
4/25/2022
Eleven Million, Three Hundred Fifty Thousand,
Nine Hundred Eighty Four and No/100----------
00 52 43 - 3
Developer Awarded Project Agreement
Page 3 of 4
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No 103479
Revised June 16, 2016
Article 6. INDEMNIFICATION 77
6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 78
expense, the city, its officers, servants and employees, from and against any and all 79
claims arising out of, or alleged to arise out of, the work and services to be performed 80
by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 81
under this contract. This indemnification provision is specifically intended to operate 82
and be effective even if it is alleged or proven that all or some of the damages being 83
sought were caused, in whole or in part, by any act, omission or negligence of the city. 84
This indemnity provision is intended to include, without limitation, indemnity for 85
costs, expenses and legal fees incurred by the city in defending against such claims and 86
causes of actions. 87
88
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 89
the city, its officers, servants and employees, from and against any and all loss, damage 90
or destruction of property of the city, arising out of, or alleged to arise out of, the work 91
and services to be performed by the contractor, its officers, agents, employees, 92
subcontractors, licensees or invitees under this contract. This indemnification 93
provision is specifically intended to operate and be effective even if it is alleged or 94
proven that all or some of the damages being sought were caused, in whole or in part, 95
by any act, omission or negligence of the city. 96
97
Article 7. MISCELLANEOUS 98
7.1 Terms. 99
Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 100
the Construction Contract for Developer Awarded Projects. 101
7.2 Assignment of Contract. 102
This Agreement, including all of the Contract Documents may not be assigned by the 103
Contractor without the advanced express written consent of the Developer. 104
7.3 Successors and Assigns. 105
Developer and Contractor each binds itself, its partners, successors, assigns and legal 106
representatives to the other party hereto, in respect to all covenants, agreements and 107
obligations contained in the Contract Documents. 108
7.4 Severability. 109
Any provision or part of the Contract Documents held to be unconstitutional, void or 110
unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 111
remaining provisions shall continue to be valid and binding upon DEVELOPER and 112
CONTRACTOR. 113
7.5 Governing Law and Venue. 114
This Agreement, including all of the Contract Documents is performable in the State of 115
Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 116
Northern District of Texas, Fort Worth Division. 117
DocuSign Envelope ID: 9192BF36-7FBE-43C5-A5B9-06C9C15B6851
GBTM Sendera LLC
Bobby Samuel
Development Manager
4/25/2022 4/25/2022
25th April 22
25th
April 22
25th April 22
25th
April 22
25th April 22
00 62 19 - 2
MAINTENANCE BOND
Page 2 of 3
CITY OF FORT WORTH Madero Phase 1
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised January 31, 2012
WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 1
upon receiving notice from the Developer and/or City of the need thereof at any time within the 2
Maintenance Period. 3
4
NOW THEREFORE, the condition of this obligation is such that if Principal shall 5
remedy any defective Work, for which timely notice was provided by Developer or City, to a 6
completion satisfactory to the City, then this obligation shall become null and void; otherwise to 7
remain in full force and effect. 8
9
PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 10
noticed defective Work, it is agreed that the Developer or City may cause any and all such 11
defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 12
by the Principal and the Surety under this Maintenance Bond; and 13
14
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 15
Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 16
Worth Division; and 17
18
PROVIDED FURTHER, that this obligation shall be continuous in nature and 19
successive recoveries may be had hereon for successive breaches. 20
21
22
23
25th
April 22
POWER OF ATTORNEY
BERKLEY INSURANCE COMPANY
WILMINGTON, DELAWARE
No. BI-7280j-el
NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully.
KNOW ALL MEN BY THESE PRESENTS, that BERKI,EY INSURANCE COMPANY (the "Company"), a corporation duly
organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted
and appointed, and does by these presents make, constitute and appoint: Ricardo J. Reyna; Don E. Cornell; Sophinie Hunter;
Rabbi Morales; Kelly A. Westbrook; Tina McEwan; Joshua A. Saunders; or Tanie Petranek of Aon Risk Services Southwest,
Inc. of Dallas, TX its true and lawful Attorney-in-Fact, to sign its name as surety only as delineated below and to execute, seal,
acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that
no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such bonds
had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own
proper persons.
This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware,
without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following
resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010:
RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chairman of the Board, Chief
Executive Offcer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant
Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein
to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the
corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such
attorney-in-fact and revoke any power of attorney previously granted; and further
RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances,
or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the
manner and to the extent therein stated; and further
RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and
further
RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any
power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or
other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as
though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any
person or persons who shall have been such officer or o�icers of the Company, notwithstanding the fact that they may have
ceased to be such at the time when such instruments shall be issued.
Il�i WTINESS WHEREOF, the Company has caused t�ese preser�ts to.be siened and attested by its appropriate officers and ifs
eorporate sealbezow�tc+ af%ed this 2nd day of .lune — 2ozo .
`�s ��� � Atiest ' $er1c1� ' Insurance Company
�..
� ��,�,� . °3', �y " �Y � , ! �,,i
� �`�'�'"'�I': ?j L- _. �d�rtnau 3c ���� after �
�s75 ::
�E�,� ' Executiive Vice Presidant & 5earetary Scni � rc� resident
.�
SiATE OF CO?V1�iECTICUT )
) ss:
COifi'TX OF FAxRF�ELD )
Sworn to hefore me, a Notary Public in thc State af Connectic�rt, this 2nd day af .lune , 2020 , by Ira S. Ledercnan
and Jeffirs� M. Hafter who are sworn to me to be the �xt�cutive Vice President� Secretary, and t Senior Vice Presiflen#,
resp�ectively, of Bcrklay Ias�sance Coffipany_ �;aA�v au���'ic� � , ,�
conm�ecricur t�. --��c.�--
+�r co��� ��z�p��es -. atazy l'ublic, State of Gouneciicut
C�RTIFICATE
�, fii�c �inde�rsitgned, A.ssistant Secretary ofBBRKLEY Ih'SLfRANCE COMPANY, DU I�EREBY CER'iIFY that'ti�iv fo�egamg is a
true, corceat aad oompleie c.�py of the original Power of Attamey; tha3 said Povver of Attomey bas not been re�oked or rescin�eci
an��auc�,ori.ty of tiae A'ttornsyan-F'sct set forPh therem, wha eacecute�i t7�e bond os under�aug to which tf�i� power of
t�Rnh� -
��*�1iu. ��- .�' hec� is in full force and a�'ect as of this date.
`'° •�" t''� '� �i. ;:zn der my hand and seal of �e Company, Fhis day of
� � ����.�I� . z ,
m 7975 :' 'c
°�'iawa'�� Vincent P. F�zte � �
IMPORTANT NOTICE
Ta obtafn information or make a compiaint:
You may cafi Berkley Surety Group�, LLG and i#s affiliates by
telephone for infr�rma�ion or #a make a complaint:
SERKLEY SURETY GRUUP, LLC
Please send ali notices flf ciairn on this bond to�
Serktey Surety Group, LLC
{86f j 768-3534
412 Mour�t Kemble Avenu�, Suite 3"ION
IV�orrisiow�t, l��t Q79��
Attn: Sur+ety Claims Department
You may contact #he Texas Qepartmen� flf lnsurance to ob#ain
in#ormation on Gompanies, caverages, rights or camp{aints at:
1-800-252-3439
Y�u may wriCe the Texas �epar�mertt of insuran�e:
P. Cy. Box 449104
iAustin, TX 78714-94a4
Fax: �512� �75-9 771
�V@�7: �1��iiV1/WW.�Cii.S�i1'�t'..�X.11S
E-mail: �vnsum�rPr�►#ecti�n�tdi.s#ate.tx.us
PREMlUM QFi CLAlM �1SPUTE�:
Shouid you have a dispute �ot�cerning yaur premium flr abaut a claim
yv� should contact your agent or Berkiey S�urety Group, LLC fi�~st. i�
the dispute is not resotved, yau may contact the Texas Department of
insurance.
ATTA�H THIS NOTICE T� Y�UR BONQ:
This notice is for information onty and does nat beeome a part or
condition of the at�ached document and is grven to compty with Texas
tegat ar�d regu(a#ory requir+�m�n#s.
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.
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30. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights-of-way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32. Specifications—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto.
Specifications may be specifically made a part of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00) of each Project.
33. Standard City Conditions – That part of the Contract Documents setting forth requirements
of the City.
34. Subcontractor—An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
35. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent – The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions—That part of the Contract Documents which amends or
supplements the General Conditions.
38. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
40. Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
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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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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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1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City’s written interpretation or clarification.
ARTICLE 4 – BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor’s obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
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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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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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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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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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way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at-grade crossing, other work or activity is
proposed on a railroad company’s right-of-way at a location entirely separate from the
grade separation or at-grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company’s
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company’s property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor’s beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
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Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor’s representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City’s written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
5.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
and the General Requirements as it may be adjusted from time to time as provided below.
1.Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2.Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made by participating change orders.
5.05 Substitutes and “Or-Equals”
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or “or-equal” item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1.“Or-Equal” Items: If in City’s sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an “or-equal” item, in which
case review and approval of the proposed item may, in City’s sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a.City determines that:
1)it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
2)it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3)it has a proven record of performance and availability of responsive service; and
b.Contractor certifies that, if approved and incorporated into the Work:
1)there will be no increase in cost to the City or increase in Contract Time; and
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2)it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2.Substitute Items:
a.If in City’s sole discretion an item of material or equipment proposed by Contractor does
not qualify as an “or-equal” item under Paragraph 5.05.A.1, it may be submitted as a
proposed substitute item.
b.Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c.Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 01 25 00 and:
1)shall certify that the proposed substitute item will:
i.perform adequately the functions and achieve the results called for by the general
design;
ii.be similar in substance to that specified;
iii.be suited to the same use as that specified; and
2)will state:
i.the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor’s achievement of final completion on time;
ii.whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
iii.whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3)will identify:
i.all variations of the proposed substitute item from that specified;
ii.available engineering, sales, maintenance, repair, and replacement services; and
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4)shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 5.05.A.2.
C. City’s Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents.
F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or
“or-equal” at Contractor’s expense.
G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre-qualification
5.07 Concerning Subcontractors, Suppliers, and Others
A. Minority and Women Owned Business Enterprise Compliance:
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Required for this Contract.
(Check this box if there is any City Participation)
Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City’s MWBE Ordinance (as amended) by the following:
1.Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2.Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3.Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract
Documents:
1.shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2.shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
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Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.08 Wage Rates
Required for this Contract.
Not Required for this Contract.
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the
City’s determination that there is good cause to believe the Contractor or Subcontractor has
violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or
claimants as the difference between wages paid and wages due under the prevailing wage rates,
such amounts being subtracted from successive progress payments pending a final determination
of the violation.
D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the 11th day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
X
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occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor’s responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor’s obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
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other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as
the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the
written notice (by letter or electronic communication), and shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
5.12 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor
and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated
to show changes made during construction. These record documents together with all approved
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Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
5.13 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City’s safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor’s safety program, if any,
with which City’s employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
5.14 Safety Representative
Contractor shall inform City in writing of Contractor’s designated safety representative at the Site.
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5.15 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or
among employers in accordance with Laws or Regulations.
5.16 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 5.16.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 5.16.C.
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City’s review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City’s Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City’s review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
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2. City’s review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and
acceptance of a separate item as such will not indicate approval of the assembly in which the
item functions.
3. City’s review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City’s review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
5.17 Contractor’s General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor’s warranty and guarantee.
B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
2. normal wear and tear under normal usage.
C. Contractor’s obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor’s obligation to
perform the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City or Developer of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
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7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.B. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
City, its officers, servants and employees, from and against any and all claims arising out of, or
alleged to arise out of, the work and services to be performed by the Contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this Contract. THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY
ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor’s responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional’s written approval when
submitted to City.
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C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.19, City’s review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance
and design criteria given and the design concept expressed in the Contract Documents. City’s
review and acceptance of Submittals (except design calculations and design drawings) will be
only for the purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing City funds
B. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
5.21 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
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ARTICLE 6 – OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City’s employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City’s employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C. If the proper execution or results of any part of Contractor’s Work depends upon work
performed by others under this Article 7, Contractor shall inspect such other work and promptly
report to City in writing any delays, defects, or deficiencies in such other work that render it
unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s
failure to so report will constitute an acceptance of such other work as fit and proper for
integration with Contractor’s Work except for latent defects in the work provided by others.
ARTICLE 7 – CITY’S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City’s Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor’s failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
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7.03 Compliance with Safety Program
While at the Site, City’s employees and representatives shall comply with the specific applicable
requirements of Contractor’s safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City’s Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City’s representative during construction are
set forth in the Contract Documents.
A. City’s Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor’s executed Work. Based on
information obtained during such visits and observations, City’s Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City’s Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City’s Project Representative’s efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City’s Project Representative’s visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City’s Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City’s Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 28 of 35
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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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 29 of 35
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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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 30 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s
expense.
11.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City’s special warranty and
guarantee, if any, on said Work.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
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Page 31 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor’s use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City’s written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor’s obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor’s services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants,
employees, and City’s other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City’s rights and remedies under this
Paragraph 11.09.
ARTICLE 12 – COMPLETION
12.01 Contractor’s Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor’s
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
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Page 33 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 Final Acceptance
A. Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2. consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5. after all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor’s
insurance provider for resolution.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 – SUSPENSION OF WORK
13.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 – MISCELLANEOUS
14.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
14.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
01 11 00 - 1
DAP SUMMARY OF WORK
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CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 103479
Revised December 20, 2012
SECTION 01 11 00 1
SUMMARY OF WORK 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Summary of Work to be performed in accordance with the Contract Documents 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10
2. Division 1 - General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Work Covered by Contract Documents 18
1. Work is to include furnishing all labor, materials, and equipment, and performing 19
all Work necessary for this construction project as detailed in the Drawings and 20
Specifications. 21
B. Subsidiary Work 22
1. Any and all Work specifically governed by documentary requirements for the 23
project, such as conditions imposed by the Drawings or Contract Documents in 24
which no specific item for bid has been provided for in the Proposal and the item is 25
not a typical unit bid item included on the standard bid item list, then the item shall 26
be considered as a subsidiary item of Work, the cost of which shall be included in 27
the price bid in the Proposal for various bid items. 28
C. Use of Premises 29
1. Coordinate uses of premises under direction of the City. 30
2. Assume full responsibility for protection and safekeeping of materials and 31
equipment stored on the Site. 32
3. Use and occupy only portions of the public streets and alleys, or other public places 33
or other rights-of-way as provided for in the ordinances of the City, as shown in the 34
Contract Documents, or as may be specifically authorized in writing by the City. 35
a. A reasonable amount of tools, materials, and equipment for construction 36
purposes may be stored in such space, but no more than is necessary to avoid 37
delay in the construction operations. 38
01 11 00 - 2
DAP SUMMARY OF WORK
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CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 103479
Revised December 20, 2012
b. Excavated and waste materials shall be stored in such a way as not to interfere 1
with the use of spaces that may be designated to be left free and unobstructed 2
and so as not to inconvenience occupants of adjacent property. 3
c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4
manner as not to interfere with the operation of the railroad. 5
1) All Work shall be in accordance with railroad requirements set forth in 6
Division 0 as well as the railroad permit. 7
D. Work within Easements 8
1. Do not enter upon private property for any purpose without having previously 9
obtained permission from the owner of such property. 10
2. Do not store equipment or material on private property unless and until the 11
specified approval of the property owner has been secured in writing by the 12
Contractor and a copy furnished to the City. 13
3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14
obstructions which must be removed to make possible proper prosecution of the 15
Work as a part of the project construction operations. 16
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 17
lawns, fences, culverts, curbing, and all other types of structures or improvements, 18
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 19
appurtenances thereof, including the construction of temporary fences and to all 20
other public or private property adjacent to the Work. 21
5. Notify the proper representatives of the owners or occupants of the public or private 22
lands of interest in lands which might be affected by the Work. 23
a. Such notice shall be made at least 48 hours in advance of the beginning of the 24
Work. 25
b. Notices shall be applicable to both public and private utility companies and any 26
corporation, company, individual, or other, either as owners or occupants, 27
whose land or interest in land might be affected by the Work. 28
c. Be responsible for all damage or injury to property of any character resulting 29
from any act, omission, neglect, or misconduct in the manner or method or 30
execution of the Work, or at any time due to defective work, material, or 31
equipment. 32
6. Fence 33
a. Restore all fences encountered and removed during construction of the Project 34
to the original or a better than original condition. 35
b. Erect temporary fencing in place of the fencing removed whenever the Work is 36
not in progress and when the site is vacated overnight, and/or at all times to 37
provide site security. 38
c. The cost for all fence work within easements, including removal, temporary 39
closures and replacement, shall be subsidiary to the various items bid in the 40
project proposal, unless a bid item is specifically provided in the proposal. 41
01 11 00 - 3
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CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 103479
Revised December 20, 2012
1.5 SUBMITTALS [NOT USED] 1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.7 CLOSEOUT SUBMITTALS [NOT USED] 3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.9 QUALITY ASSURANCE [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
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DAP SUBSTITUTION PROCEDURES
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CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised August 30, 2013
SECTION 01 25 00 1
SUBSTITUTION PROCEDURES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedure for requesting the approval of substitution of a product that is not 6
equivalent to a product which is specified by descriptive or performance criteria or 7
defined by reference to 1 or more of the following: 8
a. Name of manufacturer 9
b. Name of vendor 10
c. Trade name 11
d. Catalog number 12
2. Substitutions are not "or-equals". 13
B. Deviations from this City of Fort Worth Standard Specification 14
1. None. 15
C. Related Specification Sections include, but are not necessarily limited to: 16
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 17
2. Division 1 – General Requirements 18
1.2 PRICE AND PAYMENT PROCEDURES 19
A. Measurement and Payment 20
1. Work associated with this Item is considered subsidiary to the various items bid. No 21
separate payment will be allowed for this Item. 22
1.3 REFERENCES [NOT USED] 23
1.4 ADMINISTRATIVE REQUIREMENTS 24
A. Request for Substitution - General 25
1. Within 30 days after award of Contract (unless noted otherwise), the City will 26
consider formal requests from Contractor for substitution of products in place of 27
those specified. 28
2. Certain types of equipment and kinds of material are described in Specifications by 29
means of references to names of manufacturers and vendors, trade names, or catalog 30
numbers. 31
a. When this method of specifying is used, it is not intended to exclude from 32
consideration other products bearing other manufacturer's or vendor's names, 33
trade names, or catalog numbers, provided said products are "or-equals," as 34
determined by City. 35
3. Other types of equipment and kinds of material may be acceptable substitutions 36
under the following conditions: 37
a. Or-equals are unavailable due to strike, discontinued production of products 38
meeting specified requirements, or other factors beyond control of Contractor; 39
or, 40
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CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised August 30, 2013
b. Contractor proposes a cost and/or time reduction incentive to the City. 1
1.5 SUBMITTALS 2
A. See Request for Substitution Form (attached) 3
B. Procedure for Requesting Substitution 4
1. Substitution shall be considered only: 5
a. After award of Contract 6
b. Under the conditions stated herein 7
2. Submit 3 copies of each written request for substitution, including: 8
a. Documentation 9
1) Complete data substantiating compliance of proposed substitution with 10
Contract Documents 11
2) Data relating to changes in construction schedule, when a reduction is 12
proposed 13
3) Data relating to changes in cost 14
b. For products 15
1) Product identification 16
a) Manufacturer's name 17
b) Telephone number and representative contact name 18
c) Specification Section or Drawing reference of originally specified 19
product, including discrete name or tag number assigned to original 20
product in the Contract Documents 21
2) Manufacturer's literature clearly marked to show compliance of proposed 22
product with Contract Documents 23
3) Itemized comparison of original and proposed product addressing product 24
characteristics including, but not necessarily limited to: 25
a) Size 26
b) Composition or materials of construction 27
c) Weight 28
d) Electrical or mechanical requirements 29
4) Product experience 30
a) Location of past projects utilizing product 31
b) Name and telephone number of persons associated with referenced 32
projects knowledgeable concerning proposed product 33
c) Available field data and reports associated with proposed product 34
5) Samples 35
a) Provide at request of City. 36
b) Samples become the property of the City. 37
c. For construction methods: 38
1) Detailed description of proposed method 39
2) Illustration drawings 40
C. Approval or Rejection 41
1. Written approval or rejection of substitution given by the City 42
2. City reserves the right to require proposed product to comply with color and pattern 43
of specified product if necessary to secure design intent. 44
3. In the event the substitution is approved, if a reduction in cost or time results, it will 45
be documented by Change Order. 46
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CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised August 30, 2013
4. Substitution will be rejected if: 1
a. Submittal is not through the Contractor with his stamp of approval 2
b. Request is not made in accordance with this Specification Section 3
c. In the Developer’s opinion, acceptance will require substantial revision of the 4
original design 5
d. In the City’s or Developer’s opinion, substitution will not perform adequately 6
the function consistent with the design intent 7
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 8
1.7 CLOSEOUT SUBMITTALS [NOT USED] 9
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10
1.9 QUALITY ASSURANCE 11
A. In making request for substitution or in using an approved product, the Contractor 12
represents that the Contractor: 13
1. Has investigated proposed product, and has determined that it is adequate or 14
superior in all respects to that specified, and that it will perform function for which it 15
is intended 16
2. Will provide same guarantee for substitute item as for product specified 17
3. Will coordinate installation of accepted substitution into Work, to include building 18
modifications if necessary, making such changes as may be required for Work to be 19
complete in all respects 20
4. Waives all claims for additional costs related to substitution which subsequently 21
arise 22
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 23
1.11 FIELD [SITE] CONDITIONS [NOT USED] 24
1.12 WARRANTY [NOT USED] 25
PART 2 - PRODUCTS [NOT USED] 26
PART 3 - EXECUTION [NOT USED] 27
END OF SECTION 28
Revision Log
DATE NAME SUMMARY OF CHANGE
29
01 25 00 - 4
DAP SUBSTITUTION PROCEDURES
Page 4 of 4
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised August 30, 2013
EXHIBIT A 1
REQUEST FOR SUBSTITUTION FORM: 2
3
TO: 4
PROJECT: DATE: 5
We hereby submit for your consideration the following product instead of the specified item for 6
the above project: 7
SECTION PARAGRAPH SPECIFIED ITEM 8
9
Proposed Substitution: 10
Reason for Substitution: 11
Include complete information on changes to Drawings and/or Specifications which proposed 12
substitution will require for its proper installation. 13
14
Fill in Blanks Below: 15
A. Will the undersigned contractor pay for changes to the building design, including engineering 16
and detailing costs caused by the requested substitution? 17
18
19
B. What effect does substitution have on other trades? 20
21
22
C. Differences between proposed substitution and specified item? 23
24
25
D. Differences in product cost or product delivery time? 26
27
28
E. Manufacturer's guarantees of the proposed and specified items are: 29
30
Equal Better (explain on attachment) 31
The undersigned states that the function, appearance and quality are equivalent or superior to the 32
specified item. 33
Submitted By: For Use by City 34
35
Signature Recommended Recommended 36
as noted 37
38
Firm Not recommended Received late 39
Address By 40
Date 41
Date Remarks 42
Telephone 43
44
For Use by City: 45
46
Approved Rejected 47
City Date 48
01 31 19 - 1
DAP PRECONSTRUCTION MEETING
Page 1 of 3
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised August 30, 2013
SECTION 01 31 19 1
PRECONSTRUCTION MEETING 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Provisions for the preconstruction meeting to be held prior to the start of Work to 6
clarify construction contract administration procedures 7
B. Deviations from this City of Fort Worth Standard Specification 8
1. No construction schedule required unless requested by the City. 9
C. Related Specification Sections include, but are not necessarily limited to: 10
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 11
2. Division 1 – General Requirements 12
1.2 PRICE AND PAYMENT PROCEDURES 13
A. Measurement and Payment 14
1. Work associated with this Item is considered subsidiary to the various items bid. 15
No separate payment will be allowed for this Item. 16
1.3 REFERENCES [NOT USED] 17
1.4 ADMINISTRATIVE REQUIREMENTS 18
A. Coordination 19
1. Attend preconstruction meeting. 20
2. Representatives of Contractor, subcontractors and suppliers attending meetings 21
shall be qualified and authorized to act on behalf of the entity each represents. 22
3. Meeting administered by City may be tape recorded. 23
a. If recorded, tapes will be used to prepare minutes and retained by City for 24
future reference. 25
B. Preconstruction Meeting 26
1. A preconstruction meeting will be held within 14 days after the delivery of the 27
distribution package to the City. 28
a. The meeting will be scheduled and administered by the City. 29
2. The Project Representative will preside at the meeting, prepare the notes of the 30
meeting and distribute copies of same to all participants who so request by fully 31
completing the attendance form to be circulated at the beginning of the meeting. 32
3. Attendance shall include: 33
a. Developer and Consultant 34
b. Contractor's project manager 35
c. Contractor's superintendent 36
d. Any subcontractor or supplier representatives whom the Contractor may desire 37
to invite or the City may request 38
01 31 19 - 2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised August 30, 2013
1
2
3
4
5
6
7
8
9
10
11
12
e. Other City representatives 13
f. Others as appropriate 14
4. Preliminary Agenda may include: 15
a. Introduction of Project Personnel 16
b. General Description of Project 17
c. Status of right-of-way, utility clearances, easements or other pertinent permits 18
d. Contractor’s work plan and schedule 19
e. Contract Time 20
f. Notice to Proceed 21
g. Construction Staking 22
h. Progress Payments 23
i. Extra Work and Change Order Procedures 24
j. Field Orders 25
k. Disposal Site Letter for Waste Material 26
l. Insurance Renewals 27
m. Payroll Certification 28
n. Material Certifications and Quality Control Testing 29
o. Public Safety and Convenience 30
p. Documentation of Pre-Construction Conditions 31
q. Weekend Work Notification 32
r. Legal Holidays 33
s. Trench Safety Plans 34
t. Confined Space Entry Standards 35
u. Coordination with the City’s representative for operations of existing water 36
systems 37
v. Storm Water Pollution Prevention Plan 38
w. Coordination with other Contractors 39
x. Early Warning System 40
y. Contractor Evaluation 41
z. Special Conditions applicable to the project 42
aa. Damages Claims 43
bb. Submittal Procedures 44
cc. Substitution Procedures 45
dd. Correspondence Routing 46
ee. Record Drawings 47
ff. Temporary construction facilities 48
gg. MBE/SBE procedures 49
hh. Final Acceptance 50
ii. Final Payment 51
01 31 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised August 30, 2013
jj. Questions or Comments 1
1.5 SUBMITTALS [NOT USED] 2
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3
1.7 CLOSEOUT SUBMITTALS [NOT USED] 4
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5
1.9 QUALITY ASSURANCE [NOT USED] 6
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7
1.11 FIELD [SITE] CONDITIONS [NOT USED] 8
1.12 WARRANTY [NOT USED] 9
PART 2 - PRODUCTS [NOT USED] 10
PART 3 - EXECUTION [NOT USED] 11
END OF SECTION 12
13
Revision Log
DATE NAME SUMMARY OF CHANGE
14
01 32 33 - 1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
SECTION 01 32 33
PRECONSTRUCTION VIDEO
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort Worth Standard Specification
1. Though not mandatory, it is highly recommended on infill developer projects.
C. 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]
Madero Phase 3
City Project No. 103480
Madero Phase 1
City Project No. 103479
01 32 33 - 2
DAP PRECONSTRUCTION VIDEO
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
Madero Phase 3
City Project No. 103480
Madero Phase 1
City Project No. 103479
01 33 00 - 1
DAP SUBMITTALS
Page 1 of 8
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised August 30, 2013
SECTION 01 33 00 1
DAP SUBMITTALS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. General methods and requirements of submissions applicable to the following 6
Work-related submittals: 7
a. Shop Drawings 8
b. Product Data (including Standard Product List submittals) 9
c. Samples 10
d. Mock Ups 11
B. Deviations from this City of Fort Worth Standard Specification 12
1. None. 13
C. Related Specification Sections include, but are not necessarily limited to: 14
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15
2. Division 1 – General Requirements 16
1.2 PRICE AND PAYMENT PROCEDURES 17
A. Measurement and Payment 18
1. Work associated with this Item is considered subsidiary to the various items bid. 19
No separate payment will be allowed for this Item. 20
1.3 REFERENCES [NOT USED] 21
1.4 ADMINISTRATIVE REQUIREMENTS 22
A. Coordination 23
1. Notify the City in writing, at the time of submittal, of any deviations in the 24
submittals from the requirements of the Contract Documents. 25
2. Coordination of Submittal Times 26
a. Prepare, prioritize and transmit each submittal sufficiently in advance of 27
performing the related Work or other applicable activities, or within the time 28
specified in the individual Work Sections, of the Specifications. 29
b. Contractor is responsible such that the installation will not be delayed by 30
processing times including, but not limited to: 31
a) Disapproval and resubmittal (if required) 32
b) Coordination with other submittals 33
c) Testing 34
d) Purchasing 35
e) Fabrication 36
f) Delivery 37
g) Similar sequenced activities 38
c. No extension of time will be authorized because of the Contractor's failure to 39
transmit submittals sufficiently in advance of the Work. 40
01 33 00 - 2
DAP SUBMITTALS
Page 2 of 8
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised August 30, 2013
d. Make submittals promptly in accordance with approved schedule, and in such 1
sequence as to cause no delay in the Work or in the work of any other 2
contractor. 3
B. Submittal Numbering 4
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-5
reference identification numbering system in the following manner: 6
a. Use the first 6 digits of the applicable Specification Section Number. 7
b. For the next 2 digits number use numbers 01-99 to sequentially number each 8
initial separate item or drawing submitted under each specific Section number. 9
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 10
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 11
submittal number would be as follows: 12
13
03 30 00-08-B 14
15
1) 03 30 00 is the Specification Section for Concrete 16
2) 08 is the eighth initial submittal under this Specification Section 17
3) B is the third submission (second resubmission) of that particular shop 18
drawing 19
C. Contractor Certification 20
1. Review shop drawings, product data and samples, including those by 21
subcontractors, prior to submission to determine and verify the following: 22
a. Field measurements 23
b. Field construction criteria 24
c. Catalog numbers and similar data 25
d. Conformance with the Contract Documents 26
2. Provide each shop drawing, sample and product data submitted by the Contractor 27
with a Certification Statement affixed including: 28
a. The Contractor's Company name 29
b. Signature of submittal reviewer 30
c. Certification Statement 31
1) “By this submittal, I hereby represent that I have determined and verified 32
field measurements, field construction criteria, materials, dimensions, 33
catalog numbers and similar data and I have checked and coordinated each 34
item with other applicable approved shop drawings." 35
D. Submittal Format 36
1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches. 37
2. Bind shop drawings and product data sheets together. 38
3. Order 39
a. Cover Sheet 40
1) Description of Packet 41
2) Contractor Certification 42
b. List of items / Table of Contents 43
c. Product Data /Shop Drawings/Samples /Calculations 44
E. Submittal Content 45
1. The date of submission and the dates of any previous submissions 46
01 33 00 - 3
DAP SUBMITTALS
Page 3 of 8
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised August 30, 2013
2. The Project title and number 1
3. Contractor identification 2
4. The names of: 3
a. Contractor 4
b. Supplier 5
c. Manufacturer 6
5. Identification of the product, with the Specification Section number, page and 7
paragraph(s) 8
6. Field dimensions, clearly identified as such 9
7. Relation to adjacent or critical features of the Work or materials 10
8. Applicable standards, such as ASTM or Federal Specification numbers 11
9. Identification by highlighting of deviations from Contract Documents 12
10. Identification by highlighting of revisions on resubmittals 13
11. An 8-inch x 3-inch blank space for Contractor and City stamps 14
F. Shop Drawings 15
1. As specified in individual Work Sections includes, but is not necessarily limited to: 16
a. Custom-prepared data such as fabrication and erection/installation (working) 17
drawings 18
b. Scheduled information 19
c. Setting diagrams 20
d. Actual shopwork manufacturing instructions 21
e. Custom templates 22
f. Special wiring diagrams 23
g. Coordination drawings 24
h. Individual system or equipment inspection and test reports including: 25
1) Performance curves and certifications 26
i. As applicable to the Work 27
2. Details 28
a. Relation of the various parts to the main members and lines of the structure 29
b. Where correct fabrication of the Work depends upon field measurements 30
1) Provide such measurements and note on the drawings prior to submitting 31
for approval. 32
G. Product Data 33
1. For submittals of product data for products included on the City’s Standard Product 34
List, clearly identify each item selected for use on the Project. 35
2. For submittals of product data for products not included on the City’s Standard 36
Product List, submittal data may include, but is not necessarily limited to: 37
a. Standard prepared data for manufactured products (sometimes referred to as 38
catalog data) 39
1) Such as the manufacturer's product specification and installation 40
instructions 41
2) Availability of colors and patterns 42
3) Manufacturer's printed statements of compliances and applicability 43
4) Roughing-in diagrams and templates 44
5) Catalog cuts 45
6) Product photographs 46
01 33 00 - 4
DAP SUBMITTALS
Page 4 of 8
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised August 30, 2013
7) Standard wiring diagrams 1
8) Printed performance curves and operational-range diagrams 2
9) Production or quality control inspection and test reports and certifications 3
10) Mill reports 4
11) Product operating and maintenance instructions and recommended 5
spare-parts listing and printed product warranties 6
12) As applicable to the Work 7
H. Samples 8
1. As specified in individual Sections, include, but are not necessarily limited to: 9
a. Physical examples of the Work such as: 10
1) Sections of manufactured or fabricated Work 11
2) Small cuts or containers of materials 12
3) Complete units of repetitively used products color/texture/pattern swatches 13
and range sets 14
4) Specimens for coordination of visual effect 15
5) Graphic symbols and units of Work to be used by the City for independent 16
inspection and testing, as applicable to the Work 17
I. Do not start Work requiring a shop drawing, sample or product data nor any material to 18
be fabricated or installed prior to the approval or qualified approval of such item. 19
1. Fabrication performed, materials purchased or on-site construction accomplished 20
which does not conform to approved shop drawings and data is at the Contractor's 21
risk. 22
2. The City will not be liable for any expense or delay due to corrections or remedies 23
required to accomplish conformity. 24
3. Complete project Work, materials, fabrication, and installations in conformance 25
with approved shop drawings, applicable samples, and product data. 26
J. Submittal Distribution 27
1. Electronic Distribution 28
a. Confirm development of Project directory for electronic submittals to be 29
uploaded to City’s Buzzsaw site, or another external FTP site approved by the 30
City. 31
b. Shop Drawings 32
1) Upload submittal to designated project directory and notify appropriate 33
City representatives via email of submittal posting. 34
2) Hard Copies 35
a) 3 copies for all submittals 36
b) If Contractor requires more than 1 hard copy of Shop Drawings 37
returned, Contractor shall submit more than the number of copies listed 38
above. 39
c. Product Data 40
1) Upload submittal to designated project directory and notify appropriate 41
City representatives via email of submittal posting. 42
2) Hard Copies 43
a) 3 copies for all submittals 44
d. Samples 45
1) Distributed to the Project Representative 46
2. Hard Copy Distribution (if required in lieu of electronic distribution) 47
01 33 00 - 5
DAP SUBMITTALS
Page 5 of 8
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised August 30, 2013
a. Shop Drawings 1
1) Distributed to the City 2
2) Copies 3
a) 8 copies for mechanical submittals 4
b) 7 copies for all other submittals 5
c) If Contractor requires more than 3 copies of Shop Drawings returned, 6
Contractor shall submit more than the number of copies listed above. 7
b. Product Data 8
1) Distributed to the City 9
2) Copies 10
a) 4 copies 11
c. Samples 12
1) Distributed to the Project Representative 13
2) Copies 14
a) Submit the number stated in the respective Specification Sections. 15
3. Distribute reproductions of approved shop drawings and copies of approved 16
product data and samples, where required, to the job site file and elsewhere as 17
directed by the City. 18
a. Provide number of copies as directed by the City but not exceeding the number 19
previously specified. 20
K. Submittal Review 21
1. The review of shop drawings, data and samples will be for general conformance 22
with the design concept and Contract Documents. This is not to be construed as: 23
a. Permitting any departure from the Contract requirements 24
b. Relieving the Contractor of responsibility for any errors, including details, 25
dimensions, and materials 26
c. Approving departures from details furnished by the City, except as otherwise 27
provided herein 28
2. The review and approval of shop drawings, samples or product data by the City 29
does not relieve the Contractor from his/her responsibility with regard to the 30
fulfillment of the terms of the Contract. 31
a. All risks of error and omission are assumed by the Contractor, and the City will 32
have no responsibility therefore. 33
3. The Contractor remains responsible for details and accuracy, for coordinating the 34
Work with all other associated work and trades, for selecting fabrication processes, 35
for techniques of assembly and for performing Work in a safe manner. 36
4. If the shop drawings, data or samples as submitted describe variations and show a 37
departure from the Contract requirements which City finds to be in the interest of 38
the City and to be so minor as not to involve a change in Contract Price or time for 39
performance, the City may return the reviewed drawings without noting an 40
exception. 41
5. Submittals will be returned to the Contractor under 1 of the following codes: 42
a. Code 1 43
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 44
comments on the submittal. 45
a) When returned under this code the Contractor may release the 46
equipment and/or material for manufacture. 47
b. Code 2 48
01 33 00 - 6
DAP SUBMITTALS
Page 6 of 8
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised August 30, 2013
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 1
the notations and comments IS NOT required by the Contractor. 2
a) The Contractor may release the equipment or material for manufacture; 3
however, all notations and comments must be incorporated into the 4
final product. 5
c. Code 3 6
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 7
assigned when notations and comments are extensive enough to require a 8
resubmittal of the package. 9
a) The Contractor may release the equipment or material for manufacture; 10
however, all notations and comments must be incorporated into the 11
final product. 12
b) This resubmittal is to address all comments, omissions and 13
non-conforming items that were noted. 14
c) Resubmittal is to be received by the City within 15 Calendar Days of 15
the date of the City's transmittal requiring the resubmittal. 16
d. Code 4 17
1) "NOT APPROVED" is assigned when the submittal does not meet the 18
intent of the Contract Documents. 19
a) The Contractor must resubmit the entire package revised to bring the 20
submittal into conformance. 21
b) It may be necessary to resubmit using a different manufacturer/vendor 22
to meet the Contract Documents. 23
6. Resubmittals 24
a. Handled in the same manner as first submittals 25
1) Corrections other than requested by the City 26
2) Marked with revision triangle or other similar method 27
a) At Contractor’s risk if not marked 28
b. Submittals for each item will be reviewed no more than twice at the City’s 29
expense. 30
1) All subsequent reviews will be performed at times convenient to the City 31
and at the Contractor's expense, based on the City's or City 32
Representative’s then prevailing rates. 33
2) Provide Contractor reimbursement to the City within 30 Calendar Days for 34
all such fees invoiced by the City. 35
c. The need for more than 1 resubmission or any other delay in obtaining City's 36
review of submittals, will not entitle the Contractor to an extension of Contract 37
Time. 38
7. Partial Submittals 39
a. City reserves the right to not review submittals deemed partial, at the City’s 40
discretion. 41
b. Submittals deemed by the City to be not complete will be returned to the 42
Contractor, and will be considered "Not Approved" until resubmitted. 43
c. The City may at its option provide a list or mark the submittal directing the 44
Contractor to the areas that are incomplete. 45
8. If the Contractor considers any correction indicated on the shop drawings to 46
constitute a change to the Contract Documents, then written notice must be 47
provided thereof to the Developer at least 7 Calendar Days prior to release for 48
manufacture. 49
01 33 00 - 7
DAP SUBMITTALS
Page 7 of 8
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised August 30, 2013
9. When the shop drawings have been completed to the satisfaction of the City, the 1
Contractor may carry out the construction in accordance therewith and no further 2
changes therein except upon written instructions from the City. 3
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 4
following receipt of submittal by the City. 5
L. Mock ups 6
1. Mock Up units as specified in individual Sections, include, but are not necessarily 7
limited to, complete units of the standard of acceptance for that type of Work to be 8
used on the Project. Remove at the completion of the Work or when directed. 9
M. Qualifications 10
1. If specifically required in other Sections of these Specifications, submit a P.E. 11
Certification for each item required. 12
N. Request for Information (RFI) 13
1. Contractor Request for additional information 14
a. Clarification or interpretation of the contract documents 15
b. When the Contractor believes there is a conflict between Contract Documents 16
c. When the Contractor believes there is a conflict between the Drawings and 17
Specifications 18
1) Identify the conflict and request clarification 19
2. Sufficient information shall be attached to permit a written response without further 20
information. 21
22
23
24
25
1.5 SUBMITTALS [NOT USED] 26
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27
1.7 CLOSEOUT SUBMITTALS [NOT USED] 28
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29
1.9 QUALITY ASSURANCE [NOT USED] 30
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31
1.11 FIELD [SITE] CONDITIONS [NOT USED] 32
1.12 WARRANTY [NOT USED] 33
01 33 00 - 8
DAP SUBMITTALS
Page 8 of 8
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised August 30, 2013
PART 2 - PRODUCTS [NOT USED] 1
PART 3 - EXECUTION [NOT USED] 2
END OF SECTION 3
4
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
5
01 35 13 - 1
DAP SPECIAL PROJECT PROCEDURES
Page 1 of 7
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised August, 30, 2013
SECTION 01 35 13 1
SPECIAL PROJECT PROCEDURES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedures for special project circumstances that includes, but is not limited to: 6
a. Coordination with the Texas Department of Transportation 7
b. Work near High Voltage Lines 8
c. Confined Space Entry Program 9
d. Air Pollution Watch Days 10
e. Use of Explosives, Drop Weight, Etc. 11
f. Water Department Notification 12
g. Public Notification Prior to Beginning Construction 13
h. Coordination with United States Army Corps of Engineers 14
i. Coordination within Railroad permits areas 15
j. Dust Control 16
k. Employee Parking 17
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 40
01 35 13 - 2
DAP SPECIAL PROJECT PROCEDURES
Page 2 of 7
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised August, 30, 2013
b. All work performed in the TxDOT right-of-way shall be performed in 1
compliance with and subject to approval from the Texas Department of 2
Transportation 3
B. Work near High Voltage Lines 4
1. Regulatory Requirements 5
a. All Work near High Voltage Lines (more than 600 volts measured between 6
conductors or between a conductor and the ground) shall be in accordance with 7
Health and Safety Code, Title 9, Subtitle A, Chapter 752. 8
2. Warning sign 9
a. Provide sign of sufficient size meeting all OSHA requirements. 10
3. Equipment operating within 10 feet of high voltage lines will require the following 11
safety features 12
a. Insulating cage-type of guard about the boom or arm 13
b. Insulator links on the lift hook connections for back hoes or dippers 14
c. Equipment must meet the safety requirements as set forth by OSHA and the 15
safety requirements of the owner of the high voltage lines 16
4. Work within 6 feet of high voltage electric lines 17
a. Notification shall be given to: 18
1) The power company (example: ONCOR) 19
a) Maintain an accurate log of all such calls to power company and record 20
action taken in each case. 21
b. Coordination with power company 22
1) After notification coordinate with the power company to: 23
a) Erect temporary mechanical barriers, de-energize the lines, or raise or 24
lower the lines 25
c. No personnel may work within 6 feet of a high voltage line before the above 26
requirements have been met. 27
C. Confined Space Entry Program 28
1. Provide and follow approved Confined Space Entry Program in accordance with 29
OSHA requirements. 30
2. Confined Spaces include: 31
a. Manholes 32
b. All other confined spaces in accordance with OSHA’s Permit Required for 33
Confined Spaces 34
D. Use of Explosives, Drop Weight, Etc. 35
1. When Contract Documents permit on the project the following will apply: 36
a. Public Notification 37
1) Submit notice to City and proof of adequate insurance coverage, 24 hours 38
prior to commencing. 39
2) Minimum 24 hour public notification in accordance with Section 01 31 13 40
E. Water Department Coordination 41
1. During the construction of this project, it will be necessary to deactivate, for a 42
period of time, existing lines. The Contractor shall be required to coordinate with 43
the Water Department to determine the best times for deactivating and activating 44
those lines. 45
01 35 13 - 3
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CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised August, 30, 2013
2. Coordinate any event that will require connecting to or the operation of an existing 1
City water line system with the City’s representative. 2
a. Coordination shall be in accordance with Section 33 12 25. 3
b. If needed, obtain a hydrant water meter from the Water Department for use 4
during the life of named project. 5
c. In the event that a water valve on an existing live system be turned off and on 6
to accommodate the construction of the project is required, coordinate this 7
activity through the appropriate City representative. 8
1) Do not operate water line valves of existing water system. 9
a) Failure to comply will render the Contractor in violation of Texas Penal 10
Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 11
will be prosecuted to the full extent of the law. 12
b) In addition, the Contractor will assume all liabilities and 13
responsibilities as a result of these actions. 14
F. Public Notification Prior to Beginning Construction 15
1. Prior to beginning construction on any block in the project, on a block by block 16
basis, prepare and deliver a notice or flyer of the pending construction to the front 17
door of each residence or business that will be impacted by construction. The notice 18
shall be prepared as follows: 19
a. Post notice or flyer 7 days prior to beginning any construction activity on each 20
block in the project area. 21
1) Prepare flyer on the Contractor’s letterhead and include the following 22
information: 23
a) Name of Project 24
b) City Project No (CPN) 25
c) Scope of Project (i.e. type of construction activity) 26
d) Actual construction duration within the block 27
e) Name of the contractor’s foreman and phone number 28
f) Name of the City’s inspector and phone number 29
g) City’s after-hours phone number 30
2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit 31
A. 32
3) Submit schedule showing the construction start and finish time for each 33
block of the project to the inspector. 34
4) Deliver flyer to the City Inspector for review prior to distribution. 35
b. No construction will be allowed to begin on any block until the flyer is 36
delivered to all residents of the block. 37
G. Public Notification of Temporary Water Service Interruption during Construction 38
1. In the event it becomes necessary to temporarily shut down water service to 39
residents or businesses during construction, prepare and deliver a notice or flyer of 40
the pending interruption to the front door of each affected resident. 41
2. Prepared notice as follows: 42
a. The notification or flyer shall be posted 24 hours prior to the temporary 43
interruption. 44
b. Prepare flyer on the contractor’s letterhead and include the following 45
information: 46
1) Name of the project 47
2) City Project Number 48
01 35 13 - 4
DAP SPECIAL PROJECT PROCEDURES
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CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised August, 30, 2013
3) Date of the interruption of service 1
4) Period the interruption will take place 2
5) Name of the contractor’s foreman and phone number 3
6) Name of the City’s inspector and phone number 4
c. A sample of the temporary water service interruption notification is attached as 5
Exhibit B. 6
d. Deliver a copy of the temporary interruption notification to the City inspector 7
for review prior to being distributed. 8
e. No interruption of water service can occur until the flyer has been delivered to 9
all affected residents and businesses. 10
f. Electronic versions of the sample flyers can be obtained from the Project 11
Construction Inspector. 12
H. Coordination with United States Army Corps of Engineers (USACE) 13
1. At locations in the Project where construction activities occur in areas where 14
USACE permits are required, meet all requirements set forth in each designated 15
permit. 16
I. Coordination within Railroad Permit Areas 17
1. At locations in the project where construction activities occur in areas where 18
railroad permits are required, meet all requirements set forth in each designated 19
railroad permit. This includes, but is not limited to, provisions for: 20
a. Flagmen 21
b. Inspectors 22
c. Safety training 23
d. Additional insurance 24
e. Insurance certificates 25
f. Other employees required to protect the right-of-way and property of the 26
Railroad Company from damage arising out of and/or from the construction of 27
the project. Proper utility clearance procedures shall be used in accordance 28
with the permit guidelines. 29
2. Obtain any supplemental information needed to comply with the railroad’s 30
requirements. 31
J. Dust Control 32
1. Use acceptable measures to control dust at the Site. 33
a. If water is used to control dust, capture and properly dispose of waste water. 34
b. If wet saw cutting is performed, capture and properly dispose of slurry. 35
K. Employee Parking 36
1. Provide parking for employees at locations approved by the City. 37
01 35 13 - 5
DAP SPECIAL PROJECT PROCEDURES
Page 5 of 7
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised August, 30, 2013
1.4 SUBMITTALS [NOT USED] 1
1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.6 CLOSEOUT SUBMITTALS [NOT USED] 3
1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.8 QUALITY ASSURANCE [NOT USED] 5
1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.10 FIELD [SITE] CONDITIONS [NOT USED] 7
1.11 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
1.3.B – Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
13
01 35 13 - 6
DAP SPECIAL PROJECT PROCEDURES
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CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised August, 30, 2013
EXHIBIT A 1
(To be printed on Contractor’s Letterhead) 2
3
4
5
Date: 6
7
CPN No.: 8
Project Name: 9
Mapsco Location: 10
Limits of Construction: 11
12
13
14
15
16
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 17
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18
PROPERTY. 19
20
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 21
OF THIS NOTICE. 22
23
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24
ISSUE, PLEASE CALL: 25
26
27
Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.> 28
29
OR 30
31
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 32
33
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 34
35
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 36
37
01 35 13 - 7
DAP SPECIAL PROJECT PROCEDURES
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CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised August, 30, 2013
EXHIBIT B 1
2
3
4
01 45 23 - 1
DAP TESTING AND INSPECTION SERVICES
Page 1 of 2
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised March 20, 2020
SECTION 01 45 23 1
TESTING AND INSPECTION SERVICES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Testing and inspection services procedures and coordination 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various Items bid. 14
No separate payment will be allowed for this Item. 15
a. Contractor is responsible for performing, coordinating, and payment of all 16
Quality Control testing. 17
b. City is responsible for performing and payment for first set of Quality 18
Assurance testing. 19
1) If the first Quality Assurance test performed by the City fails, the 20
Contractor is responsible for payment of subsequent Quality Assurance 21
testing until a passing test occurs. 22
a) Final acceptance will not be issued by City until all required payments 23
for testing by Contractor have been paid in full. 24
1.3 REFERENCES [NOT USED] 25
1.4 ADMINISTRATIVE REQUIREMENTS 26
A. Testing 27
1. Complete testing in accordance with the Contract Documents. 28
2. Coordination 29
a. When testing is required to be performed by the City, notify City, sufficiently 30
in advance, when testing is needed. 31
b. When testing is required to be completed by the Contractor, notify City, 32
sufficiently in advance, that testing will be performed. 33
3. Distribution of Testing Reports 34
a. Electronic Distribution 35
1) Confirm development of Project directory for electronic submittals to be 36
uploaded to the City’s document management system, or another form of 37
distribution approved by the City. 38
01 45 23 - 2
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised March 20, 2020
2) Upload test reports to designated project directory and notify appropriate 1
City representatives via email of submittal posting. 2
3) Hard Copies 3
a) 1 copy for all submittals submitted to the Project Representative 4
b. Hard Copy Distribution (if required in lieu of electronic distribution) 5
1) Tests performed by City 6
a) Distribute 1 hard copy to the Contractor 7
2) Tests performed by the Contractor 8
a) Distribute 3 hard copies to City’s Project Representative 9
4. Provide City’s Project Representative with trip tickets for each delivered load of 10
Concrete or Lime material including the following information: 11
a. Name of pit 12
b. Date of delivery 13
c. Material delivered 14
B. Inspection 15
1. Inspection or lack of inspection does not relieve the Contractor from obligation to 16
perform work in accordance with the Contract Documents. 17
1.5 SUBMITTALS [NOT USED] 18
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 19
1.7 CLOSEOUT SUBMITTALS [NOT USED] 20
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 21
1.9 QUALITY ASSURANCE [NOT USED] 22
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 23
1.11 FIELD [SITE] CONDITIONS [NOT USED] 24
1.12 WARRANTY [NOT USED] 25
PART 2 - PRODUCTS [NOT USED] 26
PART 3 - EXECUTION [NOT USED] 27
END OF SECTION 28
29
Revision Log
DATE NAME SUMMARY OF CHANGE
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City’s document management system.
30
01 50 00 - 1
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised JULY 1, 2011
SECTION 01 50 00 1
TEMPORARY FACILITIES AND CONTROLS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Provide temporary facilities and controls needed for the Work including, but not 6
necessarily limited to: 7
a. Temporary utilities 8
b. Sanitary facilities 9
c. Storage Sheds and Buildings 10
d. Dust control 11
e. Temporary fencing of the construction site 12
B. Deviations from this City of Fort Worth Standard Specification 13
1. None. 14
C. Related Specification Sections include, but are not necessarily limited to: 15
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 16
2. Division 1 – General Requirements 17
1.2 PRICE AND PAYMENT PROCEDURES 18
A. Measurement and Payment 19
1. Work associated with this Item is considered subsidiary to the various Items bid. 20
No separate payment will be allowed for this Item. 21
1.3 REFERENCES [NOT USED] 22
1.4 ADMINISTRATIVE REQUIREMENTS 23
A. Temporary Utilities 24
1. Obtaining Temporary Service 25
a. Make arrangements with utility service companies for temporary services. 26
b. Abide by rules and regulations of utility service companies or authorities 27
having jurisdiction. 28
c. Be responsible for utility service costs until Work is approved for Final 29
Acceptance. 30
1) Included are fuel, power, light, heat and other utility services necessary for 31
execution, completion, testing and initial operation of Work. 32
2. Water 33
a. Contractor to provide water required for and in connection with Work to be 34
performed and for specified tests of piping, equipment, devices or other use as 35
required for the completion of the Work. 36
b. Provide and maintain adequate supply of potable water for domestic 37
consumption by Contractor personnel and City’s Project Representatives. 38
c. Coordination 39
1) Contact City 1 week before water for construction is desired 40
01 50 00 - 2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised JULY 1, 2011
d. Contractor Payment for Construction Water 1
1) Obtain construction water meter from City for payment as billed by City’s 2
established rates. 3
3. Electricity and Lighting 4
a. Provide and pay for electric powered service as required for Work, including 5
testing of Work. 6
1) Provide power for lighting, operation of equipment, or other use. 7
b. Electric power service includes temporary power service or generator to 8
maintain operations during scheduled shutdown. 9
4. Telephone 10
a. Provide emergency telephone service at Site for use by Contractor personnel 11
and others performing work or furnishing services at Site. 12
5. Temporary Heat and Ventilation 13
a. Provide temporary heat as necessary for protection or completion of Work. 14
b. Provide temporary heat and ventilation to assure safe working conditions. 15
B. Sanitary Facilities 16
1. Provide and maintain sanitary facilities for persons on Site. 17
a. Comply with regulations of State and local departments of health. 18
2. Enforce use of sanitary facilities by construction personnel at job site. 19
a. Enclose and anchor sanitary facilities. 20
b. No discharge will be allowed from these facilities. 21
c. Collect and store sewage and waste so as not to cause nuisance or health 22
problem. 23
d. Haul sewage and waste off-site at no less than weekly intervals and properly 24
dispose in accordance with applicable regulation. 25
3. Locate facilities near Work Site and keep clean and maintained throughout Project. 26
4. Remove facilities at completion of Project 27
C. Storage Sheds and Buildings 28
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 29
above ground level for materials and equipment susceptible to weather damage. 30
2. Storage of materials not susceptible to weather damage may be on blocks off 31
ground. 32
3. Store materials in a neat and orderly manner. 33
a. Place materials and equipment to permit easy access for identification, 34
inspection and inventory. 35
4. Equip building with lockable doors and lighting, and provide electrical service for 36
equipment space heaters and heating or ventilation as necessary to provide storage 37
environments acceptable to specified manufacturers. 38
5. Fill and grade site for temporary structures to provide drainage away from 39
temporary and existing buildings. 40
6. Remove building from site prior to Final Acceptance. 41
D. Temporary Fencing 42
1. Provide and maintain for the duration or construction when required in contract 43
documents 44
E. Dust Control 45
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised JULY 1, 2011
1. Contractor is responsible for maintaining dust control through the duration of the 1
project. 2
a. Contractor remains on-call at all times 3
b. Must respond in a timely manner 4
F. Temporary Protection of Construction 5
1. Contractor or subcontractors are responsible for protecting Work from damage due 6
to weather. 7
1.5 SUBMITTALS [NOT USED] 8
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9
1.7 CLOSEOUT SUBMITTALS [NOT USED] 10
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11
1.9 QUALITY ASSURANCE [NOT USED] 12
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13
1.11 FIELD [SITE] CONDITIONS [NOT USED] 14
1.12 WARRANTY [NOT USED] 15
PART 2 - PRODUCTS [NOT USED] 16
PART 3 - EXECUTION [NOT USED] 17
3.1 INSTALLERS [NOT USED] 18
3.2 EXAMINATION [NOT USED] 19
3.3 PREPARATION [NOT USED] 20
3.4 INSTALLATION 21
A. Temporary Facilities 22
1. Maintain all temporary facilities for duration of construction activities as needed. 23
3.5 [REPAIR] / [RESTORATION] 24
3.6 RE-INSTALLATION 25
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 26
3.8 SYSTEM STARTUP [NOT USED] 27
3.9 ADJUSTING [NOT USED] 28
3.10 CLEANING [NOT USED] 29
3.11 CLOSEOUT ACTIVITIES 30
A. Temporary Facilities 31
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised JULY 1, 2011
1. Remove all temporary facilities and restore area after completion of the Work, to a 1
condition equal to or better than prior to start of Work. 2
3.12 PROTECTION [NOT USED] 3
3.13 MAINTENANCE [NOT USED] 4
3.14 ATTACHMENTS [NOT USED] 5
END OF SECTION 6
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8
01 55 26 - 1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised July 1, 2011
SECTION 01 55 26 1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Administrative procedures for: 6
a. Street Use Permit 7
b. Modification of approved traffic control 8
c. Removal of Street Signs 9
B. Deviations from this City of Fort Worth Standard Specification 10
1. None. 11
C. Related Specification Sections include, but are not necessarily limited to: 12
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 13
2. Division 1 – General Requirements 14
3. Section 34 71 13 – Traffic Control 15
1.2 PRICE AND PAYMENT PROCEDURES 16
A. Measurement and Payment 17
1. Work associated with this Item is considered subsidiary to the various Items bid. 18
No separate payment will be allowed for this Item. 19
1.3 REFERENCES 20
A. Reference Standards 21
1. Reference standards cited in this specification refer to the current reference standard 22
published at the time of the latest revision date logged at the end of this 23
specification, unless a date is specifically cited. 24
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 25
1.4 ADMINISTRATIVE REQUIREMENTS 26
A. Traffic Control 27
1. General 28
a. When traffic control plans are included in the Drawings, provide Traffic 29
Control in accordance with Drawings and Section 34 71 13. 30
b. When traffic control plans are not included in the Drawings, prepare traffic 31
control plans in accordance with Section 34 71 13 and submit to City for 32
review. 33
1) Allow minimum 10 working days for review of proposed Traffic Control. 34
B. Street Use Permit 35
1. Prior to installation of Traffic Control, a City Street Use Permit is required. 36
a. To obtain Street Use Permit, submit Traffic Control Plans to City 37
Transportation and Public Works Department. 38
01 55 26 - 2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised July 1, 2011
1) Allow a minimum of 5 working days for permit review. 1
2) Contractor’s responsibility to coordinate review of Traffic Control plans for 2
Street Use Permit, such that construction is not delayed. 3
C. Modification to Approved Traffic Control 4
1. Prior to installation traffic control: 5
a. Submit revised traffic control plans to City Department Transportation and 6
Public Works Department. 7
1) Revise Traffic Control plans in accordance with Section 34 71 13. 8
2) Allow minimum 5 working days for review of revised Traffic Control. 9
3) It is the Contractor’s responsibility to coordinate review of Traffic Control 10
plans for Street Use Permit, such that construction is not delayed. 11
D. Removal of Street Sign 12
1. If it is determined that a street sign must be removed for construction, then contact 13
City Transportation and Public Works Department, Signs and Markings Division to 14
remove the sign. 15
E. Temporary Signage 16
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 17
requirements of the latest edition of the Texas Manual on Uniform Traffic Control 18
Devices (MUTCD). 19
2. Install temporary sign before the removal of permanent sign. 20
3. When construction is complete, to the extent that the permanent sign can be 21
reinstalled, contact the City Transportation and Public Works Department, Signs 22
and Markings Division, to reinstall the permanent sign. 23
F. Traffic Control Standards 24
1. Traffic Control Standards can be found on the City’s Buzzsaw website. 25
1.5 SUBMITTALS [NOT USED] 26
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27
1.7 CLOSEOUT SUBMITTALS [NOT USED] 28
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29
1.9 QUALITY ASSURANCE [NOT USED] 30
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31
1.11 FIELD [SITE] CONDITIONS [NOT USED] 32
1.12 WARRANTY [NOT USED] 33
PART 2 - PRODUCTS [NOT USED] 34
PART 3 - EXECUTION [NOT USED] 35
END OF SECTION 36
01 55 26 - 3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised July 1, 2011
1
Revision Log
DATE NAME SUMMARY OF CHANGE
2
01 57 13 - 1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised July 1, 2011
SECTION 01 57 13 1
STORM WATER POLLUTION PREVENTION 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Procedures for Storm Water Pollution Prevention Plans 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the 10
Contract 11
2. Division 1 – General Requirements 12
3. Section 31 25 00 – Erosion and Sediment Control 13
1.2 PRICE AND PAYMENT PROCEDURES 14
A. Measurement and Payment 15
1. Construction Activities resulting in less than 1 acre of disturbance 16
a. Work associated with this Item is considered subsidiary to the various Items 17
bid. No separate payment will be allowed for this Item. 18
2. Construction Activities resulting in greater than 1 acre of disturbance 19
a. Measurement and Payment shall be in accordance with Section 31 25 00. 20
1.3 REFERENCES 21
A. Abbreviations and Acronyms 22
1. Notice of Intent: NOI 23
2. Notice of Termination: NOT 24
3. Storm Water Pollution Prevention Plan: SWPPP 25
4. Texas Commission on Environmental Quality: TCEQ 26
5. Notice of Change: NOC 27
A. Reference Standards 28
1. Reference standards cited in this Specification refer to the current reference 29
standard published at the time of the latest revision date logged at the end of this 30
Specification, unless a date is specifically cited. 31
2. Integrated Storm Management (iSWM) Technical Manual for Construction 32
Controls 33
1.4 ADMINISTRATIVE REQUIREMENTS 34
A. General 35
1. Contractor is responsible for resolution and payment of any fines issued associated 36
with compliance to Stormwater Pollution Prevention Plan. 37
01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised July 1, 2011
B. Construction Activities resulting in: 1
1. Less than 1 acre of disturbance 2
a. Provide erosion and sediment control in accordance with Section 31 25 00 and 3
Drawings. 4
2. 1 to less than 5 acres of disturbance 5
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 6
Permit is required 7
b. Complete SWPPP in accordance with TCEQ requirements 8
1) TCEQ Small Construction Site Notice Required under general permit 9
TXR150000 10
a) Sign and post at job site 11
b) Prior to Preconstruction Meeting, send 1 copy to City Department of 12
Transportation and Public Works, Environmental Division, (817) 392-13
6088. 14
2) Provide erosion and sediment control in accordance with: 15
a) Section 31 25 00 16
b) The Drawings 17
c) TXR150000 General Permit 18
d) SWPPP 19
e) TCEQ requirements 20
3. 5 acres or more of Disturbance 21
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 22
Permit is required 23
b. Complete SWPPP in accordance with TCEQ requirements 24
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 25
a) Sign and post at job site 26
b) Send copy to City Department of Transportation and Public Works, 27
Environmental Division, (817) 392-6088. 28
2) TCEQ Notice of Change required if making changes or updates to NOI 29
3) Provide erosion and sediment control in accordance with: 30
a) Section 31 25 00 31
b) The Drawings 32
c) TXR150000 General Permit 33
d) SWPPP 34
e) TCEQ requirements 35
4) Once the project has been completed and all the closeout requirements of 36
TCEQ have been met a TCEQ Notice of Termination can be submitted. 37
a) Send copy to City Department of Transportation and Public Works, 38
Environmental Division, (817) 392-6088. 39
1.5 SUBMITTALS 40
A. SWPPP 41
1. Submit in accordance with Section 01 33 00, except as stated herein. 42
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 43
as follows: 44
1) 1 copy to the City Project Manager 45
a) City Project Manager will forward to the City Department of 46
Transportation and Public Works, Environmental Division for review 47
01 57 13 - 3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised July 1, 2011
B. Modified SWPPP 1
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 2
in accordance with Section 01 33 00. 3
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 4
1.7 CLOSEOUT SUBMITTALS [NOT USED] 5
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6
1.9 QUALITY ASSURANCE [NOT USED] 7
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8
1.11 FIELD [SITE] CONDITIONS [NOT USED] 9
1.12 WARRANTY [NOT USED] 10
PART 2 - PRODUCTS [NOT USED] 11
PART 3 - EXECUTION [NOT USED] 12
END OF SECTION 13
14
Revision Log
DATE NAME SUMMARY OF CHANGE
15
01 60 00 - 1
DAP PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised March 20, 2020
SECTION 01 60 00 1
PRODUCT REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. References for Product Requirements and City Standard Products List 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 12
1.3 REFERENCES [NOT USED] 13
1.4 ADMINISTRATIVE REQUIREMENTS 14
A. A list of City approved products for use is available through the City’s website at: 15
1. https://apps.fortworthtexas.gov/ProjectResources/ and following the directory path: 16
02 – Construction Documents\Standard Products List 17
B. Only products specifically included on City’s Standard Product List in these Contract 18
Documents shall be allowed for use on the Project. 19
1. Any subsequently approved products will only be allowed for use upon specific 20
approval by the City. 21
C. Any specific product requirements in the Contract Documents supersede similar 22
products included on the City’s Standard Product List. 23
1. The City reserves the right to not allow products to be used for certain projects even 24
though the product is listed on the City’s Standard Product List. 25
D. Although a specific product is included on City’s Standard Product List, not all 26
products from that manufacturer are approved for use, including but not limited to, that 27
manufacturer’s standard product. 28
E. See Section 01 33 00 for submittal requirements of Product Data included on City’s 29
Standard Product List. 30
1.5 SUBMITTALS [NOT USED] 31
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32
1.7 CLOSEOUT SUBMITTALS [NOT USED] 33
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34
1.9 QUALITY ASSURANCE [NOT USED] 35
01 60 00 - 2
DAP PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised March 20, 2020
1
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2
1.11 FIELD [SITE] CONDITIONS [NOT USED] 3
1.12 WARRANTY [NOT USED] 4
PART 2 - PRODUCTS [NOT USED] 5
PART 3 - EXECUTION [NOT USED] 6
END OF SECTION 7
8
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City’s Standard Product List
4/7/2014 M.Domenech Revised for DAP application
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City’s website.
9
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
SECTION 01 66 00 1
PRODUCT STORAGE AND HANDLING REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Scheduling of product delivery 6
2. Packaging of products for delivery 7
3. Protection of products against damage from: 8
a. Handling 9
b. Exposure to elements or harsh environments 10
B. Deviations from this City of Fort Worth Standard Specification 11
1. None. 12
C. Related Specification Sections include, but are not necessarily limited to: 13
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 14
2. Division 1 – General Requirements 15
1.2 PRICE AND PAYMENT PROCEDURES 16
A. Measurement and Payment 17
1. Work associated with this Item is considered subsidiary to the various Items bid. 18
No separate payment will be allowed for this Item. 19
1.3 REFERENCES [NOT USED] 20
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 21
1.5 SUBMITTALS [NOT USED] 22
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 23
1.7 CLOSEOUT SUBMITTALS [NOT USED] 24
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25
1.9 QUALITY ASSURANCE [NOT USED] 26
1.10 DELIVERY AND HANDLING 27
A. Delivery Requirements 28
1. Schedule delivery of products or equipment as required to allow timely installation 29
and to avoid prolonged storage. 30
2. Provide appropriate personnel and equipment to receive deliveries. 31
3. Delivery trucks will not be permitted to wait extended periods of time on the Site 32
for personnel or equipment to receive the delivery. 33
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
4. Deliver products or equipment in manufacturer's original unbroken cartons or other 1
containers designed and constructed to protect the contents from physical or 2
environmental damage. 3
5. Clearly and fully mark and identify as to manufacturer, item and installation 4
location. 5
6. Provide manufacturer's instructions for storage and handling. 6
B. Handling Requirements 7
1. Handle products or equipment in accordance with these Contract Documents and 8
manufacturer’s recommendations and instructions. 9
C. Storage Requirements 10
1. Store materials in accordance with manufacturer’s recommendations and 11
requirements of these Specifications. 12
2. Make necessary provisions for safe storage of materials and equipment. 13
a. Place loose soil materials and materials to be incorporated into Work to prevent 14
damage to any part of Work or existing facilities and to maintain free access at 15
all times to all parts of Work and to utility service company installations in 16
vicinity of Work. 17
3. Keep materials and equipment neatly and compactly stored in locations that will 18
cause minimum inconvenience to other contractors, public travel, adjoining owners, 19
tenants and occupants. 20
a. Arrange storage to provide easy access for inspection. 21
4. Restrict storage to areas available on construction site for storage of material and 22
equipment as shown on Drawings, or approved by City’s Project Representative. 23
5. Provide off-site storage and protection when on-site storage is not adequate. 24
a. Provide addresses of and access to off-site storage locations for inspection by 25
City’s Project Representative. 26
6. Do not use lawns, grass plots or other private property for storage purposes without 27
written permission of owner or other person in possession or control of premises. 28
7. Store in manufacturers’ unopened containers. 29
8. Neatly, safely and compactly stack materials delivered and stored along line of 30
Work to avoid inconvenience and damage to property owners and general public 31
and maintain at least 3 feet from fire hydrant. 32
9. Keep public and private driveways and street crossings open. 33
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 34
satisfaction of City’s Project Representative. 35
a. Total length which materials may be distributed along route of construction at 36
one time is 1,000 linear feet, unless otherwise approved in writing by City’s 37
Project Representative. 38
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED] 1
1.12 WARRANTY [NOT USED] 2
PART 2 - PRODUCTS [NOT USED] 3
PART 3 - EXECUTION 4
3.1 INSTALLERS [NOT USED] 5
3.2 EXAMINATION [NOT USED] 6
3.3 PREPARATION [NOT USED] 7
3.4 ERECTION [NOT USED] 8
3.5 REPAIR / RESTORATION [NOT USED] 9
3.6 RE-INSTALLATION [NOT USED] 10
3.7 FIELD [OR] SITE QUALITY CONTROL 11
A. Tests and Inspections 12
1. Inspect all products or equipment delivered to the site prior to unloading. 13
B. Non-Conforming Work 14
1. Reject all products or equipment that are damaged, used or in any other way 15
unsatisfactory for use on the project. 16
3.8 SYSTEM STARTUP [NOT USED] 17
3.9 ADJUSTING [NOT USED] 18
3.10 CLEANING [NOT USED] 19
3.11 CLOSEOUT ACTIVITIES [NOT USED] 20
3.12 PROTECTION 21
A. Protect all products or equipment in accordance with manufacturer's written directions. 22
B. Store products or equipment in location to avoid physical damage to items while in 23
storage. 24
C. Protect equipment from exposure to elements and keep thoroughly dry if required by 25
the manufacturer. 26
3.13 MAINTENANCE [NOT USED] 27
3.14 ATTACHMENTS [NOT USED] 28
END OF SECTION 29
30
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
1
01 70 00 - 1
DAP MOBILIZATION AND REMOBILIZATION
Page 1 of 4
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
SECTION 01 70 00 1
MOBILIZATION AND REMOBILIZATION 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Mobilization and Demobilization 6
a. Mobilization 7
1) Transportation of Contractor’s personnel, equipment, and operating supplies 8
to the Site 9
2) Establishment of necessary general facilities for the Contractor’s operation 10
at the Site 11
3) Premiums paid for performance and payment bonds 12
4) Transportation of Contractor’s personnel, equipment, and operating supplies 13
to another location within the designated Site 14
5) Relocation of necessary general facilities for the Contractor’s operation 15
from 1 location to another location on the Site. 16
b. Demobilization 17
1) Transportation of Contractor’s personnel, equipment, and operating supplies 18
away from the Site including disassembly 19
2) Site Clean-up 20
3) Removal of all buildings and/or other facilities assembled at the Site for this 21
Contract 22
c. Mobilization and Demobilization do not include activities for specific items of 23
work that are for which payment is provided elsewhere in the contract. 24
2. Remobilization 25
a. Remobilization for Suspension of Work specifically required in the Contract 26
Documents or as required by City includes: 27
1) Demobilization 28
a) Transportation of Contractor’s personnel, equipment, and operating 29
supplies from the Site including disassembly or temporarily securing 30
equipment, supplies, and other facilities as designated by the Contract 31
Documents necessary to suspend the Work. 32
b) Site Clean-up as designated in the Contract Documents 33
2) Remobilization 34
a) Transportation of Contractor’s personnel, equipment, and operating 35
supplies to the Site necessary to resume the Work. 36
b) Establishment of necessary general facilities for the Contractor’s 37
operation at the Site necessary to resume the Work. 38
3) No Payments will be made for: 39
a) Mobilization and Demobilization from one location to another on the 40
Site in the normal progress of performing the Work. 41
b) Stand-by or idle time 42
c) Lost profits 43
3. Mobilizations and Demobilization for Miscellaneous Projects 44
a. Mobilization and Demobilization 45
01 70 00 - 2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
1) Mobilization shall consist of the activities and cost on a Work Order basis 1
necessary for: 2
a) Transportation of Contractor’s personnel, equipment, and operating 3
supplies to the Site for the issued Work Order. 4
b) Establishment of necessary general facilities for the Contractor’s 5
operation at the Site for the issued Work Order 6
2) Demobilization shall consist of the activities and cost necessary for: 7
a) Transportation of Contractor’s personnel, equipment, and operating 8
supplies from the Site including disassembly for each issued Work 9
Order 10
b) Site Clean-up for each issued Work Order 11
c) Removal of all buildings or other facilities assembled at the Site for 12
each Work Oder 13
b. Mobilization and Demobilization do not include activities for specific items of 14
work for which payment is provided elsewhere in the contract. 15
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 16
a. A Mobilization for Miscellaneous Projects when directed by the City and the 17
mobilization occurs within 24 hours of the issuance of the Work Order. 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
1.2 PRICE AND PAYMENT PROCEDURES 24
A. Measurement and Payment 25
1. Mobilization and Demobilization 26
a. Measure 27
1) This Item is considered subsidiary to the various Items bid. 28
b. Payment 29
1) The work performed and materials furnished in accordance with this Item 30
are subsidiary to the various Items bid and no other compensation will be 31
allowed. 32
2. Remobilization for suspension of Work as specifically required in the Contract 33
Documents 34
a. Measurement 35
1) Measurement for this Item shall be per each remobilization performed. 36
b. Payment 37
1) The work performed and materials furnished in accordance with this Item 38
and measured as provided under “Measurement” will be paid for at the unit 39
price per each “Specified Remobilization” in accordance with Contract 40
Documents. 41
c. The price shall include: 42
1) Demobilization as described in Section 1.1.A.2.a.1) 43
2) Remobilization as described in Section 1.1.A.2.a.2) 44
d. No payments will be made for standby, idle time, or lost profits associated this 45
Item. 46
01 70 00 - 3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
3. Remobilization for suspension of Work as required by City 1
a. Measurement and Payment 2
1) This shall be submitted as a Contract Claim in accordance with Article 10 3
of Section 00 72 00. 4
2) No payments will be made for standby, idle time, or lost profits associated 5
with this Item. 6
4. Mobilizations and Demobilizations for Miscellaneous Projects 7
a. Measurement 8
1) Measurement for this Item shall be for each Mobilization and 9
Demobilization required by the Contract Documents 10
b. Payment 11
1) The Work performed and materials furnished in accordance with this Item 12
and measured as provided under “Measurement” will be paid for at the unit 13
price per each “Work Order Mobilization” in accordance with Contract 14
Documents. Demobilization shall be considered subsidiary to mobilization 15
and shall not be paid for separately. 16
c. The price shall include: 17
1) Mobilization as described in Section 1.1.A.3.a.1) 18
2) Demobilization as described in Section 1.1.A.3.a.2) 19
d. No payments will be made for standby, idle time, or lost profits associated this 20
Item. 21
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 22
a. Measurement 23
1) Measurement for this Item shall be for each Mobilization and 24
Demobilization required by the Contract Documents 25
b. Payment 26
1) The Work performed and materials furnished in accordance with this Item 27
and measured as provided under “Measurement” will be paid for at the unit 28
price per each “Work Order Emergency Mobilization” in accordance with 29
Contract Documents. Demobilization shall be considered subsidiary to 30
mobilization and shall not be paid for separately. 31
c. The price shall include 32
1) Mobilization as described in Section 1.1.A.4.a) 33
2) Demobilization as described in Section 1.1.A.3.a.2) 34
d. No payments will be made for standby, idle time, or lost profits associated this 35
Item. 36
1.3 REFERENCES [NOT USED] 37
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 38
1.5 SUBMITTALS [NOT USED] 39
1.6 INFORMATIONAL SUBMITTALS [NOT USED] 40
1.7 CLOSEOUT SUBMITTALS [NOT USED] 41
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 42
1.9 QUALITY ASSURANCE [NOT USED] 43
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 44
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 4
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED] 1
1.12 WARRANTY [NOT USED] 2
PART 2 - PRODUCTS [NOT USED] 3
PART 3 - EXECUTION [NOT USED] 4
END OF SECTION 5
6
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
7
01 71 23 - 1
CONSTRUCTION STAKING AND SURVEY
Page 1 of 8
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised February 14, 2018
SECTION 01 71 23 1
CONSTRUCTION STAKING AND SURVEY 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Requirements for construction staking and construction survey 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. See Changes (Highlighted in Yellow). 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Construction Staking 14
a. Measurement 15
1) This Item is considered subsidiary to the various Items bid. 16
b. Payment 17
1) The work performed and the materials furnished in accordance with this 18
Item are subsidiary to the various Items bid and no other compensation will 19
be allowed. 20
2. Construction Survey 21
a. Measurement 22
1) This Item is considered subsidiary to the various Items bid. 23
b. Payment 24
1) The work performed and the materials furnished in accordance with this 25
Item are subsidiary to the various Items bid and no other compensation will be 26
allowed. 27
3. As-Built Survey 28
a. Measurement 29
1) This Item is considered subsidiary to the various Items bid. 30
b. Payment 31
1) The work performed and the materials furnished in accordance with this 32
Item are subsidiary to the various Items bid and no other compensation will be 33
allowed. 34
35
36
37
38
39
40
01 71 23 - 2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 8
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised February 14, 2018
1.3 REFERENCES 1
A. Definitions 2
1. Construction Survey - The survey measurements made prior to or while 3
construction is in progress to control elevation, horizontal position, dimensions and 4
configuration of structures/improvements included in the Project Drawings. 5
2. As-built Survey –The measurements made after the construction of the 6
improvement features are complete to provide position coordinates for the features 7
of a project. 8
3. Construction Staking – The placement of stakes and markings to provide offsets 9
and elevations to cut and fill in order to locate on the ground the designed 10
structures/improvements included in the Project Drawings. Construction staking 11
shall include staking easements and/or right of way if indicated on the plans. 12
4. Survey “Field Checks” – Measurements made after construction staking is 13
completed and before construction work begins to ensure that structures marked on 14
the ground are accurately located per Project Drawings. 15
B. Technical References 16
1. City of Fort Worth – Construction Staking Standards (available on City’s Buzzsaw 17
website) – 01 71 23.16.01_ Attachment A_Survey Staking Standards 18
2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 19
on City’s Buzzsaw website). 20
3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 21
4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 22
Surveying in the State of Texas, Category 5 23
24
1.4 ADMINISTRATIVE REQUIREMENTS 25
A. The Contractor’s selection of a surveyor must comply with Texas Government 26
Code 2254 (qualifications based selection) for this project. 27
1.5 SUBMITTALS 28
A. Submittals, if required, shall be in accordance with Section 01 33 00. 29
B. All submittals shall be received and reviewed by the City prior to delivery of work. 30
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 31
A. Field Quality Control Submittals 32
1. Documentation verifying accuracy of field engineering work, including coordinate 33
conversions if plans do not indicate grid or ground coordinates. 34
2. Submit “Cut-Sheets” conforming to the standard template provided by the City 35
(refer to 01 71 23.16.01 – Attachment A – Survey Staking Standards). 36
37
1.7 CLOSEOUT SUBMITTALS 38
B. As-built Redline Drawing Submittal 39
01 71 23 - 3
CONSTRUCTION STAKING AND SURVEY
Page 3 of 8
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised February 14, 2018
1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 1
constructed improvements signed and sealed by Registered Professional Land 2
Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 – Attachment A 3
– Survey Staking Standards) . 4
2. Contractor shall submit the proposed as-built and completed redline drawing 5
submittal one (1) week prior to scheduling the project final inspection for City 6
review and comment. Revisions, if necessary, shall be made to the as-built redline 7
drawings and resubmitted to the City prior to scheduling the construction final 8
inspection. 9
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10
1.9 QUALITY ASSURANCE 11
A. Construction Staking 12
1. Construction staking will be performed by the Contractor. 13
2. Coordination 14
a. Contact City and Developer’s Project Representative at least one week in 15
advance notifying the City of when Construction Staking is scheduled. 16
b. It is the Contractor’s responsibility to coordinate staking such that 17
construction activities are not delayed or negatively impacted. 18
3. General 19
a. Contractor is responsible for preserving and maintaining stakes. If City 20
surveyors or Developer’s Project Representative are required to re-stake for 21
any reason, the Contractor will be responsible for costs to perform staking. If 22
in the opinion of the City, a sufficient number of stakes or markings have been 23
lost, destroyed disturbed or omitted that the contracted Work cannot take place 24
then the Contractor will be required to stake or re-stake the deficient areas. 25
B. Construction Survey 26
1. Construction Survey will be performed by the Contractor. 27
2. Coordination 28
a. Contractor to verify that horizontal and vertical control data established in the 29
design survey and required for construction survey is available and in place. 30
3. General 31
a. Construction survey will be performed in order to construct the work shown 32
on the Construction Drawings and specified in the Contract Documents. 33
b. For construction methods other than open cut, the Contractor shall perform 34
construction survey and verify control data including, but not limited to, the 35
following: 36
1) Verification that established benchmarks and control are accurate. 37
2) Use of Benchmarks to furnish and maintain all reference lines and grades 38
for tunneling. 39
3) Use of line and grades to establish the location of the pipe. 40
4) Submit to the City copies of field notes used to establish all lines and 41
grades, if requested, and allow the City to check guidance system setup prior 42
to beginning each tunneling drive. 43
5) Provide access for the City, if requested, to verify the guidance system and 44
the line and grade of the carrier pipe. 45
01 71 23 - 4
CONSTRUCTION STAKING AND SURVEY
Page 4 of 8
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised February 14, 2018
6) The Contractor remains fully responsible for the accuracy of the work and 1
correction of it, as required. 2
7) Monitor line and grade continuously during construction. 3
8) Record deviation with respect to design line and grade once at each pipe 4
joint and submit daily records to the City. 5
9) If the installation does not meet the specified tolerances (as outlined in 6
Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 7
the installation in accordance with the Contract Documents. 8
C. As-Built Survey 9
1. Required As-Built Survey will be performed by the Contractor. 10
2. Coordination 11
a. Contractor is to coordinate with City to confirm which features require as-12
built surveying. 13
b. It is the Contractor’s responsibility to coordinate the as-built survey and 14
required measurements for items that are to be buried such that construction 15
activities are not delayed or negatively impacted. 16
c. For sewer mains and water mains 12” and under in diameter, it is acceptable 17
to physically measure depth and mark the location during the progress of 18
construction and take as-built survey after the facility has been buried. The 19
Contractor is responsible for the quality control needed to ensure accuracy. 20
3. General 21
a. The Contractor shall provide as-built survey including the elevation and 22
location (and provide written documentation to the City) of construction 23
features during the progress of the construction including the following: 24
1) Water Lines 25
a) Top of pipe elevations and coordinates for waterlines at the following 26
locations: 27
(1) Minimum every 250 linear feet, including 28
(2) Horizontal and vertical points of inflection, curvature, 29
etc. 30
(3) Fire line tee 31
(4) Plugs, stub-outs, dead-end lines 32
(5) Casing pipe (each end) and all buried fittings 33
2) Sanitary Sewer 34
a) Top of pipe elevations and coordinates for force mains and siphon 35
sanitary sewer lines (non-gravity facilities) at the following locations: 36
(1) Minimum every 250 linear feet and any buried fittings 37
(2) Horizontal and vertical points of inflection, curvature, 38
etc. 39
3) Stormwater – Not Applicable 40
b. The Contractor shall provide as-built survey including the elevation and 41
location (and provide written documentation to the City) of construction 42
features after the construction is completed including the following: 43
1) Manholes 44
a) Rim and flowline elevations and coordinates for each manhole 45
2) Water Lines 46
a) Cathodic protection test stations 47
b) Sampling stations 48
c) Meter boxes/vaults (All sizes) 49
01 71 23 - 5
CONSTRUCTION STAKING AND SURVEY
Page 5 of 8
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised February 14, 2018
d) Fire hydrants 1
e) Valves (gate, butterfly, etc.) 2
f) Air Release valves (Manhole rim and vent pipe) 3
g) Blow off valves (Manhole rim and valve lid) 4
h) Pressure plane valves 5
i) Underground Vaults 6
(1) Rim and flowline elevations and coordinates for each 7
Underground Vault. 8
3) Sanitary Sewer 9
a) Cleanouts 10
(1) Rim and flowline elevations and coordinates for each 11
b) Manholes and Junction Structures 12
(1) Rim and flowline elevations and coordinates for each 13
manhole and junction structure. 14
4) Stormwater – Not Applicable 15
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16
1.11 FIELD [SITE] CONDITIONS [NOT USED] 17
1.12 WARRANTY 18
PART 2 - PRODUCTS 19
A. A construction survey will produce, but will not be limited to: 20
1. Recovery of relevant control points, points of curvature and points of intersection. 21
2. Establish temporary horizontal and vertical control elevations (benchmarks) 22
sufficiently permanent and located in a manner to be used throughout construction. 23
3. The location of planned facilities, easements and improvements. 24
a. Establishing final line and grade stakes for piers, floors, grade beams, parking 25
areas, utilities, streets, highways, tunnels, and other construction. 26
b. A record of revisions or corrections noted in an orderly manner for reference. 27
c. A drawing, when required by the client, indicating the horizontal and vertical 28
location of facilities, easements and improvements, as built. 29
4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 30
construction staking projects. These cut sheets shall be on the standard city template 31
which can be obtained from the Survey Superintendent (817-392-7925). 32
5. Digital survey files in the following formats shall be acceptable: 33
a. AutoCAD (.dwg) 34
b. ESRI Shapefile (.shp) 35
c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 36
standard templates, if available) 37
6. Survey files shall include vertical and horizontal data tied to original project 38
control and benchmarks, and shall include feature descriptions 39
PART 3 - EXECUTION 40
3.1 INSTALLERS 41
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CONSTRUCTION STAKING AND SURVEY
Page 6 of 8
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised February 14, 2018
A. Tolerances: 1
1. The staked location of any improvement or facility should be as accurate as 2
practical and necessary. The degree of precision required is dependent on many 3
factors all of which must remain judgmental. The tolerances listed hereafter are 4
based on generalities and, under certain circumstances, shall yield to specific 5
requirements. The surveyor shall assess any situation by review of the overall plans 6
and through consultation with responsible parties as to the need for specific 7
tolerances. 8
a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 9
tolerance. Horizontal alignment for earthwork and rough cut should not exceed 10
1.0 ft. tolerance. 11
b. Horizontal alignment on a structure shall be within .0.1ft tolerance. 12
c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 13
walkways shall be located within the confines of the site boundaries and, 14
occasionally, along a boundary or any other restrictive line. Away from any 15
restrictive line, these facilities should be staked with an accuracy producing no 16
more than 0.05ft. tolerance from their specified locations. 17
d. Underground and overhead utilities, such as sewers, gas, water, telephone and 18
electric lines, shall be located horizontally within their prescribed areas or 19
easements. Within assigned areas, these utilities should be staked with an 20
accuracy producing no more than 0.1 ft tolerance from a specified location. 21
e. The accuracy required for the vertical location of utilities varies widely. Many 22
underground utilities require only a minimum cover and a tolerance of 0.1 ft. 23
should be maintained. Underground and overhead utilities on planned profile, 24
but not depending on gravity flow for performance, should not exceed 0.1 ft. 25
tolerance. 26
B. Surveying instruments shall be kept in close adjustment according to manufacturer’s 27
specifications or in compliance to standards. The City reserves the right to request a 28
calibration report at any time and recommends regular maintenance schedule be 29
performed by a certified technician every 6 months. 30
1. Field measurements of angles and distances shall be done in such fashion as to 31
satisfy the closures and tolerances expressed in Part 3.1.A. 32
2. Vertical locations shall be established from a pre-established benchmark and 33
checked by closing to a different bench mark on the same datum. 34
3. Construction survey field work shall correspond to the client’s plans. Irregularities 35
or conflicts found shall be reported promptly to the City. 36
4. Revisions, corrections and other pertinent data shall be logged for future reference. 37
38
3.2 EXAMINATION [NOT USED] 39
3.3 PREPARATION [NOT USED] 40
3.4 APPLICATION 41
3.5 REPAIR / RESTORATION 42
A. If the Contractor’s work damages or destroys one or more of the control 43
monuments/points set by the City or Developer’s Project Representative, the monuments 44
shall be adequately referenced for expedient restoration. 45
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CONSTRUCTION STAKING AND SURVEY
Page 7 of 8
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised February 14, 2018
1. Notify City or Developer’s Project Representative if any control data needs to be 1
restored or replaced due to damage caused during construction operations. 2
a. Contractor shall perform replacements and/or restorations. 3
b. The City or Developer’s Project Representative may require at any time a 4
survey “Field Check” of any monument or benchmarks that are set be verified 5
by the City surveyors or Developer’s Project Representative before further 6
associated work can move forward. 7
3.6 RE-INSTALLATION [NOT USED] 8
3.7 FIELD [OR] SITE QUALITY CONTROL 9
A. It is the Contractor’s responsibility to maintain all stakes and control data placed by the 10
City or Developer’s Project Representative in accordance with this Specification. This 11
includes easements and right of way, if noted on the plans. 12
B. Do not change or relocate stakes or control data without approval from the City. 13
3.8 SYSTEM STARTUP 14
A. Survey Checks 15
1. The City reserves the right to perform a Survey Check at any time deemed 16
necessary. 17
2. Checks by City personnel or 3rd party contracted surveyor are not intended to 18
relieve the contractor of his/her responsibility for accuracy. 19
20
3.9 ADJUSTING [NOT USED] 21
3.10 CLEANING [NOT USED] 22
3.11 CLOSEOUT ACTIVITIES [NOT USED] 23
3.12 PROTECTION [NOT USED] 24
3.13 MAINTENANCE [NOT USED] 25
3.14 ATTACHMENTS [NOT USED] 26
END OF SECTION 27
28
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
8/31/2017 M. Owen
Added instruction and modified measurement & payment under 1.2; added
definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal
requirements; modified 1.9 Quality Assurance; added PART 2 – PRODUCTS ;
Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup.
2/14/2018 M Owen
Removed “blue text”; revised measurement and payment sections for Construction
Staking and As-Built Survey; added reference to selection compliance with TGC
2254; revised action and Closeout submittal requirements; added acceptable depth
01 71 23 - 8
CONSTRUCTION STAKING AND SURVEY
Page 8 of 8
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised February 14, 2018
measurement criteria; revised list of items requiring as-built survey “during” and
“after” construction; and revised acceptable digital survey file format
1
01 74 23 - 1
DAP CLEANING
Page 1 of 4
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
SECTION 01 74 23 1
CLEANING 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Intermediate and final cleaning for Work not including special cleaning of closed 6
systems specified elsewhere 7
B. Deviations from this City of Fort Worth Standard Specification 8
1. None. 9
C. Related Specification Sections include, but are not necessarily limited to: 10
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 11
2. Division 1 – General Requirements 12
3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding 13
1.2 PRICE AND PAYMENT PROCEDURES 14
A. Measurement and Payment 15
1. Work associated with this Item is considered subsidiary to the various Items bid. 16
No separate payment will be allowed for this Item. 17
1.3 REFERENCES [NOT USED] 18
1.4 ADMINISTRATIVE REQUIREMENTS 19
A. Scheduling 20
1. Schedule cleaning operations so that dust and other contaminants disturbed by 21
cleaning process will not fall on newly painted surfaces. 22
2. Schedule final cleaning upon completion of Work and immediately prior to final 23
inspection. 24
1.5 SUBMITTALS [NOT USED] 25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26
1.7 CLOSEOUT SUBMITTALS [NOT USED] 27
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28
1.9 QUALITY ASSURANCE [NOT USED] 29
1.10 STORAGE, AND HANDLING 30
A. Storage and Handling Requirements 31
1. Store cleaning products and cleaning wastes in containers specifically designed for 32
those materials. 33
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DAP CLEANING
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CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED] 1
1.12 WARRANTY [NOT USED] 2
PART 2 - PRODUCTS 3
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4
2.2 MATERIALS 5
A. Cleaning Agents 6
1. Compatible with surface being cleaned 7
2. New and uncontaminated 8
3. For manufactured surfaces 9
a. Material recommended by manufacturer 10
2.3 ACCESSORIES [NOT USED] 11
2.4 SOURCE QUALITY CONTROL [NOT USED] 12
PART 3 - EXECUTION 13
3.1 INSTALLERS [NOT USED] 14
3.2 EXAMINATION [NOT USED] 15
3.3 PREPARATION [NOT USED] 16
3.4 APPLICATION [NOT USED] 17
3.5 REPAIR / RESTORATION [NOT USED] 18
3.6 RE-INSTALLATION [NOT USED] 19
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20
3.8 SYSTEM STARTUP [NOT USED] 21
3.9 ADJUSTING [NOT USED] 22
3.10 CLEANING 23
A. General 24
1. Prevent accumulation of wastes that create hazardous conditions. 25
2. Conduct cleaning and disposal operations to comply with laws and safety orders of 26
governing authorities. 27
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 28
storm or sanitary drains or sewers. 29
4. Dispose of degradable debris at an approved solid waste disposal site. 30
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 31
alternate manner approved by City and regulatory agencies. 32
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DAP CLEANING
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CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
6. Handle materials in a controlled manner with as few handlings as possible. 1
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 2
this project. 3
8. Remove all signs of temporary construction and activities incidental to construction 4
of required permanent Work. 5
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 6
have the cleaning completed at the expense of the Contractor. 7
10. Do not burn on-site. 8
B. Intermediate Cleaning during Construction 9
1. Keep Work areas clean so as not to hinder health, safety or convenience of 10
personnel in existing facility operations. 11
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 12
3. Confine construction debris daily in strategically located container(s): 13
a. Cover to prevent blowing by wind 14
b. Store debris away from construction or operational activities 15
c. Haul from site at a minimum of once per week 16
4. Vacuum clean interior areas when ready to receive finish painting. 17
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 18
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 19
may become airborne or transported by flowing water during the storm. 20
C. Exterior (Site or Right of Way) Final Cleaning 21
1. Remove trash and debris containers from site. 22
a. Re-seed areas disturbed by location of trash and debris containers in accordance 23
with Section 32 92 13. 24
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 25
that may hinder or disrupt the flow of traffic along the roadway. 26
3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 27
junction boxes and inlets. 28
4. If no longer required for maintenance of erosion facilities, and upon approval by 29
City, remove erosion control from site. 30
5. Clean signs, lights, signals, etc. 31
3.11 CLOSEOUT ACTIVITIES [NOT USED] 32
3.12 PROTECTION [NOT USED] 33
3.13 MAINTENANCE [NOT USED] 34
3.14 ATTACHMENTS [NOT USED] 35
36
37
38
39
40
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DAP CLEANING
Page 4 of 4
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
END OF SECTION 1
2
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
3
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
SECTION 01 77 19 1
CLOSEOUT REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedure for closing out a contract 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various Items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Guarantees, Bonds and Affidavits 18
1. No application for final payment will be accepted until all guarantees, bonds, 19
certificates, licenses and affidavits required for Work or equipment as specified are 20
satisfactorily filed with the City. 21
B. Release of Liens or Claims 22
1. No application for final payment will be accepted until satisfactory evidence of 23
release of liens has been submitted to the City. 24
1.5 SUBMITTALS 25
A. Submit all required documentation to City’s Project Representative. 26
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DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1
1.7 CLOSEOUT SUBMITTALS [NOT USED] 2
PART 2 - PRODUCTS [NOT USED] 3
PART 3 - EXECUTION 4
3.1 INSTALLERS [NOT USED] 5
3.2 EXAMINATION [NOT USED] 6
3.3 PREPARATION [NOT USED] 7
3.4 CLOSEOUT PROCEDURE 8
A. Prior to requesting Final Inspection, submit: 9
1. Project Record Documents in accordance with Section 01 78 39 10
2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 11
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 12
01 74 23. 13
C. Final Inspection 14
1. After final cleaning, provide notice to the City Project Representative that the Work 15
is completed. 16
a. The City will make an initial Final Inspection with the Contractor present. 17
b. Upon completion of this inspection, the City will notify the Contractor, in 18
writing within 10 business days, of any particulars in which this inspection 19
reveals that the Work is defective or incomplete. 20
2. Upon receiving written notice from the City, immediately undertake the Work 21
required to remedy deficiencies and complete the Work to the satisfaction of the 22
City. 23
3. Upon completion of Work associated with the items listed in the City's written 24
notice, inform the City, that the required Work has been completed. Upon receipt 25
of this notice, the City, in the presence of the Contractor, will make a subsequent 26
Final Inspection of the project. 27
4. Provide all special accessories required to place each item of equipment in full 28
operation. These special accessory items include, but are not limited to: 29
a. Specified spare parts 30
b. Adequate oil and grease as required for the first lubrication of the equipment 31
c. Initial fill up of all chemical tanks and fuel tanks 32
d. Light bulbs 33
e. Fuses 34
f. Vault keys 35
g. Handwheels 36
h. Other expendable items as required for initial start-up and operation of all 37
equipment 38
D. Notice of Project Completion 39
01 77 19 - 3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
1. Once the City Project Representative finds the Work subsequent to Final Inspection 1
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 2
E. Supporting Documentation 3
1. Coordinate with the City Project Representative to complete the following 4
additional forms: 5
a. Final Payment Request 6
b. Statement of Contract Time 7
c. Affidavit of Payment and Release of Liens 8
d. Consent of Surety to Final Payment 9
e. Pipe Report (if required) 10
f. Contractor’s Evaluation of City 11
g. Performance Evaluation of Contractor 12
F. Letter of Final Acceptance 13
1. Upon review and acceptance of Notice of Project Completion and Supporting 14
Documentation, in accordance with General Conditions, City will issue Letter of 15
Final Acceptance and release the Final Payment Request for payment. 16
3.5 REPAIR / RESTORATION [NOT USED] 17
3.6 RE-INSTALLATION [NOT USED] 18
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 19
3.8 SYSTEM STARTUP [NOT USED] 20
3.9 ADJUSTING [NOT USED] 21
3.10 CLEANING [NOT USED] 22
3.11 CLOSEOUT ACTIVITIES [NOT USED] 23
3.12 PROTECTION [NOT USED] 24
3.13 MAINTENANCE [NOT USED] 25
3.14 ATTACHMENTS [NOT USED] 26
END OF SECTION 27
28
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
29
01 78 23 - 1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
SECTION 01 78 23 1
OPERATION AND MAINTENANCE DATA 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Product data and related information appropriate for City's maintenance and 6
operation of products furnished under Contract 7
2. Such products may include, but are not limited to: 8
a. Traffic Controllers 9
b. Irrigation Controllers (to be operated by the City) 10
c. Butterfly Valves 11
B. Deviations from this City of Fort Worth Standard Specification 12
1. None. 13
C. Related Specification Sections include, but are not necessarily limited to: 14
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15
2. Division 1 – General Requirements 16
1.2 PRICE AND PAYMENT PROCEDURES 17
A. Measurement and Payment 18
1. Work associated with this Item is considered subsidiary to the various Items bid. 19
No separate payment will be allowed for this Item. 20
1.3 REFERENCES [NOT USED] 21
1.4 ADMINISTRATIVE REQUIREMENTS 22
A. Schedule 23
1. Submit manuals in final form to the City within 30 calendar days of product 24
shipment to the project site. 25
1.5 SUBMITTALS 26
A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 27
approved by the City prior to delivery. 28
1.6 INFORMATIONAL SUBMITTALS 29
A. Submittal Form 30
1. Prepare data in form of an instructional manual for use by City personnel. 31
2. Format 32
a. Size: 8 ½ inches x 11 inches 33
b. Paper 34
1) 40 pound minimum, white, for typed pages 35
2) Holes reinforced with plastic, cloth or metal 36
c. Text: Manufacturer’s printed data, or neatly typewritten 37
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
d. Drawings 1
1) Provide reinforced punched binder tab, bind in with text 2
2) Reduce larger drawings and fold to size of text pages. 3
e. Provide fly-leaf for each separate product, or each piece of operating 4
equipment. 5
1) Provide typed description of product, and major component parts of 6
equipment. 7
2) Provide indexed tabs. 8
f. Cover 9
1) Identify each volume with typed or printed title "OPERATING AND 10
MAINTENANCE INSTRUCTIONS". 11
2) List: 12
a) Title of Project 13
b) Identity of separate structure as applicable 14
c) Identity of general subject matter covered in the manual 15
3. Binders 16
a. Commercial quality 3-ring binders with durable and cleanable plastic covers 17
b. When multiple binders are used, correlate the data into related consistent 18
groupings. 19
4. If available, provide an electronic form of the O&M Manual. 20
B. Manual Content 21
1. Neatly typewritten table of contents for each volume, arranged in systematic order 22
a. Contractor, name of responsible principal, address and telephone number 23
b. A list of each product required to be included, indexed to content of the volume 24
c. List, with each product: 25
1) The name, address and telephone number of the subcontractor or installer 26
2) A list of each product required to be included, indexed to content of the 27
volume 28
3) Identify area of responsibility of each 29
4) Local source of supply for parts and replacement 30
d. Identify each product by product name and other identifying symbols as set 31
forth in Contract Documents. 32
2. Product Data 33
a. Include only those sheets which are pertinent to the specific product. 34
b. Annotate each sheet to: 35
1) Clearly identify specific product or part installed 36
2) Clearly identify data applicable to installation 37
3) Delete references to inapplicable information 38
3. Drawings 39
a. Supplement product data with drawings as necessary to clearly illustrate: 40
1) Relations of component parts of equipment and systems 41
2) Control and flow diagrams 42
b. Coordinate drawings with information in Project Record Documents to assure 43
correct illustration of completed installation. 44
c. Do not use Project Record Drawings as maintenance drawings. 45
4. Written text, as required to supplement product data for the particular installation: 46
a. Organize in consistent format under separate headings for different procedures. 47
b. Provide logical sequence of instructions of each procedure. 48
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
5. Copy of each warranty, bond and service contract issued 1
a. Provide information sheet for City personnel giving: 2
1) Proper procedures in event of failure 3
2) Instances which might affect validity of warranties or bonds 4
C. Manual for Materials and Finishes 5
1. Submit 5 copies of complete manual in final form. 6
2. Content, for architectural products, applied materials and finishes: 7
a. Manufacturer's data, giving full information on products 8
1) Catalog number, size, composition 9
2) Color and texture designations 10
3) Information required for reordering special manufactured products 11
b. Instructions for care and maintenance 12
1) Manufacturer's recommendation for types of cleaning agents and methods 13
2) Cautions against cleaning agents and methods which are detrimental to 14
product 15
3) Recommended schedule for cleaning and maintenance 16
3. Content, for moisture protection and weather exposure products: 17
a. Manufacturer's data, giving full information on products 18
1) Applicable standards 19
2) Chemical composition 20
3) Details of installation 21
b. Instructions for inspection, maintenance and repair 22
D. Manual for Equipment and Systems 23
1. Submit 5 copies of complete manual in final form. 24
2. Content, for each unit of equipment and system, as appropriate: 25
a. Description of unit and component parts 26
1) Function, normal operating characteristics and limiting conditions 27
2) Performance curves, engineering data and tests 28
3) Complete nomenclature and commercial number of replaceable parts 29
b. Operating procedures 30
1) Start-up, break-in, routine and normal operating instructions 31
2) Regulation, control, stopping, shut-down and emergency instructions 32
3) Summer and winter operating instructions 33
4) Special operating instructions 34
c. Maintenance procedures 35
1) Routine operations 36
2) Guide to "trouble shooting" 37
3) Disassembly, repair and reassembly 38
4) Alignment, adjusting and checking 39
d. Servicing and lubrication schedule 40
1) List of lubricants required 41
e. Manufacturer's printed operating and maintenance instructions 42
f. Description of sequence of operation by control manufacturer 43
1) Predicted life of parts subject to wear 44
2) Items recommended to be stocked as spare parts 45
g. As installed control diagrams by controls manufacturer 46
h. Each contractor's coordination drawings 47
1) As installed color coded piping diagrams 48
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
i. Charts of valve tag numbers, with location and function of each valve 1
j. List of original manufacturer's spare parts, manufacturer's current prices, and 2
recommended quantities to be maintained in storage 3
k. Other data as required under pertinent Sections of Specifications 4
3. Content, for each electric and electronic system, as appropriate: 5
a. Description of system and component parts 6
1) Function, normal operating characteristics, and limiting conditions 7
2) Performance curves, engineering data and tests 8
3) Complete nomenclature and commercial number of replaceable parts 9
b. Circuit directories of panelboards 10
1) Electrical service 11
2) Controls 12
3) Communications 13
c. As installed color coded wiring diagrams 14
d. Operating procedures 15
1) Routine and normal operating instructions 16
2) Sequences required 17
3) Special operating instructions 18
e. Maintenance procedures 19
1) Routine operations 20
2) Guide to "trouble shooting" 21
3) Disassembly, repair and reassembly 22
4) Adjustment and checking 23
f. Manufacturer's printed operating and maintenance instructions 24
g. List of original manufacturer's spare parts, manufacturer's current prices, and 25
recommended quantities to be maintained in storage 26
h. Other data as required under pertinent Sections of Specifications 27
4. Prepare and include additional data when the need for such data becomes apparent 28
during instruction of City's personnel. 29
1.7 CLOSEOUT SUBMITTALS [NOT USED] 30
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31
1.9 QUALITY ASSURANCE 32
A. Provide operation and maintenance data by personnel with the following criteria: 33
1. Trained and experienced in maintenance and operation of described products 34
2. Skilled as technical writer to the extent required to communicate essential data 35
3. Skilled as draftsman competent to prepare required drawings 36
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1
1.11 FIELD [SITE] CONDITIONS [NOT USED] 2
1.12 WARRANTY [NOT USED] 3
PART 2 - PRODUCTS [NOT USED] 4
PART 3 - EXECUTION [NOT USED] 5
END OF SECTION 6
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.5.A.1 – title of section removed
4/7/2014 M.Domenech Revised for DAP Application
8
01 78 39 - 1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
SECTION 01 78 39 1
PROJECT RECORD DOCUMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Work associated with the documenting the project and recording changes to project 6
documents, including: 7
a. Record Drawings 8
b. Water Meter Service Reports 9
c. Sanitary Sewer Service Reports 10
d. Large Water Meter Reports 11
B. Deviations from this City of Fort Worth Standard Specification 12
1. None. 13
C. Related Specification Sections include, but are not necessarily limited to: 14
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15
2. Division 1 – General Requirements 16
1.2 PRICE AND PAYMENT PROCEDURES 17
A. Measurement and Payment 18
1. Work associated with this Item is considered subsidiary to the various Items bid. 19
No separate payment will be allowed for this Item. 20
1.3 REFERENCES [NOT USED] 21
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22
1.5 SUBMITTALS 23
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 24
City’s Project Representative. 25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26
1.7 CLOSEOUT SUBMITTALS [NOT USED] 27
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28
1.9 QUALITY ASSURANCE 29
A. Accuracy of Records 30
1. Thoroughly coordinate changes within the Record Documents, making adequate 31
and proper entries on each page of Specifications and each sheet of Drawings and 32
other Documents where such entry is required to show the change properly. 33
2. Accuracy of records shall be such that future search for items shown in the Contract 34
Documents may rely reasonably on information obtained from the approved Project 35
Record Documents. 36
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
3. To facilitate accuracy of records, make entries within 24 hours after receipt of 1
information that the change has occurred. 2
4. Provide factual information regarding all aspects of the Work, both concealed and 3
visible, to enable future modification of the Work to proceed without lengthy and 4
expensive site measurement, investigation and examination. 5
1.10 STORAGE AND HANDLING 6
A. Storage and Handling Requirements 7
1. Maintain the job set of Record Documents completely protected from deterioration 8
and from loss and damage until completion of the Work and transfer of all recorded 9
data to the final Project Record Documents. 10
2. In the event of loss of recorded data, use means necessary to again secure the data 11
to the City's approval. 12
a. In such case, provide replacements to the standards originally required by the 13
Contract Documents. 14
1.11 FIELD [SITE] CONDITIONS [NOT USED] 15
1.12 WARRANTY [NOT USED] 16
PART 2 - PRODUCTS 17
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 18
2.2 RECORD DOCUMENTS 19
A. Job set 20
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 21
charge to the Contractor, 1 complete set of all Documents comprising the Contract. 22
B. Final Record Documents 23
1. At a time nearing the completion of the Work and prior to Final Inspection, provide 24
the City 1 complete set of all Final Record Drawings in the Contract. 25
2.3 ACCESSORIES [NOT USED] 26
2.4 SOURCE QUALITY CONTROL [NOT USED] 27
PART 3 - EXECUTION 28
3.1 INSTALLERS [NOT USED] 29
3.2 EXAMINATION [NOT USED] 30
3.3 PREPARATION [NOT USED] 31
3.4 MAINTENANCE DOCUMENTS 32
A. Maintenance of Job Set 33
1. Immediately upon receipt of the job set, identify each of the Documents with the 34
title, "RECORD DOCUMENTS - JOB SET". 35
01 78 39 - 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
2. Preservation 1
a. Considering the Contract completion time, the probable number of occasions 2
upon which the job set must be taken out for new entries and for examination, 3
and the conditions under which these activities will be performed, devise a 4
suitable method for protecting the job set. 5
b. Do not use the job set for any purpose except entry of new data and for review 6
by the City, until start of transfer of data to final Project Record Documents. 7
c. Maintain the job set at the site of work. 8
3. Coordination with Construction Survey 9
a. At a minimum clearly mark any deviations from Contract Documents 10
associated with installation of the infrastructure. 11
4. Making entries on Drawings 12
a. Record any deviations from Contract Documents. 13
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 14
change by graphic line and note as required. 15
c. Date all entries. 16
d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 17
e. In the event of overlapping changes, use different colors for the overlapping 18
changes. 19
5. Conversion of schematic layouts 20
a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 21
ducts, and similar items, are shown schematically and are not intended to 22
portray precise physical layout. 23
1) Final physical arrangement is determined by the Contractor, subject to the 24
City's approval. 25
2) However, design of future modifications of the facility may require 26
accurate information as to the final physical layout of items which are 27
shown only schematically on the Drawings. 28
b. Show on the job set of Record Drawings, by dimension accurate to within 1 29
inch, the centerline of each run of items. 30
1) Final physical arrangement is determined by the Contractor, subject to the 31
City's approval. 32
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 33
ceiling plenum", "exposed", and the like). 34
3) Make all identification sufficiently descriptive that it may be related 35
reliably to the Specifications. 36
c. The City may waive the requirements for conversion of schematic layouts 37
where, in the City's judgment, conversion serves no useful purpose. However, 38
do not rely upon waivers being issued except as specifically issued in writing 39
by the City. 40
B. Final Project Record Documents 41
1. Transfer of data to Drawings 42
a. Carefully transfer change data shown on the job set of Record Drawings to the 43
corresponding final documents, coordinating the changes as required. 44
b. Clearly indicate at each affected detail and other Drawing a full description of 45
changes made during construction, and the actual location of items. 46
c. Call attention to each entry by drawing a "cloud" around the area or areas 47
affected. 48
01 78 39 - 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
CITY OF FORT WORTH Madero Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103479
Revised April 7, 2014
d. Make changes neatly, consistently and with the proper media to assure 1
longevity and clear reproduction. 2
2. Transfer of data to other Documents 3
a. If the Documents, other than Drawings, have been kept clean during progress of 4
the Work, and if entries thereon have been orderly to the approval of the City, 5
the job set of those Documents, other than Drawings, will be accepted as final 6
Record Documents. 7
b. If any such Document is not so approved by the City, secure a new copy of that 8
Document from the City at the City's usual charge for reproduction and 9
handling, and carefully transfer the change data to the new copy to the approval 10
of the City. 11
3.5 REPAIR / RESTORATION [NOT USED] 12
3.6 RE-INSTALLATION [NOT USED] 13
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 14
3.8 SYSTEM STARTUP [NOT USED] 15
3.9 ADJUSTING [NOT USED] 16
3.10 CLEANING [NOT USED] 17
3.11 CLOSEOUT ACTIVITIES [NOT USED] 18
3.12 PROTECTION [NOT USED] 19
3.13 MAINTENANCE [NOT USED] 20
3.14 ATTACHMENTS [NOT USED] 21
END OF SECTION 22
23
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
24
GC-4.02 Subsurface and Physical Conditions
Page 1 of 1
Madero Phase 1
City Project No. 103479
GC-4.02 SUBSURFACE AND PHYSICAL CONDITIONS
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CE�TECHNICAL E�PLDRATIDN
MADER❑ PHASE l
Narth of Sendera I�anch gaule�•ard
Fort Warth, Texas
ALPHA Report Na. W214991 Rev 1
July Z6, 20Z1
Preparcd far:
GRBK EDGEW�OU, LLC
28�5 N. Dallas �'arkway, Suite 400
Plano, Texas 75�93
Attention: Mr. Brian Hunnicutt
Pr�parcd By:
ALPNA ��TESTING
�
WHERE IT ALL BEGINS
ALPNA��
�
TESTING
WHERE IT ALL BEGIMS
]uly 26, 2Q21
GRSK Edgewaocl, LLC
28US N. 17a11as Parkway, Suite 4[](3
Plano, T�xas 75D93
Attention: Mr. Srian Hunr�icutt
c�.,t���s�.���-Rr
C�+f+.sl+•rrrriu+f .1lcrr�•+�rrrL�
Lu s�i�•rr�r�irc�iNa!
TBPE Firn� :tio. 813
Re: Geotechni�a] Exploration
Madera Phase 1
Nortl� of Se�zdera Ranch 8aulc�ard
�ort wnrth, Texas
�1LPHA Report No. W2l a991 Re�° 1
sr�5� B,•rr.sJ, ['r��ck Rr,crr! 7r�: �YI7-49�i-5(rlJfl
1=�„•r d5'u,•rlr. T'�:.r�r., 7h f 19 Fa.r: 8! 7-49�i-56�]R
Yt'lt'1l', (f �j1�1(!if'.Slil1�- L'l771t
Attached is klle report of'tlle geateclinical exp]aratian performed tor the project referenced above.
This study was autllori�ed by Mr. [3obby Samuei with an addendum to the Master 5ervi�e
Agrc�mc�lt, a�zd periarrn�d in ac�ordan�c with A�,PHA Proposal No, 83[�57-rcvl, datcd Marc17
23, ZiJ21.
This yevrsiar� rrrcludes chcrnging Figure 1 title to slrr�tiv Phcrse 1, irastecr{J af'Plrase 2.
This report contains results of field exploratians and labaratory testing and an engineering
intc�prctation af tl�csc with res���t to a�ailabic praj��t c}iaractcristics. T�c results and ana[yscs
were u�ed to de�elop recommei�dations to aid desi�n and cnn5truction of resider�tial foundations.
ALPHA TESTING, INC. appi•eciates tlie opportunity to be of service on this project. If we can be
of further assistance, such as pro�iding materials testing services during ca�istructi�n, please
contact aur office.
Sincerely,
ALPHA TESTI:YG, INC.
L.� vh
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Kimbcrly Fyffc
Geatecl}�lical Project Mana�er
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July 2G. ?U21
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Bri�n ,i, H�yt, P,E.
Gentechnical D�partsnent Mana�er
KLFi'B.III!af
Copies: (1-PDF) Client
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TABLE OF CDNTENTS
ALPHA REP�RT hU. WZ1�991 REVl
1.17 PL]RP�SE AN❑ SCOPE .................................................................................................... I
2.� PRQIECT C:HARACTERlSTICS ....................... ........... l
3.[l FIELU EXPLORf1TION .................................................................................................... 2
4.d LASORATORY TESTS .................................................................................................... Z
5.0 G�NCRAL SUBSURFACE C�NDITI�NS ...................................................................... 2
5.d ❑ES1GN RECOMMENDATIC]NS .................................................................................... 3
f�, I Slab-on-Cirade Foundatians .................
...................................................................
fi. l. l Suh�rade Imprnve�nent Usin� Moisture-Cnnditini�in� in Zone Ill ............ 4
6.Z Post-Tensionin� InStitiite, L]esi�n af Post-Tensioned Sla6-on-C'srade .................... 5
6.3 D�•ainage and Otfier Considerations ........................................................................ fi
7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES ............................. 7
7.1 Site Preparation and Grading .................................................................................. 7
7.2 Foundation Excavations .......................................................................................... 9
7.3 Fill Compaction ...................................................................................................... 9
7.4 Utilities ..................................................................................................................10
7.5 Groundwater ......................................................................................................... 10
$.0 LIMITATIONS ................................................................................................................. 1 j
APPEN�IX
A-1 MethUcis of Fi�ld Expioratian
Barii�g Locatioii Plan — Figure 1
I3-1 Methads af Laboratory Testing
Lags of Borings
Key ta Soil Syinbols and C:lassificati�ns
ALPHA Report Na. W2I 099 ] Re� 1
1.0 PURP�SE A1VU SC�PE
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The purpose of this geatechnical exploratioii is for ALPHA TESTING, INC. {"ALPHA") ta
e�aluate far GRL3K Edgewaod, LLC [Clie�lt] some of tl�e physi�al and engineering praperties of
subsurfac� matcrials at sel��t�d locations an thc subjcct sitc with r�spcct to fnrrnulatio�} af
ge�technical design parameter5 far the suhject const�-ucticm. Tl�� field cxploration was
accamplished by securing 5ubsurface sarnpLes froin widely 5paced te�x barin�s perfarmecl acros5
tlie project site. Engineering analyses were performed frorn results of the feld expioratian and
labaratory tests performed on representati�e sainples.
Also in�lud�d are gcncral camm�i�ts pertai��ing to rcasonably antiGi�ratcd canstnictian problc��s
and recomrnenc�atinns conGernin� earthwark and quafity ca��trol testin� durin� construction. This
iilfarrr�ation cai� be used to e�al�iate sul�surface coilditions and ta aid in ascertainii�g construction
meets project specificati�ns.
Recommendations pro�ided in this report were de�•eloped from infonnatio�l flbtained in test
horings depicting subsurface cai7ditians only at tlle specific boring la�atians and at thc partictilar
time designated on tl�e lo�s. Subsurface conditinn5 at otl�cr locatinns may differ fro�n thnse
observed at the boring lo�atians, anci su6surface cnnditions at barin� locatians may �aiy at
different times of the year. The sc�pe of' work may r�ot f'ully define tlie �ariability of sEibsurfa�e
materials and conditiflns that are present o�l t�ie site.
The nature and extent af variations between b�rings may not became e�ident until constructian.
If significant variations then appear evident, our ofiice should be ��ntacted to re-e�aluate our
recnmmcndations aft�r perfarming an-site abse�vations and possibly othGr tcsts.
2.D PR�.IECT CHARACTERISTICS
It is proposed to de�elop a residei�tial s�ihdir�isian (Madero Phase 1) ❑n a tract of fand a6out 43-
acres located abaut 85� ft north of Diabla Pass, about one mile west Qf Sen•ano Ridge Road in Fort
Wnrth, Texas. A site plan illustratir�g the subject site is prn�ided as Figure 1, tl�e Borix�g La�ation
Plan, in the Appendix.
At the time of the tield exploration, the site generally cansisted of unde�eloped land with soine
gas pad ac��5s roads cutting through thc sitc. No infonnation rcgarding prcvinus dc��lapmcr�t on
the site was pra�ided ta us.
Preliminary gradin� plans prepared by LJA Engineering, Inc. {Praject No. NTbO�-�112, Sheets b�
thraugli 68 dated April 20Z1) i�idicate the gr�und surf'ace generalfy slapes down towards the
sautheast about 36 tt (Approximate F_.levatia�l S t 4 tt ta 778 ft}, These gradii�g pians also indicate
cuts of up to b ft and tills of up ta 7 ft will bc rcquir�d ta a�l�ie�c fina� gradc in tl�c building pad
areas.
Present plany �ro�ide far the construction af new single family residentia! buildings. The new
structures are expected to create light loads ta Ue carried by tlle foundations. It is a�lticipated the
new structures will be supported using past-te��sianed slab-oa�-grade foi��ldations designed far
potential seasonal movements of 4'/2 inches or less. No below grade slabs are planned.
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ALPHA Report Na. W2I 099 ] Re� 1
3.0 FIELD EXPLO1tAT10N
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Sul�surface canditions on the site were explored by drilling a tota] of' S1 test barings ta a depth ❑f
abaut 2� ft. Tl�e bari�3gs were d�-illed in general accordance with ASTM Standard D 42� using
ytandard ratary drilling cq«ipmcnt, Thc appraximatc lacatian of cach tcst boring is shown on th�
Borin�; Location Pl�n, �'i�ure 1, enclosed in the Ap}�en�#ix. Details of drillir�g and sa�r�piing
o�eratians are briefly suininarized in Methods of Field Exploration, Secti�n �-1 af tl�e �p�endix.
Subsurface types encountered during the field exploration are presented on the Log af Boring
sheets {bori�lg logs} iilcluded in the Appendix. The boring ]ags coi�tain aur Field Technician's and
Engin��r's intcrprctation af canditions bclic�cd to exist betwcc�z act�ia] samp]cs rctric�•ed.
Therefore, the borin� lo�s cantain bnth factual and inter}�retive infUi-mation. Lines delineating
subsLirface strata oti #he baring logs are a�}�rc}ximate and tl�e actuaE transition between strata may
be gradual.
�.�] 1,AQ�RATCIRY TESTS
Se�ected sam��es af the suhsurface materials were tested in the laborato�y ta e�aluate their
engineering properties as a hasis in pro�iding recari�mendations for residetitial foundation design
and earthwark construction. A�rief descciptior� of' testing procedures used in the laharatory can
be found in Metl�ods of Lahoratory Testing, 5ection B-1 of tl�e Appendix. Indi�idual test results
are presented fln the Log o� Baring sheets in the App�ndix.
�.f1 GEI�FRAL SL1I3Sl]RFACE COVD1TfONS
Based on gealagica! maps a�ailable fr�i�i the Bureau �f Econamic Geology, puhlislled by The
University af�Texas at .Austin, the project site lies �vithin the undivided Fort Worth Limestone and
❑u�k �reek formation. This undi�ided farmation generally consists of alternating ]ayers ot
limcstanc and marl {limcy sl�alc}, Rcsidual averburdcn sails associatcd wicl� thcse undi�idcd
Formatians �enerally �ansist e�f clay soiis Gh�racterized hy ��aderate to hi�h shrink--swell pntential.
Subsurtace conditions encountered in mast of�ihe borin�s gei�eraliy consisted afclay andlor clayey
gravel to depths af ahout '/z ft ta 19 f# below the graund surface underlain by limestone andlor
shale to the 2� ft termination depth. Ciay extcnded ta the 2� ft tennination depth of L3oring 7 and
altcrnating lay�rs of �iay, lim�stonc, and shalc w�rc �ncountcrcd t� th� 2d it tcrmination d�pth in
Bo�-ii��s 22. Mnre detailed strati�;raphic info�-rnatian is presented an the attached Lo� nf Br�rin�
sheets.
Tlle granular sails (clayey gravel) en�ountered i�i the borings are considered relati�e�y per�neable
and are expected to ha�e a relati�ely rapid response t❑ water �navement. �Iawever, the clay, shale
and [iincstan� cncotintcrcd in thc boririg5 arc rclati�cly impermcabic and arc cxp�ct�d to ha�c a
slow res}}anse to watee mo�c�nent. Thercfore, se�eral days nf obser�atio�� would �e rcyuired to
e�aluate actual grounc�water le�els within the depths ex��lored. Alsa, thc �roundwater l�.�el at the
site is anticipated tc� fluctuate 5easoiially depei�ding on tlie amaunt af rainfall, pre�ailisig weatkier
car�ditions and subs�irface drai��age characteristics.
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ALPHA Report Na. W2I 099 ] Re� 1
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Free �raundwater was not encatmtered i�i tile �orin�s. H�we�er, ic i5 comman to �ncounter
seasonal graundwater in granular soiis, from r�atural f'ractures within tlie clayey ir�atrix, at the
soillrack [limestoi�e or shale} interface or from fi•actures iii the rock (limestone or shale),
particularty duri��g ar after �eriods of precipitation. If n�ore detailed groundwater infarmatian is
requir�d, ino�litoring wells or pi��om�t�rs can b� installcd.
Further det��ils concer�ling s�.ibsurface inat�ri��ls and conditions encountered cai� be obtaii�ed fro��1
the boring lc�gs provided in the Appendix.
GA i�ES�GN REC�VII��FNDAT[�VS
The fallowin� desi��l reco�zln�endations we��e de�elaped ❑n the basis of tfle pre��i�ttsly descri6ed
Prajec:t Characteristic5 {5ectian �.0) and General Subsurface Canditions [Section 5.�}. Shauld the
project criteria change, our off�ce shou[d canduct a re�iew to detennine if modi{ications to the
recommendations are required. Further, ii is recomrnended our afiice be pro�ided wiil� a copy oi
the �nal grading plans and specifications for re�iew priar ta construction.
The fnf[owing desi�n recammendatinns were e�aluated based on tinal grades as indicated nn the
referenced �rading plans. Cutting and �lling ort the site other than depictec� on the referer�cei�
grading platis can alter the recommended foundatiati design parameters. Therefore, it is
recflmmen�ed our office be pravided witll final grading plans pri�r ta constructian t❑ verify
apprflpriate design parazneters are utili�ed tor �nal foundatioii design.
6.1 51ab-[fn-Grade Fuiindati«tis
Slab-on-grade founda#ions siio�ild be designed witl� exteriar ar�d interiar grade hea�ns adequate ta
pro�ide sufficient rigidity to the foundation systetn. A net allowable hearing pressure of� 1.5 kips
per sq ft should be iised for all grade beams bearing on undist�irbed cuts in nati�e SDiIS, t�n
limcstane, ora till pla�ed as re�ammcnded in Scctian 7.3 or a�a a maistur� i3npro�cd subgradc
�[aced as recammended in Sectinn (�.1.1. Grade beams should bear a minimu�n depth of l2 inches
befow fi�1a1 grade and shauld l�a�e a minimutn wicitl� of 10 inches consi[�eri�i� tlte recommended
bearing capacity.
To reduce cra�king as normal m��ements accur ii� foundation soils, a]] grade beams and slab
foundatians shoutd h� adcquatcly r�infarccd with stc�] {con��ntianal r�ii7far�ing st�cl andlor past-
tensit�ned reinfc�ecement}. lt is common ta experience some minc�r co�inetic distre5s to str�ichn-es
witfl sla�-on-�rade f�uiidati�n systems due ta r�ormal grotind ina�ements. �1 properly designed
and constructed moisture barrier should be placed between the slabs and subgrade soils to retard
moisture migration tlirough the slabs.
Conditians cnc�untcred in th� t�st borings, t17c �lann�d cutlfi]] within thc buildii7g pads, and result5
c�ftlic labaratory tcsts re�eal �a�-iations in IZi�hiy cxp��nsi�e clay thickness and expansi�•c pro�erties
across the site. Such �ariatic�ns in clay thickne:ss and expansi�•e prap�rties will di�-ectly affect
design parameters used fc�r sla�-on-grade fou�idatians. Therefore, lots with apparently common
average clay thickness, similar expansive clay properties and similar carrespo»ding esti�nated
patential ino�eme��ts ha�e been grouped inta Zoncs I, [1, and III and delineated �n the Boring
Location Plan, Figure 1.
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ALPHA Report Na. W2I 099 ] Re� 1
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5ubgrade impro�ement in the respecti�e ZanQs {see Figure 1) shauld be performed usi�i� the
iiii�rmation summarized in Table A.
TABLE A
Estimates oi Poten#ial Seasanal Mo�ements and Required Subgrade Imprnr-ement
'G(3N� ESTINTATED PQTENTIAL II��PRQVEMENT REQCiIRE❑ TQ REUiJCE
N1()VEMENT, I:VCHES ViUV'EMEI�TS T() 4'/z [NCHES
I Up to 3 No Improvement Required
II Up to 4'h No Improvement Required
III Up to 5'h Moisture Condition 4 ft Below Final Grade
Potential season�i movements were estimated usi�lg res�ilts from absorptian swe11 tests, in general
accoa-daaice witll metl�ods outlinec� by the Texas Department ❑t Transpartatian {Tx�[aT} Test
Mctll�rd Tcx-124-E and cnginccring judgment and cxpericncc. Estimated mo�cmcnts wcrc
Gal�u�ated ass�i�ning t11e mni5tuee contei�t af the in-situ snil within t11e narmal zone of se��5orial
moisture content change �arie5 between a"dry" con�lition anci a"wet" candition as defineti by
Tex-12�-E. Also, it was assuir�ed a 1 psi surcharge load fi•om the iloar s[ab acts on the subgrade
sails. Mo�en�ents ex�eeding aur esti�nates couid occur if positiu•e drai3lage of surface water is �lat
mai��tained or if soils are subject to an autside water saurce, sucl� as Ieakage from a uti3ity line ❑r
subsurface moisturc migration fro�n off-sitc la�atio�3s,
Patential seasonal ir�o�ements were �stimated assutnin� �ll material u5ed to ra€se tfie arade will
cor�sist oI' ansite or sirziilar n�aterial with a plasticity index ot' S0 or iess. If� the plasticity index of
material used #o raise the grade is higher tlian 50, pfltential n�o�ements could be higher than aur
estimates.
PQteiitial seasc�nal mo�einents in same areas of "Gones I and 1C �ould t�e less than 3 inches and 4'/z
incl�es, respecti�ely, where lim�st�ne is near fii�al grade. Howe�er, due to #he �ariabiiity of the
depth ta limestane in these Lanes and across il�e site, we recommend using 3 inches and 4'/� i�iches
for design p�irpases in Zones I and II, respe�ti�ely.
Pntcntial �no�cmc�lts cstimatcd for 5lab foundatians in Zvne 1![ (5ce Fi�urc l far dclincati�rn af
"Lnnes} are considered ❑utside nnrmal c�esi�n tn[erances. Mn�e�nent c�f slab fc�undations in this
z�ne cauld b� reciuced t� �i�t mare tha:i 4'/� inches if the upper 4 ft af Soils below fnal �rade are
m�isture canditioned then �o�ered with an imper�neable plastic barrier (polyethylene sheeting}.
Moisttire canditioi�ing recami�iendations are pro�ided in 5ectian 6.1.1.
6.1.1 Su6�rade [mprvr•ement []sin� MUis#ure-Condition�ng_in 7nne I[I
Estimatcd pntc�7tia1 mn�eme��ts for slab fnui�dations in Znne [11 Gould bc rcdLtced tn not
more than 4% inches i�y :noisture-candstionirtg the upper 4 ft nf soils below �nal �rade as
recommencled in Table A.
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Mois#ure-coiictitioning consists of o�er-exca�ating [where ne�essary} ancilor fillin� with
or�-site sail t[iat is compacted at a"target" rnoisture content at least 5 percentage paints
abave the material's optin�tun� m�isture content as determined by the standard Proctar
�nethod (ASTM D G98}. Some af the sandier soils witll a lflwer plasticity index may require
co�npa�tion at a maisturc contcnt clo5er ta flptimum. ALPHA shauld �erify ai�y de�iation
fron� the �ninimu�n rc�uired 5�ercenta�e paint5 abo�c aptimum durin�; can5trtiction. The
moisture-conditioned sniL shnuld be �oinpacted t� a dry density b�tween 93 aEld 98 perr:ent
of standard Pracior rnaximum dry density. M�isiure-canditiani�ig with on-site sail sho�ild
extend tlirflughout the entire hLiilding pad area and at least 5 ft beyand the perimeter of the
designated btiildi».g pad [as indi�ated ❑n the ref�renced proj�ct gradi��g ptansJ. Plastic
shecting (C� to � mil tllick�lcss) slln�ild b� placcd aha�� thc snaisturc-canditiancd soil for
1n�1�-term inaintenailce of the mr�i5ttire content nf the conc�itin��ed sail. This sheetii�g
shauld 6e placed t� t� 1 Z inches belaw tin��l arade and Should alsa extend at least 5 ft beyond
tlie per�ir�eter of' the building pad. Fallowirig campletion of slioisture-conditianing and
place�7�etit af� the plasiic sheeting, estimated movemenis i�i Zone III sllould nat exceed
about 4'/z inches.
T11e }}tir�ose �rf �nnisture-conditioning is to reduce t11e free swell of the �noisturc-
cortditionec� soils to 1 percent or [ess. Additinnal laboratory tests (i.e., stand��rd Pro�tors,
absarptiori swell tests, etc.} should be canducted during construction ta �•erify that the
"target" rnois�ure ca�itent For �noisture-canditioning (estirnated at S percentage points
aba�e tl�e inaterial's optimu�n maisture conter�t as detined by ASTM D G98} is suf�cient
to redi�ce the fi-cc swcll potcritial of thc pr�rccss�d soil ta 1 per�ent or less.
Moisture conditioniilg should be o6ser�ed and tested on a full-tiir�e basis by a
representati��e of ALPHA to �eriFy tile moistu�•e canditioi�ed clays are placed with tlie
proper lift thickness, inoisture content, and density.
G.2 Pnst-Tensianin� lnstitute, Desi�n ❑f Post-Tensioned S�ah-n��-Grade
Tak�les B and C contain infarmation for design of the po5t-tensi�ned, slab-on-grade foundati�ns.
Desi�n parameters were e�aivated based on the conditioris encauntered in the borings and usiiig
information and correlations published by PTI Third Edition and V�LFLQ 1.5 computer prograrn
pro��ided by Cieflstru�tural To�l Kit, Inc. �GTI}.
TABLE B
PTI ❑esi�n Parameters Potentiai Seasonal Mo►�ement = 3 inches
Ai�ter suh rade im rovement in Lnne [ as recommended in Sectian 6.1
Edge Lit't Center Lift
Fd�e Moisture �Jistance �e,,,), ft 4,0 8.0
i7itferential Soil Mo�emerst (y,,,). If1C�7L'S l,$ (s���ll} 1.� [Shrink}
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TABLE C
PTI ❑esi�n Parameters Potential Seasonal Mo�ement = 4Y� inches
ln Zonc ll a�ed aftcr snh rade im rovemcnt in `Lone IlI as reeommendcd in Scction 6.1
Edge Litt Center Lift
Ed�e Moisture ❑istance (e,,,], fc 4.{} �.{]
Differential Snil Mo�ement {y,,,), inches 2.2 (sG�=ell} 1.(� (Shrink}
G.3 ❑raina�e and �ther Consideralions
Ad�quatc drainagc shauld be pra�idcd ta redu�� seasonal �ariations in thc moisturc �ontcnt ❑f
fnundation soils. Al[ pa��e�nent and sidewalk5 witl�in 5 ft of thc residences should k�c 5loped ��way
from the stnictures to pre�ent pnnding of water arr�unc� the foundations. Final �;rades within 5 ft
of the struct�ires shauld be adjusted to s�ope away from tlle structures ai a miniinuir� slc�pe of 2
percent. Maintaining positi�e surface drainage throughout the life af the structures is
esscntial.
ln areas witl7 pa�cmcnt ar sidcwaiks adja�cnt ta the ncw resicie��cs, a pasitivc scal must bc
maintained hetween the str�icture and the pa�ement os- side��alk to minimize seepa�e of ��•ater inta
the underlying supporting soils. Post-constructian mo�ement oF pa�ement and flatwork is
commati. Nor�nal maiiltenance should in�l�ide in5pe�tion ❑f ali jai�lts in paving and sidewalks,
etc. as weii as resealing wl�ere ��ecessary.
Se�eral factars relate to ci�il and architcctura� desi�n a�3dlor mai�3tenancc, wl3ich can si�;niticantly
affect future mo�ements of tl�e foui�dation systems:
■ Preferably, a complete systein of gutters and downspouts should carry runoff water a
minin�um of 5 ft from tl7e con��lcted structures.
• Large trees and shrubs sho�ild not be allowed claser ta ihe foundation than a hori�ontal
distance equa] ta raughly one-half �f their mature height due to their significant moisture
d��r�and upora inatu�-ing.
• Maisture canditions sliatiild be maintairied "constant" around the edge oi' �he slab. P�3iding
of wa#er i�i planters, in unpaved areas, and araund joints in pa�ing and sidewalks can catise
slab mo�eme»ts beyo�zd those predicted in tl�is repc�rt.
• Planter }�ox structures placed adjacent t� building should be pro�ided with a means to
assure caricenlratia�is af water are not a�ailable to the suhsoil stratigrapi�y.
• Archite�tural desi�;n of the floor slabs shnuld a�oid additianal features such as wing w�lls
as cxtcnsi�rns af thc slab,
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• The ��oot systems from any existing trees at this site will have dried and desiccated t�e
surrounding clay soils, resiilting in soil with near-tnaximum swell potential. Clay soils
surrounding tree root i�nats witllin the l�uilding areas or aa-eas to be co�er�d witli gradc slabs
{inGluding but not litr�itcd to foundations, dri�eways, porches, patins, and sidewalks)
sht�uld be retna�ed tn a depth of at least l ft belc�w the rnot t�all and co�r�pacted in-place
witli mai5ture and density �antrol as cie5cribed in Se�tion 7.3.
Trench backfill for utilities should he properly placed and compacted as ❑utlined in Section 7.4
and i�� accardan�e with reqi�ire�nents ❑f ]o�a] City standards. Sin�e granular bedding }�ack�]] is
used for �nnst utitity lines, the backfilled tren�h s}�ould nat become 3 cai7duit and allow acccss for
surface or suUsurface water tn ti-a�e! tnward the ner�� structtii-es. Concrete ct:t-nff cnllars at- clay
plugs shauld be pro��ic�ed wliere utility line5 cros5 building lines ta pre�ent water fram tra�elin� in
the tretich backfill and entering betieath t�ie structure.
7.� GFNF..RAi, C�NSTRUCTIUV PR�CF.UURFS AND GUIilF.i�II�I;S
Variatinns in sulasurface conditiar+s cvuld be enca�intered during canstruction. To perinit
correlation between test boring data atid actual subsurface conditions encauiltered durin�
�onst�•uction, ii is recommended a registered Prafessiflnal Engineering tinn be retained tQ c�bserve
�onstruction procediires and �naterials.
Sa�ne canstru�tion problcn�s, particularly dcgrec nr magnitude, cannot be rcasonably anticspatcd
until ti�e Gourse c�f cnnstruction. The recomir�endations t�ffered in the foflowin�; para�raphs are
intended not to li�rtit or p�•eclude other concei�able sol�tions, but �ather ta pro��s�ie c�ur obser�ati��zs
based or� our experience and uiiderslaiidiiig of'ille project characteristics azid subsuriace coylditions
eti�ountered in the l�orings.
7.1 Site Preparatinn and Gradin�
Limestone was encountered within 4 ft af the around surface in se�eral af tfie barings. We expect
limestone will be encountered dEiring grading and �eneral exca�ation at this sice. From aur
experience, this liinestane can be ��ard and difticult to exca�ate. Rack exca�ation metllads
{incltiding, Uut not limited ta rock teetl�, rippers, _jack hammers, ar sawcutting} nnay be reqi►ired to
remo�e tl�e ]imcstnne. Cnishing equipment may bc reyuired to proccss this limcstc�ne if it is
desired to use this material as com�acted fi[I on the site. The contractor selected st�auld ha�e
experience with exca�ation in hard limes�ane.
All areas supporting slab foundatio�is, flatwor�C pa��ement or areas to recei�e new �ll should be
properly prepared.
+ Af#er completioi� �f the necessary stripping, clearing, and exca�ating a�i� prror ta placing
any required fill, the exposed subgrade sl�auld be careFuliy evaluated by proUing and
testing. A��y undesirab]e matcrial [argani� matcrial, wet, soft, ar ]aose sflil} still i�� place
shatild U� rcmo��d.
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• The expased subgrade should be further evaluated by proof-rollii�g with a hea�y pneumati�
tired roller, loaded dump truck ❑r similar equipment weighing approximately 1� tans to
che�k for pack�ts of soft or laosc matcria] l�idden bcn�ath a tl�in cnist af possibly better
soil.
• Proaf-rnilii�g procedures shauld be Qbserved rautinely by a Praf'essional Cngineer ar their
designated representa#i�e. Any iindesirable material [argani� �naterial, wet, sott, or loose
sail) cxpo5ed fro�n thc praaf rall should he rcmovcd and replaced with wcll-compactcd
material as nutlined in SeGtion 7.3.
• Prior ta placen�ent of any fill, the exposed subgrade should then be scarified ta a minimt�m
depth af G inchcs and recompacted as outlined in Sectio�l 7.3.
if fifl is tv he �la�cd nn existin�; slapes (natural or constructed) stee�er than six horizontal to one
�ertical (6:l j, the fill nlaterials should �e benched into the exi5tin� slopes in s€�ch a manner as ta
pro�ide a rnini3�iu�n benc]Z width of' five (5} fi. Tiiis shauld pro�ide a good contact he�wee�l tlle
exiscing soils and new fill materials, reduce potential siiding p]anes, and allow relatively hariLantal
lift placements.
��en if fill is prt�perly cam�acted as recommended in Sectinn '1.3, flis in excess nf abaut 10 ft are
still subject ta settlements ��er time of up ta �ihaut 1 to 2 percerlt of tlie total �ll thickne55. This
should be cansidered wllen planning Qr placing deep fills.
Slope stability analysis of eir�bankmcnts (natural ❑r �onstnicted} and global stability anaiysis far
retaining walls was not within tl�c scopc of this study.
The cantractor is respansi€�le f�r de5ignin� any excavatian slc�pes, tem�orary sheeting or sharin�.
Design ai'these stru�t�ires should ir�clude any iniposed surface surcharges. Construciian site safety
is the sole respoi�sit�ility of the cantractor, wha shall also be solely respansible for the means,
methods and seqiicn�i��g of �anstruction operatians. ihe contra�tor sl�ould alsa be aware that
slnpc h�ight, slape inclination nr exca�°atia�� dcptl�s (including utility trench cxca�ati�ns} s}aould
in no case ex�eed those speci�ed in lncal, stat� ai�dlor federal safety re�ulations, such �s ❑SHA
Health and Safety Standarc� for Exca�atic�ns, 2�3 CFR Part 1�2�i, or successor re�ulations.
Stockpiles shatild be place well away from the edge af'the excavatian and their heights should be
coi�trolled so they do not surcharge t�e sides ❑f the exca�atio�i. 5tirface drainage sllatild be
carefully contra]]ed to pre�•�nt t7aw a# water a�er tl�e s]opes andlor into tl�e exca�ations.
C:onstruction slopes should Uc closcly obs�r�ed for signs of mass mo��ment, includin� tei7sion
cracks near the crest nr %ul�;in�; at the toe. lf patential stahility �rablems are abse�ve�i, a
geotecflnical engincer s§ioul[� be co�ltacted immediately. Sl�ari�lg, bracing or underpinning
required for the pra�eci {if any} sliould be designed by a prafessional engineer registered in the
State of Texas.
Duc to thc nattzrc af tl�c clay sa€ls f�t:nd ncar thc surfacu at thc horings, ti�affic of hca��y cqt�iptr�cnt
{incluciin�; hea�y c[�mpactican cqui��m�nt} may creat� �umpin� and �en�ral deterit�ratian nf sl��sllnw
s�ils. Tl�erefore, some ec�nstrueti�n cliffi�.ulties should be anticipatecl c�ucing periods when these
soils are saturated.
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7.2 Foundation Exca�afions
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All Foundation exca�atians sl�ould be manitored to verify foundations bear on suitable material.
The beari�3g stratum expased i�� the Uase of all fa�indation exca�ations should be protected against
any dctrim�ntal cha�lg� in conditions, 5urfacc runoff watcr shnuld bc draincd away from
exca�ations and n�t allowed tn collect. All cancrete for faundations should be placed as snon as
practical after the exca�ation is macie.
Prolanged exposure of the bearing surface to air ar water will result in changes in strei�gth a�1d
compressibility af the bearing stratum. Tl�erefore, if delays occur, exca�ations shauld be slightly
dcepened and cicancd, i�� ord�r ta pro�ide a fresh bearing surface.
7.3 Fill Compactian
Clay and clayey gravel with a plasticity index eqL�al ta or greater than 25 shoutd l�e campacted ta
a dry density between 93 and 98 percent �f standard Proctor naaximum dry densi#y (ASTM D 698}.
Th� campacted maisture content of thc clays during placement sllould be w�ithi�i the rai�ge af 2 t�
6 perc���tage point5 abo�e opts�num.
Clay with a plasticity index less than 25 shauld be compacted to a dry detisity af'at Ieast 95 perceiit
of standard Practor maxim�im dry density (ASTM D G98} and within the range of I perce�itage
paint belaw to 3 percentage points aba�e the materia]'s opti;nt��n mflisture �anterat.
Clayey materia[s u5cd a5 fill 5hould Ue processed and the lar�est particle or clod should be less
than 6 i�lcl�es prior to ro��lpactitm.
Processed limestone used as fill should he compacted to at least 95 percen� of standard Proctor
maximum dry density. The �ampacted moisture �ontent of the processed limesto�ie is nat
co�3sidercd �ru�ia] to proper p�rformance. F-Iow��cr, if the �natcrial's moisturc contcnt during
�[acement is within 3 percenta�;e points of o}�timum, the cnrn�a�ti�e eff�rt required tc� a�hieve the
minimum c�mpaction criteria m�y be r�linimizeci. [ndividtial rock �ieces lar�er than 6 inches in
dimensian shoulc! not be used as Fill. Howe��er, if rock fill is utilized within 3 ft belo�v the battair�
of f7oar slabs, the maximum allawable size af individual r�ck pieces shauld be red�iced to 3 inches.
Processed limestone used as fill should incor�orate sufficient �nes to pre�=ent the prescn�e af �oids
around larg�r diamctcr ro�k pic��s. A gradatian nf at lcast 4� perccnt passing a standard No. 4
sie�e i5 reconlmended.
11Vhere mass filis are deeper than 1� f't, the flllbackfill belaw IO ft shauld be compacted to at leas�
10� percent of' standard Proctor maximum dry density {ASTM D-698} and within 2 percentage
paints of tlle material's opti�nu�n moisture cantent. The partion of tl�e �lllbacktill sl�allower tl�an
1[] ft sl�ould be compactcd as outlincd h�rcin,
Compaction should be accampiished by placin� �11 i�l about 8-inch tt�ick foose lifts and
can�pactin� each lift to at least tlie specified minimLim d�•y density. Field deTisity and �iioi5ture
car�tent tests sliould be pertonned on each lif't.
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ALPHA Report Na. W2I 099 ] Re� 1
7.4 Utilit'res
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Where titility tines are deeper than 1� i�, the filllbackfill below 10 fl should �e compactec� to at
least 1 Qt] perce�lt of sta�ldard Proctar maximum dry density [ASTM D 698} and wit]lin —2 to +2
perccntagc paints af th� matcrial's flptimi�m moisttirc co��tent. Thc portion of thc filllbackfill
5hallawcr thai� 1 d it shnuld �e carnpacted as pre�iously Qutlined. 17ensity tests shoulc� be
perfarmed an each lift {inaxiinuin 12-inch thick} and shaulci be performed as tile trench is being
backfilled.
Everr iJ�fill is pr�lperlv con�pucted, fills in excess of uhaut 1(1 f'1 ui-e still strhjec•1 to settlements U�-es�
lin2c� n/� u�v t{� al�ots! 1!0 2 pc�-cey�1 �1/� !he �r�rrrl, fill thickizess. Thi,s sh�trdld 1�E� CC312SlC�f'YE'(j 1Nhey1
rle.cigi2iyrg prrverraenl nvG�j• utility li�ae.c a�adlnr n1hc��• a�•�a.s ivith dec�r� fill.
If utility trenches or other exca�ations extend to ar beyand a depth �f 5 ft below construction grade,
the �ontr�ctar or oihers shall be req�iired t❑ develap an excavatian saf'ety plan to pratect persomiel
entering the excavation ❑r ex�a��ation �i�inity. The c�]]ectian of speci�c geotechnical data and
the de�elopmcnt of sucil a plan, wl3ich could in�lude designs for slaping and bcn�lzing ar ��ariat�s
type5 of ten�porary sharin�;, is beyond t13c scope nf this study. Any Su�h dc5i��1s and safety plans
shall be de��ln}zed in ac�:ordan�:e with current C3SHA guidelirtes and othee applirable industry
standards.
7.4 Grou�idwatcr
Groundwater was not encountered i�i the borin�5. Howe�=er fi-o�n our cxperience, shallow
gr��undwater seepage could be encountered from the subs�irface stratigraphy in exca�=atinns far
foundatians, utilities arld other �eneral exca�ations at this site. The risk aFseepage rncreases wi#li
depth af exca�atian and during or after periads af pre�ipitation. Standard surnp pits and pumping
may be adequate to cantro] seepage o�1 a]o�al basis.
Wt�ere �r�undwater is encnuntered in �ranular soils, sum� �its may not he a�iequate to control
see}�a�e and supp[e�nental dewateri�l� measures may be ��ecessary to contr�l �roundwater seepage.
Supplementai dewatering measures inclu�e (but are nat liirrited ta) submersible p�imps in slotted
casings and well paints.
ln any arcas ��h�rc cuts arc madc, attcntion should be givcn to possiblc scasana] watcr seepagc
that could o�cur throu�ll natural cracks and �s5tires in the newly expcased strati�;ra�rhy. The risk
ofseepa�e is i�icreased ��hei-e limestc���e is exposed in exca�ations and slapes or is neai- fnal �rade.
In these areas subsurface drains may be required �o intercept seasonal groun�water seepage. The
need for #t�ese or �ther dewatering devices shauld be carefully addressed during construction. �ur
office cauld be contacted #o �isualiy ohserve final grades ta evaluate the need far such drains.
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$.{� LIMITA"1'IawS
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ProfessiQnal scr�ices pro�ided in tllis geatechnical expl�ration werc perfanned, tindings nbtained,
and reco�nmcndations preparcd in aGcordan�c with gcn�rally a�cc��ted gcotccllnical �n�inccrin�
princi�les and practices. T11e 5cope of ser�ices E�rovided herein dr�e4 i�ot include an en�irnnmental
as5ess�nent of tlie 5ite ar in�estigation for the presence or aUsence of hazardous matei'ials in tite
soil, suria�e water ar groundwater. ALPHA, L�pon written reqLEest, can be retained ta pro�ide t�iese
ser�i�es.
�ILPHA is ��c�t �-esportsibl� far conclusin�}s, apinians or recU�nm�ndatioi}s made by others based
on this data. Infarmation c�i�tai�ied in this repart is intended for the exclusive use af tlie Client
{and their desigriated design representatives}, and is related salely tfl design of� the speciti�
structures outlined in Section 2.U. Na parry other than the Cliealt (and their designated design
representati�es} sha]] use ar rely upan this report in any manner whatsoe�er unless such party sha]]
havc obtaincc� ALPHA's writtcn acccptance of suc� i�7tended us�. Any 5uc1� third party u5ing thi5
report after abtaining AL�'HA's written acce}�tance sha!! be bo�ir�d by the limitations and
liilYitatians af lia�i]ity �ontained l�erein, inc]udin� ALPHA's lial�ility bei�ig limitec� to the i=ee paic�
to it for ihis report. Re�ommend�tiotis presented i�i this report s]loLild �iot Ue used for design of�
any other structtires except thase specitically des�ribed i�l this report. In all areas af this report in
whi�lz ALPHA may provide additioi7al services if requested to do so in writing, it is presu�ned that
5uch re�uests ha�e not k�ecn made if not evidenccd by a written document acceptcd f�y ALPHA.
Further, subsurface c�nditions cai� chan�e with passage c�f time. Recommendations contained
herein are nat considered ap�licable ior an extended periad of time af'ter the co�r�pletion date of
tk�is repflrt. It is recommei�ded flur af Iice be conta�ted �'or a re�iew at' ihe �ante��ts of this report
for c�nstnictio�l coir�mencing n�ore than one (]} year after completion of this report. Non-
coaa�pliance with ar�y ofthesc r��uirer���ilts by chc Client or anyonc cise shal] rcleasc ALPF IA from
any liability resultin� fi-om the use af, or reliance upon, this report.
Recammendations pro�ided in this report are based on �ur understanding of infarmatiaii pra�ided
by the Client abaut �hara�teristi�s of the proje�t. If the Client nates ai�y deviatian from the facts
about project characteristies, aur offi�e should be co�ltacted immediately since t]lis may materially
altcr the rccom�n�ndations, F�Ert]1cr, ALPF�A is not respo�lsiblc for damages resuiting fr�m
work�nanship c�f desi�ricrs oi� contractars. It is recom�nended the Qwner retain qualified personnel,
such as a C"re�technical Engineering tirm, ta ��erify constructian is performed in accordance with
p[ai�s and specifications.
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A-1 METHODS �F FIELD E�CPL�RATI0�1
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Using standard rotary drilIing eq�iipment, a total of� 51 test bflrings were perfonned for this
geatech�3ical exploratian. Tlle a�proximate ]o�atio��s of the bari�lgs are shawn on the I3nring
Location Plan, Figurc 1. Thc t�st boring locations w�x�� �taked using a handhcld GPS unit or by
paci�zg,�tapin� and estiinatin� right an�;les frosn �andmaeks r��hich cotild be identified in the �eld
a�ld as shawn on the Sit� plan pra�idec� during this st�idy. The lacations of test borings show�l ❑n
the Bo�•ing Locatian Plan are considered acc�irate only to the degree irnplied by the metliQds u5ed
ta define them.
R�lati�ely undisttirbcd samplcs of t}�c cohesi�c substtrfacc �natcrials w�rc obtaincd by
hydraulically pressin� 3-inch (7.D. thin-wall samplin� tubes into tl}e underlying sc>>[s at selected
depths (�1STM D 1587}. These samples were re�no��ed fram the sampling tube5 in the fi�ld and
e��aluated �isually. One representati��e partion of each sainple was sealed in a plastic bag far use
in fiature visual evalu�ti��1 and possible testi�ig in the ]aboratory.
A moditicd ��ersi�n of the Texas Cone Penctration (TCP} test was �ompletcd in tl�e ficld tn
detcrminc thc apparent in-p[ace strcngth characteristics nf the rocfc ty�e materials and hard clays.
A 3-inch diameter steel cone c�ri�en by a l7�-paund hainmer ci�'opped 24 irtches is the basis for
TxD�T strength correlations. In t�iis case, ALPHA TESTING, INC. has modiiied the procedure
by usi��g a 14�-pou�ld haminer dropping 30-i�lches [or coinpletion ❑{'t11e iield test. Depending on
the resistaalce (strength} of the materials, either the nuax�Uer of blav�°s of tl�e hammer required to
providc l 2 inchcs of p�netration, ❑�- the in�}�cs nf pcnctration of the Gnne du� ta 1{}{� b]ows of the
ha�nmer arc recorded on thc field fo� and are shown on the Lv� of Bnrin� sheets as "TX Cane"
{reference TxD(�'I" Test Method TEX 132-E, as madified}.
Logs of tlie borings are included in the Appendix. The logs shaw �isual descriptians of subsurface
strata encoiintered using the Unified Soil Classificatian Syste�n. Sa�npling infon��ation, pertine�lt
ficld data, and feld ahscr�ations a�-c also included. Sa�nples not �o�lsurncd by testing will be
retained in our laborata�y f�r at ieast 14 days and then discarded unless the Client requests
atl�erwise.
— — -- ___ ._--`��—ar---- _--- ��
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CiE:()T1:C'HN1C'11L EXPLCl�AT1D�
MADCRD PHAS� 1
NOf�TH ❑F SENDEItA ItANCN
E30L]LFVARI7
FORT ��4'ORTH, T�XAS
ALf'HA 1'[Zi).f�;C'[ N(7. W210991
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�LPHA�1TE�TIN�
�
'J�'Ff€RE IT ALL 9E�lIdS
FIGURE 1
BOR[NG L�C'AT1aN PLAN
� :�PPRO\I11A7'F: fiOf�l\G l.C1C'ATIi)1
eGt'� r.cf1N i
i� 7oti� ��
�� 'l.ilYE:lll
�
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ALPHA Report Na. W2I 099 ] Re� 1
B-1 METHODS �F LAB�RATORY TESTII�G
�
�
�
Represe�itative samples were e�aluated and classified by a qualified member af the Geotec�ini�al
❑i�ision and tlle bari��g logs were edited as necessaiy. To aid in classifyi�ig the subsiirface
�1�at�rials an� to dctcnninc tl�c gencral cnginecring charactcristics, natura] moisturc contc�lt tcsts
�ASTM D 221(�}, Atterber��-limit tests �ASTM ❑ 43l 8} and pc�cent material pa5si�s� the No. �(�4
sie�e tests (1�STM I] 1 14f1}. In addition, unconfined cortlpressi�e strength t�sts (ASTM D 2166)
and pocket-penetratneter tests were cond�icted a�i seiected soil samples to e�aluate the soil sliear
strength. Results ofthese lahoratory tests are pro�°ided an the Log af�Boring sheets.
ln additEon to thc Atterbcr�-li�nit t�st5, the cxpansi�'c properti�s of the claycy soils wcrc furthcr
analyzed hy absc�rption swcll test5 in �eneral accnrda�3ce with ASTM D 4546. T11e swell test is
perforined by placing a selected sar�lpl� irs a consalidation macliiile an�{ a�}�lyin� either tlte
approxi�nate current ar expected o�erburden pressure and �hen alla��ii�� the sample ta absorh
water. When tlle sample exllibits very little tendency for furtller expansion, the height increase is
recorded ai�d the percer�t free swell and totai �noisture gai�l calcu]ated. Results of the absorption
sw�]] tests are �ravidcd an tl�c atta�l�ed bori�lg iogs.
5115klfrrrsh C7e•rk Rd. BQR�N('7 i��.: �
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�5�ZQ21 End Qate: 4/512021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with limestone fragments and calcareous 4.5+ 1$ 6❑ 21 39
nodules � �
Tan CLAYEY GRAVEL with sand ��
��r i
. , ,,
�� ��
��
� . 55 12 43 16 27
.;r' f'
i ,`�i
3
�j
i. � �
� ��..
� f
�. i
V.�.
9.0
Tan LIMESTONE with shale seams 50/
10 2.75„
100/
15 15.0 0.75"
Gray SHALE
100/ � 2
20 20.0 7.75"
TEST BORING TERMINATED AT 20 FT
SIISkltrrrsh C7e•rk Rd. BQRING N�.: G
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�5�ZQ21 End Qate: 4/512021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
�ark Brown CLAY with calcareaus nodules
3.5 31 82 28 54
_ �. 2.D
Tan CLAYEY GRAVEL with calcareous nodules
.,S'i; I
4.5+ 41 10 44 18 22 a.7
�""�'�
2.75 3�
c� `.l f; 5.0
T�n LIiNESTaNE with shale seams �pp�
Q.75��
100/
10 1.75"
13.0
Gray LIMESTONE with shale seams
100/
15 0.50"
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
5115,ylfrrr.sh C7e•rk Rd. BQR�N('7 i��.: 3
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�5�ZQ21 End Qate: 4/512021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Dark Brown GLAY with limestone fragments with
calcareous nodules
3.75 28 77 26 51
2.D
Tan LIMESTOIVE with shais seams 4$
'E 001
5 � ��
100/
10 0.75"
12.0
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
5115,ylfrrr.sh C7e•rk Rd. BQR�N('7 i��.: 4
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�7�ZQ21 End Qate: 4/712021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brown CLAY with calcareaus nadules and limestone
Tragments
4.5+ 22 69 24 45
2.D
Tan LIMESTOIVE with shais seams Tpp�
4.56"
'E 001
5 0.75„
9.0
Gray LIMESTONE with shale seams 100/
10 0.50"
100/
15 0.25"
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
5115klfrrr.sh C7e•rk Rd. BQR�N['7 i�0.: �
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�7�ZQ21 End Qate: 4/712021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Dark Brown CLAY with calcareaus nadules 0.5 4.5+ 23 73 25 47
Tan LIMESTONE with shale seams
100/
3.75"
100/
5 2.50„
9.0
Gray LIMESTONE with shale seams 100/
10 0.50"
100/
15 0.25"
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
5115klfrrr.sh C7e•rk Rd. BQR�N['7 i�0.: �
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�7�ZQ21 End Qate: 4/712021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brown CLAY with limestone fragments and calcareous 4.5+ 91 67 23 44
nodules 0.5
Tan LIMESTONE with shale seams
100/
1.50"
100/
5 2.50„
9.0
Gray LIMESTONE with shale seams 100/
10 0.75"
100/
15 0.25"
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�t B�RING N�.: 7
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�7�ZQ21 End Qate: 4/712021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.25 23
4.5 3.2 1 �4 24 TO 24 4B
4.0
Tan CLAY with �al�areous nodules
5
- 4.5+ 14
�
/ 4.5+ 9 3
7.fl
Tan CALCAREQLIS CLAY with same limestane 74 87 11 32 13 19
/ seams
/�
/: � 501
1 ff / ���
j%
j
r' �i
13.C1
Tan CLAY
/F�
4.5+ 22 59 21 38
�';
15 , '
/
�
�
, /
`%� 19.p
" Gray CLAY
2ff �� �O.Q
TEST 80RIlVG TERMINATED AT 20 FT
SIIS�YItrrr.sh C7e•rk Rd. BQRING N�.: S
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 41�����Z� End Qate: 4I1212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
�ark Brown CLAY with calcareaus nodules
4.5+ 9
2.75 25
3.Q
i Tan LIMESTdNE with shafe seams 45
5 86 17 40 17 23
50/ 10
10 1.75"
100/
15 2.75"
18.0
Gray LIMESTONE with shale seams
100/
20 20.0 3��
TEST BORING TERMINATED AT 20 FT
SIIS,yltrrr.sh C7e•rk Rd. BQRING N�.: �
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 41�����Z� End Qate: 4I1212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
�ark Brown CLAY with calcareaus nodules
4.5+ 19 77 26 51 2.8
2.D
Tan LIMESTOIVE with shais seams �[pp�
Q.75��
50I
5 1.25„
100/
10 2.50"
13.0
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
SIIS,y Itrrr.sh C7 e•rk Rd. BQRI NG N�.: � Q
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�7�ZQ21 End Qate: 4/712021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
�ark Brown CLAY with calcareaus nodules
4.5+ 24
_ �. 2.D
Brown CLAYEY �RAVEL with calcareous nodules q 5+ Zg 15 42 20 22
3.�
Tan LIMEST�NE with shale seams
'E 001
5 0.50"
100/
10 4.50"
12.0
Gray LIMESTONE with shale seams
100/
15 0.50"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
SIIS,yltrrr.sh C7e•rk Rd. BQRING N�.: ��[
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�7�ZQ21 End Qate: 4/712021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
�ark Brown CLAY with calcareaus nodules
4.5+ 21
_ �. 2.D
Tan CLAYEY GRAVEL
4.5 16 9 44 18 22
�i
i 4.0
Tan LIlVIESTOf�E with shaEe seams ��p�
5 0.25„
100/
10 0.75"
12.0
Gray LIMESTONE with shale seams
100/
15 0.50"
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
5115k Ifrrr.sh C7 e•rk Rd. BQR� N['7 i�0.: � 2
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�7�ZQ21 End Qate: 4/712021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Dark Brown CLAY with calcareaus nadules 0.5 4.�} � 8 78 2� ��
Tan LIMESTONE with shale seams
100/
0.25"
100/
5 � ��
100/
10 � ��
11.0
Gray LIMESTONE with shale seams
100/
15 0.50"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�i. gpRING N�.: 13
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 41�����Z� End Qate: 4I1212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.5+ 24
4.25 22 T5 25 50 a.9
4.0
Tan CLAY with �al�areous nodules
'- 4.5+ 5.3 115 13 44 18 2fi
j �:
fi.0
� Tan CALCAfiEaUS CLAY qpp�
{�.5q'
�
' � 2$
10 �:
�/.
��
�� 13. C}
Tan CLAY with calcareous nodules
/F�
4.5+ 16 40 99 21
�';
15 , '
/
�
�
�/
��� 19.a
Gray SHALE T001 4.5+ 90 16 51 19 32
2ff 20 Q 2.56��
TEST 80RIlVG TERMINATED AT 20 FT
5115klfrrrsh C7e•rk Rd. BQR�N('7 i��.: �4
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4113/2421 End Qate: 4I1312021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
,; Dark Brown CLAY with calcareaus nodules and 4.5+ 99 60 22 38
limestone fra ments fl.5
Tan CL.AYEY GRAVEI.
�`�.�.�
�
� �r 58 26
,'��
� ���::
v
��
� � 6{}
�:.
r� i ✓
�: k;�C
_7 ,
•�.'r
y,
✓' .
�..: f:
, 9.0
Tan LIMESTONE with shale seams 50/
10 4��
50/
15 5„
18.0
Gray LIMESTONE with shale seams
100/ 14
20 20.0 2
TEST BORING TERMINATED AT 20 FT
5115k Ifrrr.sh C7e•rk Rd. BQR�N['7 i�0.: ��J
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4113/2421 End Qate: 4I1312021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brown CLAY 0.5 4.5+ 20 70 23 47
Tan LIMESTONE with shale seams
100/
1.50"
100/
5 � ��
100/
10 10.0 2��
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
SIISk Itrrrsh C7 e•rk Rd. BQRI NG N�.: � 6
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4113/2421 End Qate: 4I1312021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
�ark Brown CLAY with calcareaus nodules
4.5+ 2$
2.D
Tan CLAY with calcareous nodules
3.75 2fi 77 25 52 0.9
� 3.5
Tan CLAY
52 42 17 25
5 �
/
/
f'
/
9.0
Tan LIMESTONE with shale seams 50� g0 15
10 4.50"
100/
15 6„
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
SIIS,y Itrrr.sh C7 e•rk Rd. BQRI NG N�.: � 7
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4113/2421 End Qate: 4I1312021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
�ark Brown CLAY with calcareaus nodules
4.5+ 22 79 27 52
2.D
Tan LIMESTOIVE with shais seams �[pp�
1"
'E 001
5 0.75„
100/
10 2.25„
12.0
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115k Ifrrr.sh C7 e•rk Rd. BQR� N['7 i�0.: �$
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4113/2421 End Qate: 4I1312021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brown CLAY with calcareous nodules and limestone 4.5+ 15 72 25 47
fra ments 0.5
Tan LIMESTONE with shale seams
100/
0.25"
100/
5 � ��
100/
10 10.0 0.75"
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�t B�RING N�.: 19
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4114/2421 End Qate: 4I1412021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
�; Brawn CLAY with ra�el p.5 4.5+ 91
Tan CLAY
,
� sz
/�
�/
r� 73 14
5 �
�
�
f� 1001
�� �; �.��' 87 92 39 94 25
//
�
/
��
'E4.Q
Tan SHALY CLAY
1�' 4.5+ 20 76 25 51
18.0
Gray SHALE
100/ � 2
20 20.0 2
TEST BORING TERMINATED AT 20 FT.
5115klfrrr.sh C7e•rk Rd. BQR�N['7 i�0.: 2�
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4114/2421 End Qate: 4I1412021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brown CLAY with limestone fragments and calcareous 9 5 48 21 27
nodules 0.5
Tan LIMESTONE with shale seams
100/
1"
100/
5 0.50"
100/ 10
10 0.75"
13.0
Gray LIMESTONE with shale seams
100/ � �
15 0.25"
100/ 9
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
SIIS,y Itrrr.sh C7 e•rk Rd. BQRI NG N�.: 2�[
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4114/2421 End Qate: 4I1412021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brown CLAY with calcareaus nadules and limestone
Tragments
4.5+ 20 78 24 54
4.5+ 14
4.0
Tan CLAYEY GRAVEL wilh calcareous nQdules 4.5+ 10
5 ,, "i`' 5.0
Tan LIMESTONE with shale seams 50/
1.50"
100/
10 2.25„
100/ � �
15 �"
17.0
Gray LIMESTONE with shale seams
100/ � 2
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
5115�Itrrr.sh C��e•rk firJ. BQRING NQ.: 22
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4114/2421 End Qate: 4I1412021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus noudles
4.5+ 24
4.5+ 24 T9 24 55 [}.7
4.0
Tan LIlVIESTOf�E with shaEe seams ��p�
5 2.25„
100/
10 2��
12.0
Tan CLAY
/
� 4.5+ 23
15 /
�
�
�,
,.
� i
17.0
Gray SHALE
100/ 16
20 20.0 3.25"
TEST BORING TERMINATED AT 20 FT
5115klfrrr.sh C7e•rk Rd. BQR�N['7 i�0.: 23
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4114/2421 End Qate: 4I1412021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Dark Brown CLAY with calcareaus nadules and 4.5+ 95 64 22 42
limestone fra ments 0.5
Tan LIMESTONE with shale seams
100/
1.50"
100/
5 0.75„
100/
10 1.50"
12.0
Gray LIMESTONE with shale seams
100/
15 0.50"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�t B�RING N�.: 24
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 41�����Z� End Qate: 4I1512021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules and gra�el
4.5+ 14
,� 2.D
Tan CLAY with calcareous nodules
4.5+ 15 44 17 27
/
� �j 33 14
,�
�
/
% :
i
�� // 65 95
/
/
�
i
f 'i4.Q
Gray LIM�STQNE with shale seams �pp� �3
15 � �'��
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�t B�RING N�.: 25
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4114/2421 End Qate: 4I1412021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.5+ 15
3.Q
Tan CLAY with calcareous nodules
' � 68
5
%
�
�
/
�� ,; , 48 11 43 94 29
�,
,j
•�
�
/
J/ 4.5+ 9 8
, �
15 �'
�.
, �
,
18.0
Gray SHALE
100/
20 20.0 3.50"
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�t B�RING N�.: 26
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 41�����Z� End Qate: 4I1512021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.5+ 27
4.0 3.6 1 �4 21 67 21 4B
4.0
Tan CLAY with limestona seams
5
- 4.5+ 11
�
/5D1 .� �
5.T5��
�
� ' 4.5+ 24
1ff /j�
/�
/.
i�.
�
/
f
'i4.Q
Tan LIiNESTDiJE with shafe seams �pp� .� fi
15 � �'��
100/ 13
20 20.0 � ��
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�t B�RING N�.: 27
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 41�����Z� End Qate: 4I1512021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.5+ 19
4.5+ 17 32 18 14 a.4
4.0
Tan CLAY with �al�areous nodules
4.5+ 13
5
� 76
/
�/ 48
1 ff �;
/.
i�.
�
� ,,
�
� 4.5+ 19
15 � j
�
�
. /
i
, � 19.a
7an LIMESTONE with shale seams qQp� ,��
2ff 20.Q �.25„
TEST 80RIlVG TERMINATED AT 20 FT
SIIS,yltrrr.sh C7e•rk Rd. BQRING N�.: 2$
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4121/2421 End Qate: 4I2112021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Dark CLAY with calcareous nodules and fimestane
Tragments � p
' Tan CLAY with calcareous nodules and limesiane
j fragments
��
� 21 3& 15 20
. /'
J j
'/ 4.o a.�+ �a
Tan LIlVIESTOf�E with shaEe seams ��Ol 11
5 � ��
100/
10 1.50"
12.0
Gray LIMESTONE with shale seams
100/ � 2
15 0.75"
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�t B�RING N�.: 29
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4121/2421 End Qate: 4I2112021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
�ark Brown CLAY with calcareaus nodules
4.5+ 2$
,� 2.D
Tan CLAY with calcareous nodules
4.5+ 14 55 2ff 35 [}.5
/
,/
5 ,/ 4.5+ 14
�
�-
� �1.25 24
%
/
10 // 49
/
/
13.0
Tan LIMESTONE with shale seams
100/ � 3
15 0.50"
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115�Itrrr.sh C��e•rk firJ. BQRING NQ.: �V
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4121/2421 End Qate: 4I2112021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.5+ 17 39 18 21 a.3
4.0
Tan CLAY with �al�areous nodules
5
- 4.5t 17
�
/ 4.5+ 13
�,�
�.
9.0
Tan LIMESTONE with shale seams 50/
10 5��
100/ � �
15 1.50"
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�t B�RING N�.: 3'[
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4121/2421 End Qate: 4I2112021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.0 33
4.25 22
4.0
Tan CLAY with �al�areous nodules
�' - 4.25 14 33 15 18 0.4
�
/ 4.5+ 13
�
1ff / 61
/;
/.
i�.
�
/
f.
'i4.Q
Tan LIiNESTDiJE with shafe seams �pp� ,15
15 � SQ��
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�t B�RING N�.: 3�
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4121/2421 End Qate: 4I2112021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
�ark Brown CLAY
3.25 34
4.0 25
4.0
Tan CLAY with �al�areous nodules and limestone
� fragments
- 8.4 53 24 33
�
/ 4.5+ 16
�
�� � 83
/;
/.
i�.
�
/
f.
'i4.Q
Tan LIiNESTDiJE with shafe seams 100I .� �
15 � ��
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�t B�RING N�.: 33
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4121/2421 End Qate: 4I2112021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.25 24 62 22 40
,� 2.D
Tan CLAY with calcareous nodules
4.5+ 4.5 125 15
/
,/
5 ,/ 4.5+ 13
�
�-
4.5+ 18
%
� .� 49
/i
10 // 54 17
/
/
�
i
f 'i4.Q
Tan LIiNESTDiJE with shafe seams 100I .18
15 � SQ��
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115,ylfrrr.sh C7e•rk Rd. BQR�N('7 i��.: �4
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�Z2�74Z� End Qate: 4I2212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with gra�el
4.5+ 8
,� 2.D
Tan CLAY with calcareous nodules
4.5+ 13 56 2ff 36 �.4
�j
4.5+ 10
5 5.0
Tan LIMESTONE with shale seams 50/
5"
100/ 14
10 1.50"
100/
15 0.25"
16.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
srr�Ha,-tr.,i� c,E•�•� a�i. gpRING N�.: 35
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�Z2�74Z� End Qate: 4I2212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
3.25 31
,� 2.D
Tan CLAY with calcareous nodules
4.0 18
/
� � j 4.5+ 12 3a 14 16 Q.0
/ 70
�
�-
%
j :
�
; �ooi �z
�o � �a.a 2.�a��
Tan LIlNESTDNE with shafe seams
14.0
Gray LIMESTONE with shale seams 100/
15 0.25"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115�Itrrr.sh C��e•rk firJ. BQRING NQ.: ��
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�Z2�74Z� End Qate: 4I2212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
3.5 3fi
3.5 24 T1 23 48 12
4.0
Tan CALCAREalJS CLAY
4.5+ 7
5
� sa
�
.%
,
9.0
Tan LIMESTONE with shale seams 100/ 13
10 � ��
13.0
Gray LIMESTONE with shale seams
100/
15 0.50"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115�Itrrr.sh C��e•rk firJ. BQRING NQ.: �7
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�Z2�74Z� End Qate: 4I2212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
3.75 30
,� 2.D
Tan CLAY with calcareous nodules
4.5+ 14 35 16 19
/
� � j 4.5+ 12
/ 5A
�
�-
%
j :
/�
9.0
Tan LIMESTONE with shale seams 100/ 13
10 � ��
100/
15 0.50"
16.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
SIISkltrrrsh C7e•rk Rd. BQRING N�.: �S
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�Z2�74Z� End Qate: 4I2212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
2.5 3fi
,� 2.D
Tan CLAY with calcareous nodules and limestane
� fragments
4.5 15 32 15 17
/
,/
� 4.5+ 12
i/
fi.0
Tan LIMESTdNE wikh shale seams �pp�
� ��
100/ 9
10 0.50"
12.0
Gray LIMESTONE with shale seams
100/
15 0.50"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
SIIS,yltrrr.sh C7e•rk Rd. BQRING N�.: ��
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�Z2�74Z� End Qate: 4I2212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
3.25 35
4.0 28 81 27 54 a.8
4.5+ 23
5 5.0
Tan LIMESTONE with shale seams 100/
0.50"
100/
10 � ��
12.0
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115klfrrrsh C7e•rk Rd. BQR�N('7 i��.: 4Q
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�Z2�74Z� End Qate: 4I2212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.0 29 84 29 55
,� 2.D
Tan CLAY with calcareous nodules
4.5+ 16
/
,/
� 4.5+ 19
i/
fi.0
Tan LIMESTdNE wikh shale seams �pp�
� ��
100/
10 0.75"
12.0
Gray LIMESTONE with shale seams
100/
15 0.50"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115,y Ifrrr.sh C7 e•rk Rd. BQR� N('7 i��.: 4�
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4123/2421 End Qate: 4I2312021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
3.75 32
4.0 28 84 26 58 a.9
4.0
Tan LIlVIESTOf�E with shaEe seams ��p�
5 0.50"
100/
10 0.75"
11.0
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115,ylfrrr.sh C7e•rk Rd. BQR�N('7 i��.: 42
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4123/2421 End Qate: 4I2312021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
3.0 31 SO 28 52
2.5 27
4.0
Tan LIlVIESTOf�E with shaEe seams ��p�
5 1.25„
100/
10 � ��
12.0
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115,ylfrrr.sh C7e•rk Rd. BQR�N('7 i��.: 43
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4123/2421 End Qate: 4I2312021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
3.5 34
2.5 3� 79 25 54 0.1
3.�
Tan LIMESTdNE with shafe seams
i
'E 001
5 � ��
9.0
Gray LIMESTONE with shale seams 100/
10 0.50"
100/
15 0.25"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115,ylfrrr.sh C7e•rk Rd. BQR�N('7 i��.: 44
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4123/2421 End Qate: 4I2312021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
3.0 3fi
3.25 1.T 1 �� 26 T5 25 5�
4.0
Tan LIlVIESTOf�E with shaEe seams ��p�
5 0.75„
9.0
Gray LIMESTONE with shale seams 100/
10 0.50"
100/
15 0.25"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115klfrrrsh C7e•rk Rd. BQR�N('7 i��.: 4�J
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4126/2421 End Qate: 4I2612021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.5 4�
z.o z�
�- 4.0 25 77 25 52 Q.9
4.0 15
7.fl
Tan LIiv1ESTDNE with shafe seams ��p�
1.T5��
100/ $
10 0.50"
12.0
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115,ylfrrr.sh C7e•rk Rd. BQR�N('7 i��.: 46
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4126/2421 End Qate: 4I2612021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.0 2fi
3.25 24 77 24 53 0.7
3.�
Tan LIMESTdNE with shafe seams
i
'E 001
5 1.50„
100/
10 � ��
13.0
Gray LIMESTONE with shale seams
100/ � 2
15 0.50"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115,ylfrrr.sh C7e•rk Rd. BQR�N('7 i��.: 47
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4126/2421 End Qate: 4I2612021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.5+ 2fi
2.5 26 67 23 44
3.�
Tan LIMESTdNE with shafe seams
i
'E 001
5 2��
100/
10 1.75"
12.0
Gray LIMESTONE with shale seams
100/
15 0.50"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115,ylfrrr.sh C7e•rk Rd. BQR�N('7 i��.: 4$
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4126/2421 End Qate: 4I2612021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.5+ 23 72 24 48
- with limestone fragments at 2' � 2� � �
3.�
Tan LIMESTdNE with shafe seams
i
'E 001
5 � ��
8.0
Gray LIMESTONE with shale seams
100/
10 0.50"
100/
15 0.25"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115,ylfrrr.sh C7e•rk Rd. BQR�N('7 i��.: 4�
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4126/2421 End Qate: 4I2612021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.5+ 2fi
4.5+ 4.T 1 �4 19 T4 23 51
4.5+ 19
5 5.0
Tan LIMESTONE with shale seams 100/
1.25"
100/
10 1.25"
11.0
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�t B�RING N�.: 5�
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4126/2421 End Qate: 4I2612021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
3.75 29
2.75 25 69 22 47 a.1
5 - 3.0 22
3A 24
_. .� 8.D
',',
Tan CLAY with calcarevus nvdules
��. .
/
�� �'' 34 �.75 99
/�
/,
/
/
15 / 84 1p
�;
,�
�r /
� �8.6
Gray LIMESTaNE with shale seams
T001
2� 2� Q 0.56"
TEST 80RIlVG TERMINATED AT 20 FT
SIIS� Itrrr.sh C�� e•rk firJ. BQRI NG NQ.: ��
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�Z2�74Z� End Qate: 4I2212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
3.75 31
,� 2.D
Tan CLAY with calcareous nodules
4.5+ 2.T 115 12 51 18 33
/
,/
� / 11
� fi.0
/ , TanCALARE�U5 CLAY ��
j
'. �
9.0
Tan LIMESTONE with shale seams 100/
10 0.50"
13.0
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
ALPHA ��
�
�ESTING
WHEHE [T ALL BEGINS
SOIL & R�CK SYMBdLS
� (CH}, Nigh Plasti�ity CLAY
� {CL], Low Plastic€ty CLAY
� {SCj, CLAYEY SAfJ�
� �SP}, Ponrly Graded SAN�
� [5W}, Well Graded SAND
� [5M), 51L7Y SAtv❑
� [Ml.}, SI�.T
� [MH}, Elastic 51LT
� LIMEST�NE
� SHALE 1 MARL
� 5AAl�ST�NE
a � �GP}, Poorly Graded GRAVEL
�. �GW}, Well Graded GRAVEL
� [GC], CiAYEY GRAVEL
� [GMJ, SILTY GRAVEL
� {�L], tiRGANIC 51LT
� (OH}, �RGANIC CLAY
� FILL
SAMPLII�G SYMB�LS
■SHELBY TL18E �3" O� ex�epE where
nated atherwise}
�5PLI7 SPOOiV {2" Oa except where
nated atherwise}
� AIJCaEF2 SAMPL�
❑ T�XAS C4NE PENETf2ATIQN
�R�CIt C�RE {2" Ip except where
noted otherwise}
KEY TD SQIL SYIIAB�LS
AND CLASSIFICATI�NS
RELATIVE �ENSITY �F CdHESIONLESS SaILS [bEawslft]
VERY L��SE
LQQSE
iNE�]llM
DENSE
VERY DE�iSE
0 TO 4
5 70 1 R
11 TO 30
31 TD 5Q
DVER 5Q
SHEAR STRENGTH �F COHE5IVE S�ILS [tsf�
VERY SOFT
S�FT
FIRM
STIFF
VERY STIFF
HAR�
LE55 THAN 0.25
Q.25 TQ 0.5Q
6.5a T� 1.00
1.fl� Td 2.OQ
2.00 TO 4.66
aVER 4.00
RELATIVE DEGREE QF PLASTi�ITI' (PI�
�ow
lN�QlUM
HIGH
VERY NIGH
4 T� 15
16 Tp 25
26 TO 35
�VER 35
RELATIVE PROPQRTIONS �°Iol
TRACE 1 TO 16
�ITTLE 11 Tp 2p
S�ME 21 TQ 35
AAft] 36 TO 5Q
PARTICLE 51ZE Iq�NTIFICATI�N [C]IAM�TER]
B�UL�ERS
C�BBL�S
CQARSE GRAVEL
FINE GRAVEL
CQURSE SAnID
iNEDIUM 5AN❑
FIiVE SAiVQ
51LT
CLAY
8.0" OR LARGER
3.fl" TQ 8.0"
�.75" TO 3.0"
5.� mm TO 3.D"
2.q mm TD 5.d mm
6.4mmTa5.Omm
Q,p7 mm T� fl.4 mm
6.002 mm FO 0.07 mm
LE55 THAN Q.�Q2 mm
ALPHA��
�
TESTING
WHEFIE IT A!L BEGkNS
]uly 26, 2021
Graic�rli �ric•r�l
Cu�+>rr+rc•�iuia .11air+'rul.ti'
f_'�� rrr•urr���r�r�a�l
TBPE I'ir�x �ti'u. 813
G RSK Edgewood, LLC
�f�()5 N, Da]]as Parkway, Suit� 4[](}
Fart Warth, TexaS 75493
Attention: Mr. Brian Hunnicutt
Re: Pa�ement Re�ommendations
Madern Phase 1
Nnrth of Se��dera Rancl� Boule�ard
Fart Worth, Texas
�-LLPHA Report Na. W2 l 0991-A Re�� 1
SI1��Y Br•ir.+l� l.'rrrh Hocrr! 7"cl: rV17-49r5-56(!!1
I'r�r1 d['ur�lt. Tc•.rrr.,� 7�!!� 1=u.r: 817-49h-Shl18
x•i��x�. ulpl rrifestiirs;.crnii
Submitted herein are the recommended pave»�ent sectians for the propased suhdi�isiaal {Madera
Phase l}. The proposed subdi�i5ion is generally ]ocated ahaut �35D ft nartl� ❑f �iabla Pass and
a}aout onc mile west nf 5errana Rid�e Rnad in Fort Worth, Tcxas. This stt�dy was authorized by
Mr. Bobby Samue[ ��ith an adiiendum to the Master Ser�ice and perfor�ller� in accardanLe with
ALPHA Proposal Na. 83�57-re�l dated March 23, 2�21. This report is an exte�isian af�ALPHA
Report Na. W2l 0991 dated June Z 1, 2�2 ], containi�lg geotechnical reconzmendatia�ls for
residential foundatians. T1ais i-evisre�n irrc�lucles c•hcr�7xing Figtsr-e 1�ille tc� shoti4� Pha.�c� !, ir�,sleacl
r3f Pha.se ?.
The purpose of this stt�dy is ta de��elop pa�etnent sections for the pfai}ned streets in t11e subject
subdi�isioii in accordan�e witfi ihe City ot Fort Warth Pa�e�iient Design Ma�ival �]anuary 2� 15).
We understand the praposed streets within t�e subdi��isian �ould be �lassified as "Residential-
L]rban", "�:allector" or "Arterial", as describcd in the referenced manual.
P[]RP()SE ANU SCUPE
The purpase af this geotechnical exploratian is for ALPHA TESTING, INC. ("ALPHA"} to
e�aluate far the "Client" some af the physical and engineering properties flf subsurf'ace inateriats
at selec#ed locatio�is on the si�bje�t site with respe�t to formulation af appropriate geotechnicai
dcsign param�tcrs for thc propnsed pa�cmcnt. Thc ti�ld cxploratian was accamplishcd by
securii�� subs�ir�'ace sam�les from widely spaced te�t bt�rin�s perfori��ed a�rnss the ex}}anse af
the site. Engineering analyses were perforrrted from re5ults af the field exploration and results of
laboratory tesis performed an represe�itati�e sa�iiples.
Also ir�cluded are genez-al comme�its pertaii�ing to reasonably anticipated canstnictioai problems
and re�o�nmcndatians conc�rning carthwnrk and quality cantrol tcsting during �onstructian.
This infnrn�ation can be used ta e�aluatc subsurfacc conditinns and to aid ii� as�ertainin�;
can5truction meeis project specifErations.
ALHA Report Na. W2 ] 09g 1-A
�
�
�
Recammeil[�atians �ro�ided in this report were de�el�ped fi-om iiif�rination obtained in test
borings depicting subsurface conditians oiily at the specific }�oring locations and at the particular
time designated on the ]�gs. Subsurface canditions at other locations may differ #'rom those
observed at the boring ]acations, and subsurface conditions at horing lo�atians inay �ary at
diffcrcnt timcs of th� ycar. Thc scope of work nnay nat fully dcfine th� �ariability of subsurface
materials and �tn�ditions that are present on the site.
The nature and extent af �ariations between barings �nay not becotne e�ident until construction.
If significant variations then appear evident, our office shauld �e cantacted to re-e�aluate aur
recommendations after performing on-site observations and possibly ather tests.
SUM�7riItY QF REC:U1�9f�TE�fDAT[D�fS
TaE�le A cantains a summary af pa��ernent section requirements for praposed streets at the subject
project.
TA6LE A
Summary of Par=ement Section Requirements
Stree# �lassificati�n Residentiai -[]rban �olleCtvr Arterial
PCC Pa�°ement Thickness(in} placed � .�,�2 ��
a�i limc stabiliz�d sub�rad� soil
28-day Cancr�tc Compressi�e 3 ���� � ��� � ����
Stren�th (�si}
Subgrade Treatment C� in�llcs Lime R iilcl�cs Lime 8 inches Lim�
Appli�ation Ratc (lUs p�r sq yd) 3D 3b 3G
Rcinior�in� I3ar No. 3 3 4
Rcit�fc�rcin� Sar 5�acin� (in) l�i 1� 1�
Further re�flmmendatians and analyses used to deveiap the suminary in Table A are provided
fiirther in this report.
F[ELU EaCPL(7RA7'1QN
SuUsurface conditions on tiie 5ite were explored by drilling a tatal of� 5 l test boring5 to depihs af
abaut 2� i�. Tlle test l�orings were perfan�ed i�i general accardance wit�i ASTM D 420 using
standard rotary dri]]ing equipment. The approxiinate locatio�i of ea�]Z boring is shawn on the
attachcd Baring Lacation Plan, Figurc l.
Subsurface types �nco�intered durin� the field explaration as-e p�-esented c�n the attached Log of
Baring sheets (baring togs}. Tliese borii�g log� cantain our Field Tec�inician's ai�d Engi�ieer's
interpretation af ca�iditions believed to exist between actual samples retrieved. Therefore, the
bori3�g lags co�itain both factual and intezpreti�e infon��atio��. Li��es deli�lcating subsurface strata
on the boring logs are approximate and the actual transition between strata may be gradual.
��
ALHA Report N�. W2 ] 09g 1-A
LAB�RATORY TESTS
�
�
�
Selected saFnples of the suhsurface materials were tested in the ]aboratory to e�aluate their
engineering praperties as a basis in pro��iding recomme��dations for pa�ement sectioa3s design
and carthwork Cfl175[iZIC[1fl17. T]7C fo]]owing laboratory t�sts w�rc performcd ta fa�ilitat�
pa�=ement sectio�� recomme��dations:
■ Mflisriire Cflntcnt (ASTM D 221 fi}
• �ltter6er�-Limits (�1STM U 431$y
• L7ncanfined Coi�lpressi�e Stre�igill �ASTM ❑ 2l 66}
• S�ilfatc Cantent {TX--14S--� Pai�t I7)
• Lime Series (Plasticity Index �s. Lime Content}
In addition to con�entional labaratory tesiing to �ssess engineering properiies aF t�ie sails
ohtained, a bulk sample was obtained from the �icinity of Boring 2] for m�istt►re-density
relatianship tests (standard Proct�r, ASTM D G9K} and Califori7ia gearing Ratin tests (CBR,
ASTM D l 1 K3J, lndi�idual tcst results arc presented on thc attachcd Lo� nf gorin�; or summary
data sheets.
GENERAL SUBSi1RFACE C�NDITIDI�S
gascd on geological maps a�aitablc from the Bureau of E�ono�l�i� Gealogy, publisl7cd by The
Uni�crsity of Texas at Austin, the projcct 5ite lies within thc undi�ided Fort Wnrth Limcstane
and Duck Creek far��lat3a�i. T11is ui�ds��ided farmation generally consists of alterilati�i� layers af
limestone and marl jli�ney staale}. Residual o��erburden sorls associated witl� these undi��idec�
forcnatians generally CailSiSi of c3ay sails characteriLed by �noderate ta high shrink-swell
potential.
Subsurface conditions encountered in innst �f tl}e borings �enerally consisted of clay andlar
clayey gra�el ta depths of abaut %z ft to 19 ft belaw the ground suriace ur�derlain by limestone
andlc�r shale to the 20 ft tennination depth. Clay extended to the 2� ft termination depth of
Soring 7 and alternating layers of clay, Iirnestone, and shale were encountered ta the 2U ft
terrnination depth in Boring 22. More detailed stra#igrapl�ic informatian is presented ❑n the
attachcd Log nf Bori��g sl�ccts.
The granular soils (c��yey gravel} encountei'ec� in the horings are cc�nsidered relati�ely permeable
and are expected to ha�e a relati�ely rapid respanse to water mo�eme�it. Howe�er, the clay,
shale, and limes#one encou�itered in ihe barings are relatively irnpermeable and are expected to
havc a slaw res�ransc ta watcr mo�cmcnt. Tl�ercfnrc, sc�cral days of abscr�atian wnuld hc
require�i io e�•aluate a�tual �;raundwater le�els withiri the depths ex�lored. Alsn, the
groundwater le�el at tlie site is anticipated to f�uctuate seasonally dependina on the am�iint of
rainfall, pre�•ailing weather conditions and sul�suriace drainage characteristics.
3
ALHA Report Na. W2 ] 09g 1-A
�
�
�
Free �raundwater was not �I]CUL]1lt�I'�[� in tile �orin�s. Hawever, it i5 corrti�ian ta encouilter
seasonal graundwater in graniilar sails, from r�atural f'ractures within the clayey matrix, at tlle
soillrack [limestoi�e or shale} interface or frorn fractures in the ro�k {lirnestane ar shale),
particularty duri��g ar after periads of precipitation. If more detailed gr�u�idwater infannation is
requir�d, ino�litoring wells or pi��om�t�rs can b� installcd.
Further det��ils concernin� subsurfac� ir�ateri��ls and cc�nditions encountered can 6e obtained from
the attached boring l�gs.
EhG[NEERING ANnLYSI� AND RECUMENDAT[DVS
Calculations used to dete�-mine the rec7uired pa�einent #hickness are �ased only an the }�ltysi�al
and ertgineering praperties of the materials and con�entional thickness detenliination procec�ures.
Related civil design factors 5L1C�1 as subgrade drainage, shoulder suppori, �rass-sectianal
configurations, surface ele�ations, jaint design and en�iranmental factors will significantly affect
the ser�icc life and �nitst be includcd in prepar�tion af tltie constniction drawings and
speci�cations but were not inclLEded in the scope nf this study. Nnrmal perindic mairztenance
will be required for all pa�ement tc� achie�e the design life c}f the pa�ement system.
Pa��ement Suk��rade Prenaration
gascd an rc�icw of th� borings a��d prcliminary grading plans pro�ided by LJA Enginecring, fn�.
{project No. NT600-O l 12, Sheets 6[] thrnu�l� (�� dated .�pri! 2021 j, wc expect the pa��ement
sub�racie cc�ulcl consist e�f clay soils ar similar onsite inaterials used for grading the site. The
p��ement subgrade cQ�ild also consist af limestane in some areas depending on tiie given
locatian a�ang the aligrunent and grading requirements. Since tl�e subgrade canditions and
required treatments could �ary aiong tlie prapased rflad alignment, ALPHA sh�uld be retained ta
ob5crvc �nnstructian to �crify co��ditinns arc as cxpcctcd, Alsa, wc should bc pro�ided with tl�c
final �radin� plan fnr re�iew prinr tn �nnstruction to �erify nr i��ndify in writin�; the
recammendations containe[� in this re}�ort.
The expased clayey surface sails should he scarified to a depth of fi inches and 8 inches for
Residential llrban and C:ollectarlArteria] streets, respectively, and n�ixed with a minimum 3(3 and
3� lhs p�r sy yard of hydrated iiir�c {�y dry sai] wcight} in G�rnfnrir�ari�c witl� TxDQT Standard
S�ecitications Item 2fi�. The ap}�licatinn rate for Residential Urban streets i5 the mini��lt���l
rec�ui�-ec� hy the City of F�rt Wortl�. The application rate for Col[ectorlllrterial streets is 6ased an
a G percen� application rate, assuming a c�ry unit soil weight of I0� pcf� ior t�e pavement
subgrade. The restilis ai' lime series tests periorrned on representative c�ay sampies are aitached
�Figure 2}.
Wc eecammei�d limc stabilizatinn proccdures cxtend at ]cast 1 ft 6eyand thc ed�e af the
pa�ement to reduce effects of seasonal shrinkin� anc� swellirig upan the extreme ed�es af
pa�ement. The soil-lime r�lixture sliould be co�npactecl to at least 95 percent of standard Pi•octor
maxitnum dry density �ASTM ❑ G98} atid withi�l the ra�lge oi� 0 ta 4 percentage poi�lts aba��e ihe
rnixtuz-e's optiznum n�oistu�-e contc�lt. In all areas wh�re hydrated ]in�e is used to stabili�e
suh�;radc soil, routinc Attcrbcr�-li�nit tcsts sl7nuld bc performcd t� vcrify thc resuiting plasticity
incfex of the soil-lime mixture is atlor belaw 15.
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Mechanical lime stabilizatian of the pa��entent subgrac�e soil will �lat pre�erit normal seasonal
mo�eir�ent oi' #he underlying untreated materials. Pa�e��ien# and other flatwork constructed at
fina] grades as could experien�e soil-relatec� potential seasana] movements of up to al�out 5'/z
in�l3es depending on the depth of limestane froan ti�zal grade. Patential seasonal mo�eanents are
discusscd in mar� dctail in ALPHA Rcport No. W21 [}991 perfarmed for tl�c resid���tial
foundations ta be constructed at the sitc.
Lime stabili�ation of the pa�ernent subgrade is not required wi�ere the pa�ement su}�grade
consists af limestone. In pa�ement areas where limestone is exposed a#ter final s�ingrade
ele�ation is achie�ed, o��-site lime stabilized clay cuttings, on-site processed ]imesto�tie cuttings,
❑r flexiblc base �natcrial could bc used as a lc�eling coi�rse {as ne�ded} ta pro�v�dc a smooth
surface fos� placement of the pa�ement.
Califarnia Bearing Ratio {CBR} tests pe�•farrned for this 5pecific project indicates tlie CBR �alue
[or ihe natura] clay soil tesied is about Z.5 to 2.7 (see Fig��re 3}. F�llawing i�npravei�lent with
lime, the CBR va3ue far the Ii�ne stabili�ed clayey sflils is expected to be at ]east 1[].
Partl�nd Cement C�ncrete Par•ement 5ec#ion
Using the 1993 AASHTD pa�emesit design procedures (WinPAS computer prc�grair� distri�iuted
by American Ca3lcrele Pave�nent Asso�iation}, tlle iollawing design para�neters were used in
anaiyses af tl�e PCC: pa��ement section.
• Co�npressi�e strenath of cancrete 3,60� psi at 28 days
■ Modfi]us of Eiasticity 4,U�U,[]�[� �si
• Mndulus af Rupture 62D 4�si
• Modulus of` Subgrade Reactiazl* 204 pci
• Laad Transfcr Co-c�fici�nt 3,0
• Drt�ina�e Caeff�cient 1.0
■ Initial PSI 4.5
• Tcrir�inal PSI far 2.� {Rcsidential [J�-ban}
2.25 {Cnifector}
2.5 {Arterial}
■ Standard ❑e�iation 0.39
• Reliability SS �ercent
�Subgrade prepared witli lime stabilication, or graded limestane as discussed in tlle prer�iQus
sectia3i.
L]sing the Strcct Classificatifln af "Rcsidcntia]-L]rban" as dcscribcd in thc refcrcnccd Fart Worth
Pa��einent Desi�n Manual, it is estrmated annual traf�c �nlume will bc al�out 35,[i00 Equi�alent
Single Axfe Loads (ESALs} in one tiir�c#ion o�er a 25-year desian life witfl 0.5 percent annual
traffic growtli. Based an this, we estimate tfie cumulati�e ESALs o��er the desigr� life af tl�e
Residenttai llrb��� street pa�eme�lt to be abotit 930,�04.
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[]si�1� the Str�et Classificati�n of "Collectar" as described in the refec-en�ed Fort W orth
Pa�emeiit Design Ma�ivaL, the annual traffic �olume will be aba�it 1Q0,000 Ec�ui�afent Sii�gle
Axie Loac�s [ESALs) in one dire�tian over a�5-year design life with 1.5 percent annual trafiic
growtli. Lased an this, we estin�ate tl�e �umulati�e ESALs over the design iife of t13e pa�eanent
to bc about 3,(1QU,[3�]a.
Using the Street Classi�cation af "Arterial" as descrihed in the referencec� Fc}rt Warth Paven�ent
Design Manual, the annual traffic �olLime will be abaut 3�0,0�0 Equi�alent Singie Axle Loads
{�SALs} in o�ie directian o�er a 30-year design life with 2.5 percent anzival traftic growth.
Lased on this, we estimate the cumulati�e ESALs o�er the design Iife ❑f the pa��emcnt to be
about 13,0(]O,d�][�.
If the actuaf expected traffic ��olume is differeilt than Lised for our analysis hereir�, otir affice
shauld b� pro��ided with the actual expected traff�c �r�lume so that we can re-e��aluate aur
recommendatio�ls.
Eased an the subgrade prcparatiflns recflmmended h�rcin, tl�c projccted traftic �oltime and stated
desi�;n parameters, a minimu�n 6-inch scction of Pnrtland cement concrete is required far
ReSidentia[ Urban classified Streets, a minimtitn 7'/�-incf� sectian of P�rtland cement concrete is
required for Collector classified streets and a minimum 1�-inch section of Partland cement
concrete is required far Arterial classified streets at this proJe�t.
PCC sl7auld ha�e a mrnim�im 3,G{?Q psi camprc5siv� strcngth at �$ days. The cancretc section
sh�uld be placed o�er a prn}}erly pre�ared ;�ub�;radc as di5cussed herein. Co��crete should be
designeti with 4.5 � 1.5 percent entrained air. Reinfarcing steel far concrete pa�en�ent should 6e
iii accord�i�ce with Table 4.1 af tlie referenced Pa�eme�lt Design Manual. .Toints a11d s�w-cutting
in concrete shoi�ld be in accordance with Section Four of the referenced Pa�veinent Design
Manual.
Draina�e and '�7aintenance
Rautine mainteiiance, iricluding sealing af cracks ai�d joints should be �erfarmed over tlie life oi�
the pavement. Adequate drainage shauld be provided t� reduce seasonal ��ariations in the
moisture content of suhgrade soils. Maintaining positi�-c surl'ace drainage throughout the li1'c
nf the pa�ement is essential.
Snluble Sulfates
A total of' eight (S} samples oi�tained Irom the hflrings were tested ior soluble suliate
concentrations. Results of the ]aboratory testiiig {Tx�DT Test Method TEX-l45-E Part II} are
summari�cd in Tabl� B.
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TAE3LE B
Soluhle Sulfates
SampCe Baring Depth, Saluble Sulfate,
Material T,ypc
Nu. No. ft ni IK m
1 21 D-2 Brcnvsi CLAY 5�
2 25 0-Z L3ark f3rown CLAY 70
3 29 2-4 Brown CLAY 37
4 33 0-2 Dark Brown CLAY 67
5 38 2-4 Dark Brown CLAY 54
6 41 2-4 Brown CLAY 50
7 44 2-4 Brown CLAY 76
8 5[i 2-� Dark Brc��r•i� C,LAY 57
Based nn the results of laboratory testing, the snluble sulfate contei�t measurecf in the sam�les
tested is consiclered relati�ely low (�3,040 ppm). It shaulci be noted that cancentrations af
saluble sulfates in soil are typically �ery localiLed a�ld co�lceniratia�is in other areas of'the site
could ��ary sig��iticantly. T1lerefare, it is recornmended stilfate samplingltestir�g be pertormed
alo��g the pa�ement stibgrade during c�nst�tctioi�. ❑uring �onstruction, experie�lced
gcotcchnical persnnncl shauld makc cl[�sc obscr�at�ons far possiblc sulfatc rcactions.
GE�IEItAL C�VSTRUC'I'lON YitOCEU�1tES Al\U RECO�TIL'IENDA'I'I�NS
Variations in substirfa�e �anditions cauld Ue et��auntered dtiring canstru�tion. T❑ per�nit
correlatian betwee�l test borizag data and a�tual subsurface conditians encountered during
canstruction, ft is rccnmi��ended a rcgistGrcd Prnfessional Enginc�ring firm be rctained to
obserWe construction pi-ocedures and �naterials.
Soine constr�ciian prableir�s, partic�il�rly degree ar magnit�ide, camiat be reasaziably anticipated
uiitil the course of constnictian. The recamme3idations offered in the follawi3�g paragraplis are
int�i�ded not to lin�it or preclude flth�r �oa�cci�•able salutioatis, but rathcr tn �ro�=ide aur
❑bservations based on our ex}}erience ai7d und�rstanding af tl�e prnject Ghara�teristics anr�
subsurface car�ditions encountered in the borin�;s.
Site Preparation aud Gradin�
All arcas supparting pa�cme�lt ar areas to recei�� n�w fill sl�ould be properly prepared. After
co�nplction of thc ncccssary stripping, cicarin�, and cxcavating and prsor to piacin� any rcquircd
fill, the expased sub�rade should 6e carefully e��aluated hy probin�; �nd testin�;. Any �indesirable
tllaterial targanic inaterial, wet, saft, oi- l�ase soil} still i�1 place shauld be remo�ed.
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The expo5ed sub�;rade should be further e��aluated by p�-oof-rolling with a hea�y pneiiinatic t�red
roller, loaded duinp truck or similar eqtiiip�iien# weigliing approximately Z5 tons to check for
packets of'sott ar loose material hidden heneath a thin �rust of'possihly better soil. Praof=roiling
procedures shau]d be observed rautinely l�y a Professiana] Engineer ❑r his desig�lated
represcntati�c. Any undcsirable t��ar�rial [arganic matcrial, wct, saft, or l�osc soil} expascd from
the proof-roll shotiild l�e remo�ed and replaced wit}� ��ell-cair�pacted m�teria! �5 outlined in the
Fill Compactinn sectiai�.
Prior ta placement af any fill, the exposed sul�grade should then he s�arified to a minimum depth
of 5 inches and re�ompacted as fliitlined in the Fiii Compaction section.
If t"sll i5 to be pla��d c��� existin� SlopeS (natural or ca�lstrticted} steeper t}�an six l�c�rizontal to ane
�ertical (6:1}, the �11 materials should �e l�enche�i into the existing slopes in such a manner a5 to
pro�ide a inini�num bench width of' ��e (5} ft. This shauld pra�ide a gaod contact hetween the
existing soils and new fili materia�s, rediice potential slidii�g planes, aaid allaw relatively
hori�ontal iift pta�ements.
Even if fill is pt-nperly compacted as re�ommended in t11c Fill C'o�i�paGtion sectioi7, fills in excess
af about l� ft are still suhject to settlements o�er time �f tiEa tc� about 1 tp 2�ercent of the total
fill thickness. This shauld be considered when pla�inirig or placing deep i-ills.
Slopc stability analysis of c�r�bankn�cnts (nat�iral or constructed} and global stability anaiysis far
retainin�; walls was not within the sco}�e oitl�is 5tudy.
The �antractor is responsi�le f�i• designing any ex�ar•atian sla�es, temporary sheeti�lg or shoring.
Design of these structures should include any iinposed surface surcharges. Canstruction site
safety is the sale responsibility of the contractar, who s]ial] also be solely responsible for the
mear�s, mcthods and se�uencing of constructio�} operatior�s. Thc cantractor should al5o bc aware
that slnpe hei�ht, sla�e inclinatian or exca�ation depths (includin� utility trench exca�atinns}
shauld in no ca5e exceed thase �pecified in local, state andlor fecieral safety regulations, s�ich as
OSHA Health and SaFety Standard far Exca��atians, 29 CFR Part 192fi, or successor regtilations.
Sta�kpiles shauld be place well away fram the edge af the excavation and their heights should be
cor�trolled so they do not surcharge #he sides of the exca�atio�l. Surface drainage shauld be
carcfully cnntrall�d to prev�nt flaw o� wat�r a��r thc slapcs andlor intn t}�c cx�a�ations.
Construciic�n slopes shnuld be closely obser�•ed fa�- si�ns of mass ma�ement, includin� tensinn
cracks �iear the crest, or bulging at the toe. If pater�tial sta�ility pro61em5 are ob5er�ed, a
geotec�inical engineer sliould be �oritacted irnmediately. Sl�orin�, bracing, or underpirinirig
rec�uired f'Qr ihe pro�eci (if any} sliati�d he designed by a pr�fessionai engineer registered in the
State of Texas.
Due to the nattire af the clay soiis fnL�nd near the 5urface at mnst of thc barirt�s, traffic of 13ea�y
equipm��lt {includin� ilea�y cain�actiar� equipment) may crcate �7LlI7i�7117� and gencral
deteriai�ation af shallow soil5. There#'ore, some construction diftic�ilties should ioe �nticipated
during periods when these soils are saturated.
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Fill Campa�t'ron
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The following campaction recommendatians pertain t❑ general filling and site gradin�. The
pa�ement suhgrade should Ue prepared as dis�ussed in the Pa�ement Subgrade Preparation
sc�tion.
F'rncessed liinestone or ❑th�r roc[c-like inaterials used as fill 5hauld �e compactec� to at least 95
percent of standard Practor maximum dry density. The ca�npacted moisture content af limestone
or ather rack-]ike materials used as fill is nat �onsidered crucial ta proper performance.
Howe�er, if the material's moisturc content during placement is within 3 per�entage points nf
optimum, the �ampacci�c cffort r�quircd to achic�� thc minimutr� compaction �ritcria may bc
mi��imizec�. In �eneral, processed li�nestone used a5 fill should l�a�e a maxi�num ��article size nf
6 inches. Howe�er, any }�rc}cessed limestone used as fill within 3 ft of the final pa�einent
subgrac�e ele�ation should ha�e a maximum particle size of 3 inches. �1 gradatian of at leasi 4a
percent pasying a statidard No. 4 sieve is recommended.
Clay with a plasti�ity indcx e�ual to or greater than 25 shauld l�e campactcd to a dty dcnsity
between �5 and 1[)f] percent of standard Proctor maxim�nn dry density (ASTM D fi9�i}. Thc
���npacted moisture content pf the clays durin� ��laceinent s�totiild be within the ran�� ❑f 2 ta 5
percentage paints aba�e aptimum.
�:lay with a plas#icity i��dex less than 25 sh�utd be coinpa�ted to a dry density of at least 95
per��nt of sta�ldard Proctor m�xiir�u�n dry dc�lsity [ASTM D 69$} and witliin thc rangc of 1
percenta�e �oint be[ow to 3 percer�ta�;� �oints aba�e tl}e material's �ptimutrs �noisture �o�itc�lt.
Clayey soils used as fi]] should be pracessed and the largest particle ar cfod shauld be less than 6
inches prior ta cainpaction.
Whcrc mass �]]s are dccper t11an 1� ft, thc �lllbacktil] helaw i D ft should bc co�npa�tcd to at
least [ f]0 �ercent �f standard Practar maximum dry density �ASTM ❑-[�98} and wit}�in 2
percenta�e }7aints of the material's optimum moisture cantertt. Tl�e po:�tion af the �lllbacktill
shallawer than 14 ft should �e �ampacted as �utlined fierein.
�ompac#ion shau]d be accomplisl3ed hy placing fil] in about S-inch-thick loose lifts and
campa�ti��g �ach ]ift to at lcast thc spccificd mi�limum dry d�i7sity, Fi�ld dcnsity and moisturc
cantent tests shoiild be pei-iai-med c�n ea�h lift.
In gerieral site �rading areas where �inal fill slopes will be four horizontal to oiie �ertical (4:1 } or
steeper a�id greater than 5 it in heighi, Iield density and nioisture content tests should be
performed on each lift.
lJtiiities
Whei•e utility lines are deeper than l� ft, the filllbackfill belaw 10 ft should be compacted to at
leasi 100 perce�lt of sta�zdard Prflctar maxi�num dry de�isity [ASTM ❑ b98} and witllin —2 ta +2
percentage points af the �a�aterial's flpti��uan xnoisture cflnte��t. The portion of the filllback#ill
shallawcr thar� 1[� ft should �c �n�npactcd as prc��iously autlincd. ❑c��sity tcsts should t��
perfarineti an each lift {tnaxiinum 12-inch thick} anci shauld be perfarmed as the trencll is being
b�cklilled.
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Even if:fill is pi•operly corr�prrcted,.filLs in e.xcess of al�aut ICJ, ft crj•e sti11 sirhject in settlenzer2ts aver
timn of�irp ta cahout 1 ta 2 peycejzt nf the total fill td�ick�aess. T�his shoa�Id he cansrc�erec� tivheyr
c�esr�rnirag puvenaesrt aver crtilrtti� li�ar�s cr��cllor• other- crreas tii�ith clec�p_fill.
If utility tr�nch�s or nth�r �x�a�atio��s cxtend to ar bcyond a deptl� of 5 ft uclow constru�tian
grade, t17e contr�ctor nr others sha3! tae required to de�elop an exca�ation safety plan to protect
personn�l e�ltering the exca�atio�l or exca�ation �ici�lity. T13e calkection of specific geotech�lical
data and the der�elopment af such a plan, which could incltide designs for sloping and benching
or �arious types �f temporary shoring, is heyond the scope af this study. Any s�ich designs and
safcty plans sl�all be de�eloped in accardance with ��irrent OSHA guidelines and othcr
applicahlc industry standards,
Ground►��ater
Grou�idwater was nat encauntered in the horings. Fram our experience, shallower grourldwater
seepage could be encountered from the subsurface stra#igrapl�y in exca�ations for pa�ement,
utilities and atl7er general excavations at this site. The risk af 5eepage in�reases with depth af
exca�ation and durin� or aftcr }-reriods nf precipitatinn. Standard su�n�� pits and pumping may bc
adequate ta contro! seepage on a local basis.
In any areas w�ere cuts are made, atie3ltia�l should be given ta passihle seasana] water seepage
that could ❑ccur thro�gli natural �racks and �ssures in the newly exposed stratigraphy. The risk
of sccpagc is incrcascd wl�crc li��ncstanc is cxpos�d in cxca�atiflns and Sl��cs ar is ncar tina]
�rade. Iri tl�ese arcas subsurface drains may be required to ���tercept seasonal �;roundwater
seepage. The need fc�r these or ather �iewatering de�ices should be carefully adc�ressed during
caizstruciioii. �u�• office could be contacEed to �isually abserve fiiial grades to e�aluate the �ieed
for such drains.
L11�9[TAT[t]w5
Professiona� ser�ic�s pra�ided in t�tis geotech�lical explaration were p�rfoz-med, �ndings
obtained, and recommendations prepared in accordance with generally ac�epted geotechnical
engir�eering priricipley and practices. The scape of sen�ices provided herein daes nat incltide an
en�ironmental assessment of the site or in�estigatio�� for the presence or absence of hazardous
matcrials in thc soil, surfacc water or groundwater. ALPf-[A, u}aon writt�n rcqucst, can b�
retained to prn�ide sai��e.
ALPHA TESTING, INC. is not responsible for canciusiaiis, opinions or recarnmendatians
made by athers based an this data. Ini�r�n�tian cat�tained in this repflrt is intended for the
exclusi�e use of tl�e Client (and their designated design representatives}, and is related solely ta
dcsign of tl�c sp��ific structtires outlincd a�� th� co�cr pagc of tllis rcport. Na party otllcr tl�an thc
Clicnt {and their dcsi�nated �esi�n represcntati�es} shall use nr i��ly upon this re�ort in any
mai�ner whatsoe�er unle:ss 5uch pa�-ty shall ha�e obtained ALPHI�'s writt�n acceptance c�f such
iritended use. Aiiy such third party usitig this repart after o�taining ALPHA's written acceptance
shall be bound by the ]imitations and li�r�itatiar�s oi� Iiability contained herein, i�lcluding
ALPHA's liability heing iin�ited ta tl�e fee paid to it for this repflrt. Reco�nn�endatio��s presented
in this rcport shnuld not be uscd for dcsign of any othcr structures cxccpt thosc Spccifically
described in this report. In all areas af ihis re}�or[ in whicfl 1�LPH11 may }�ro�ide additianal
ser��ices �i� requested to do so in writin�, it is presumed ihat such requesty have noi been made ii'
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ALHA Report Na. W2 ] 09g 1-A
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not e�ideilced by a written document a�zepted by ALPHA. Further, subs�irface car�dit�ons can
change with passage of time. Recommendatians cantained herein are not considered a�plicable
for an extended periad of tin3e after the campletion date af this report. It is recoinmended ❑ur
office be cantacted for a re�iew ❑f t]le co��tents of this report for co�istruction �aminenci��g n�ore
tha» o��c �1) y�ar aftcr �amplction af this report, Non-ca�npiiancc with any of tl�csc
requireinents by the Client ar ai�yone else Sha6l release ALPHA from ai3y Iiability resuftin� from
tkle us� af, or reliance upon, this re}�ort.
Recoinmendations pro�ided in this report are b�sed on our understanding of information
pro�ided by the C:�ient al�out charactcristics of tl�e praje:ct. If thc Clie�lt notes ai�y deViatian from
thc fa�ts about projcci charactcristi�s, our nffi�� should bc contactcd iir�mediatcly since this may
materially alter the recommendations. Further, ALPHA TESTING, INC. i5 nrst res�ron5ible far
darna�es I"�Sk.11tlila from w�rk�ilanshi� of desig�lers ar contractor5 and it i� recos�linended tl�e
Owner retain q�ialified personnel, such as a Geotechnical Enginee�•ing finn, to verify
construciian is periarmed i�i accordance with plans a�id specifications.
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CL05URE
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All recommendatians in the referenced geote�hnical report remain un�hanged unless specifically
modified herein. We appreciate tlle apportunity ta Ue af ser�i�e. Please contact us witl� a��y
qucst�ons or cornnacnts.
Sincerely,
AI.PHA TEST1�rG, I�iC.
1..� u�� �
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Kimberly Fyffe
Gcntecl�nica] Projcct Managcr
KLF�'SJH:'af
C:opies: { I-PDF} C:lient
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Atta�h�nents: Soring Locatic�Fi Plan — Figure 1
;vioisture Density Relatioi�ship - Figure 2
Calilor�iia B�arin� Ratiu (CB�} Fiburc 3
Mechani�al Lim� Series — Fi�ure 4
Log of Barit�gs {Borings 1 thrau�h 51 }
K�y to Soil 5yn�bols and Classiti�ations
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Iiriati .i, �-Ioyt, P.F.
Gcatccl�nical �cpart�ncnt Managcr
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CiE:()T1:C'HN1C'11L EXPLCl�AT1D�
MA�CRD PHAS� 1
N[7f�TH C7F SENUEItA RANCN
l3UL: LEVARD
FDRT �'�RTH_ TEXAS
ALf'HA P1tD]ECT NO. lA'21099i
r
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�
;h'FfERE 1T A1L B��Ih15
FIGiTRE 1
SDRING LDC'ATIDN PLAN
�
1`
ALPHA ��\TESTING
505$ Brush Creek Rpad
Fvrt Warth, Texas 76919
Geotechnical I Construction Materials I En�ironmental
www.alphaYesti ng.�am
7BPE Firm No. 813
TESTEQ F�R: GRBK Edgewaod, I.LC
Fort Worth, Texas
PROJECT:
Madera Phase 1
Fort Worth, Texas
OUR f2EPdRT N�.: W21Q991 �6113l��
MRTERIAL pESCRIPTION: C]ark Brown Ciay with Sarsd and Gravel
CLASSIFIGATIQN: CH
SAMPLE L�CATION: Near Baring 21
TEST METH�Q: ASTM t}898-B
S�fL I� NUMBER:
MAXIMIJM dRY UNIT WEIGHT: 93.3 PCF
�PTIMUM M�15TLJRE C�NTENT: 2Q.8 °lo
LIQUIQ LIMIT: 63
PLASTIC LIMIT: 2�
PLASTICITY INDE7{: 43
°Ia FINER TFfAN N0. 2DD 51EVE: 73°Io
M015TLJRE ❑EN51TY RELATI�NSHIP
�
106
101
�
3
v
� 96
H
2
(7
w
� 91
Z
�
�
Q'
G
86
81
■A�■ ' �►Or■ ■���
����� ����� ���� � ��� ����� �� �� ����
■..■■��:::::::::::`::::::::::�:::::
.....
:::::�C::::::::::�:: �::::::::�:::::
■..■■■.■.■■■..■■■■.■.....■■.■■■■■.■■
■■■■■■■■■■■■■■■■■■■....■■■■■■■■■■■■
...................................
����� ����� ����� ����� „--,� ����� �����
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����� ����� ����� ����� ����� �� ��� �����
����� ����� ���.� ����� �„��� ��,'..����
����� ����� ������ ����� �.-�� ��.., ,����
����� ����� ��.�� ����� ��„�� ���,.,, ���
����� ����� ����� ����� ��■-� ����, ■"��
����� ����� ����� ����� ����� �����,...�
����� ����� ����� ����� ����� ����� �"..
����� ����� ����� ����� ����� ����� �■„'
�����,���� ����� ����� ����� ����� ���'.
����� ����� ����� ����� ����� ����� ����,
����� ����� ����� ����� ����� ����� �����
����� ����� ����� ����� ����� ����� �����
����� ����� ����� ����� ����� ����� �����
8% 13% 18% 23%
MOISTURE CONTENT
28% 33% 38%
Respectfully Submitted,
FIGURE 2
Antonio Franco
ALPHA TESTING, INC.
Page 1 of 1
6ur [esv resu¢s aud repnns are ipr Ihe exclusiva �Se n[iha Clien[ [antl lheir aesigna[en rer.iprenis on file in nur nF::ce} and shall nn[ he reprndm:xd andlm Jis[�iliu[ed ax�ep[ wi�h axpress apprnval of Alpha. Tne usx nf n�r
name ard test results must receive vur written appmval Test results and reports apply oMy to lhe samples tested andior o6served, and are no[ indica[ive oi the qua�ities of apparently idervtical or similar spedmens.
ALPHA��
�
TESTING
WHERE IT ALL BEGIHS
Geotechnica! • Consiru�t+vrr Maierials • En�rronmental ■ TBPE Firm No. 813
REPORT OF CALIF�RNIA 6EARING RATI� RE5ULT5
�ASTM 01883]
Project No: W210991 � ❑ate: 061131�1
Material �escription: Dark Brawn Clay with Gravel
Sample Location: Near Boring 21
CBR @ 0.10 Inches = 2.30%
CBR @ 0.20 Inches = 2.40%
70
.�
50
�t� 40
Q
N
N
N
L
� 30
20
10
0
�
- — — I - - ---
-- � --- - - ---
�
0.0 0.1 0.2 0.3 0.4 0.5 0.6
Penetration, in
FIGURE 3
ALPHA��TESTING
�
WHERE IT ALL BEGIHS
Geotechnica! • Consiru�t+vrr Maierials • En�rronmental ■ TBPE Firm No. 813
REPORT OF MECHANICAL LIME SERIES RESULTS
Project No: W210991 I Date: 06/13/21
% Lime 0% 2% 4% 6% 8%
PI 36 22 13 10 8
70
65
60
55
50
45
40
a 35
30
25
20
�
� � � �
�— _ _
15 — -
10
5
0
0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15%
Percent Dry Weight of Lime
FIGURE 4
5115klfrrrsh C7e•rk Rd. BQR�N('7 i��.: �
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�5�ZQ21 End Qate: 4/512021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with limestone fragments and calcareous 4.5+ 1$ 6❑ 21 39
nodules � �
Tan CLAYEY SAN� with gravel ��
i
'i .
i�
%� 55 12 43 16 27
5
� ::.
%�'. :
i.
;� ,
9.0
Tan LIMESTONE with shale seams 50/
10 2.75„
100/
15 15.0 0.75"
Gray SHALE
100/ � 2
20 20.0 7.75"
TEST BORING TERMINATED AT 20 FT
SIISkltrrrsh C7e•rk Rd. BQRING N�.: G
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�5�ZQ21 End Qate: 4/512021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
�ark Brown CLAY with calcareaus nodules
3.5 31 82 28 54
_ �. 2.D
Tan CLAYEY GRAVEL with calcareous nodules
.,S'i; I
4.5+ 41 10 44 18 22 a.7
�""�'�
2.75 3�
c� `.l f; 5.0
T�n LIiNESTaNE with shale seams �pp�
Q.75��
100/
10 1.75"
13.0
Gray LIMESTONE with shale seams
100/
15 0.50"
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
5115,ylfrrr.sh C7e•rk Rd. BQR�N('7 i��.: 3
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�5�ZQ21 End Qate: 4/512021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Dark Brown GLAY with limestone fragments with
calcareous nodules
3.75 28 77 26 51
2.D
Tan LIMESTOIVE with shais seams 4$
'E 001
5 � ��
100/
10 0.75"
12.0
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
5115,ylfrrr.sh C7e•rk Rd. BQR�N('7 i��.: 4
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�7�ZQ21 End Qate: 4/712021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brown CLAY with calcareaus nadules and limestone
Tragments
4.5+ 22 69 24 45
2.D
Tan LIMESTOIVE with shais seams Tpp�
4.56"
'E 001
5 0.75„
9.0
Gray LIMESTONE with shale seams 100/
10 0.50"
100/
15 0.25"
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
5115klfrrr.sh C7e•rk Rd. BQR�N['7 i�0.: �
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�7�ZQ21 End Qate: 4/712021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Dark Brown CLAY with calcareaus nadules 0.5 4.5+ 23 73 25 47
Tan LIMESTONE with shale seams
100/
3.75"
100/
5 2.50„
9.0
Gray LIMESTONE with shale seams 100/
10 0.50"
100/
15 0.25"
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
5115klfrrr.sh C7e•rk Rd. BQR�N['7 i�0.: �
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�7�ZQ21 End Qate: 4/712021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brown CLAY with limestone fragments and calcareous 4.5+ 91 67 23 44
nodules 0.5
Tan LIMESTONE with shale seams
100/
1.50"
100/
5 2.50„
9.0
Gray LIMESTONE with shale seams 100/
10 0.75"
100/
15 0.25"
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�t B�RING N�.: 7
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�7�ZQ21 End Qate: 4/712021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.25 23
4.5 3.2 1 �4 24 TO 24 4B
4.0
Tan CLAY with �al�areous nodules
5
- 4.5+ 14
�
/ 4.5+ 9 3
7.fl
Tan CALCAREQLIS CLAY with same limestane 74 87 11 32 13 19
/ seams
/�
/: � 501
1 ff / ���
j%
j
r' �i
13.C1
Tan SHALY CLAY
/F�
4.5+ 22 59 21 38
�';
15 , '
/
�
�
, /
`%� 19.p
� Gray SHALY CLAY
2ff �� �O.Q
TEST 80RIlVG TERMINATED AT 20 FT
SIIS�YItrrr.sh C7e•rk Rd. BQRING N�.: S
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 41�����Z� End Qate: 4I1212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
�ark Brown CLAY with calcareaus nodules
4.5+ 9
2.75 25
3.Q
i Tan LIMESTdNE with shafe seams 45
5
50/ 10
10 1.75"
100/
15 2.75"
18.0
Gray LIMESTONE with shale seams
100/
20 20.0 3��
TEST BORING TERMINATED AT 20 FT
SIIS,yltrrr.sh C7e•rk Rd. BQRING N�.: �
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 41�����Z� End Qate: 4I1212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
�ark Brown CLAY with calcareaus nodules
4.5+ 19 77 26 51 2.8
2.D
Tan LIMESTOIVE with shais seams �[pp�
Q.75��
50I
5 1.25„
100/
10 2.50"
13.0
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
SIIS,y Itrrr.sh C7 e•rk Rd. BQRI NG N�.: � Q
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�7�ZQ21 End Qate: 4/712021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
�ark Brown CLAY with calcareaus nodules
4.5+ 24
_ �. 2.D
Brown CLAYEY �RAVEL with calcareous nodules q 5+ Zg 15 42 20 22
3.�
Tan LIMEST�NE with shale seams
'E 001
5 0.50"
100/
10 4.50"
12.0
Gray LIMESTONE with shale seams
100/
15 0.50"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
SIIS,yltrrr.sh C7e•rk Rd. BQRING N�.: ��[
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�7�ZQ21 End Qate: 4/712021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
�ark Brown CLAY with calcareaus nodules
4.5+ 21
_ �. 2.D
Tan CLAYEY GRAVEL
4.5 16 9 44 18 22
�i
i 4.0
Tan LIlVIESTOf�E with shaEe seams ��p�
5 0.25„
100/
10 0.75"
12.0
Gray LIMESTONE with shale seams
100/
15 0.50"
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
5115k Ifrrr.sh C7 e•rk Rd. BQR� N['7 i�0.: � 2
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�7�ZQ21 End Qate: 4/712021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Dark Brown CLAY with calcareaus nadules 0.5 4.�} � 8 78 2� ��
Tan LIMESTONE with shale seams
100/
0.25"
100/
5 � ��
100/
10 � ��
11.0
Gray LIMESTONE with shale seams
100/
15 0.50"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�i. gpRING N�.: 13
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 41�����Z� End Qate: 4I1212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.5+ 24
4.25 22 T5 25 50 a.9
4.0
Tan CLAY with �al�areous nodules
'- 4.5+ 5.3 115 13 44 18 2fi
j �:
fi.0
� Tan CALCAfiEaUS CLAY qpp�
{�.5q'
�
' � 2$
10 �:
�/.
��
�� 13. C}
Tan SHALY CLAY with calcareous nodules
/F�
4.5+ 16 40 99 21
�';
15 , '
/
�
�
�/
��� 19.a
Gray SHALE T001 4.5+ 90 16 51 19 32
2ff 20 Q 2.56��
TEST 80RIlVG TERMINATED AT 20 FT
5115klfrrrsh C7e•rk Rd. BQR�N('7 i��.: �4
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4113/2421 End Qate: 4I1312021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
,; Dark Brown CLAY with calcareaus nodules and 4.5+ 99 60 22 38
limestone fra ments fl.5
Tan CL.AYEY SANp
j
, J � 5$ 2$
%- .
i:
� � 6{}
5
I
i
�
9.0
Tan LIMESTONE with shale seams 50/
10 4��
50/
15 5„
18.0
Gray LIMESTONE with shale seams
100/ 14
20 20.0 2
TEST BORING TERMINATED AT 20 FT
5115k Ifrrr.sh C7e•rk Rd. BQR�N['7 i�0.: ��J
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4113/2421 End Qate: 4I1312021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brown CLAY 0.5 4.5+ 20 70 23 47
Tan LIMESTONE with shale seams
100/
1.50"
100/
5 � ��
100/
10 10.0 2��
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
SIISk Itrrrsh C7 e•rk Rd. BQRI NG N�.: � 6
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4113/2421 End Qate: 4I1312021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
�ark Brown CLAY with calcareaus nodules
4.5+ 2$
2.D
Tan CLAY with calcareous nodules
3.75 2fi 77 25 52 0.9
� 3.5
Tan SHALY CLAY
52 42 17 25
5 �
/
/
f'
/
9.0
Tan LIMESTONE with shale seams 50� g0 15
10 4.50"
100/
15 6„
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
SIIS,y Itrrr.sh C7 e•rk Rd. BQRI NG N�.: � 7
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4113/2421 End Qate: 4I1312021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
�ark Brown CLAY with calcareaus nodules
4.5+ 22 79 27 52
2.D
Tan LIMESTOIVE with shais seams �[pp�
1"
'E 001
5 0.75„
100/
10 2.25„
12.0
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115k Ifrrr.sh C7 e•rk Rd. BQR� N['7 i�0.: �$
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4113/2421 End Qate: 4I1312021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brown CLAY with calcareous nodules and limestone 4.5+ 15 72 25 47
fra ments 0.5
Tan LIMESTONE with shale seams
100/
0.25"
100/
5 � ��
100/
10 10.0 0.75"
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�t B�RING N�.: 19
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4114/2421 End Qate: 4I1412021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
�; Brawn CLAY with ra�el p.5 4.5+ 91
Tan CLAY
,
� sz
/�
�/
r� 73 14
5 �
�
�
f� 1001
�� �; �.��' 87 92 39 94 25
//
�
/
��
'E4.Q
Tan SHALY CLAY
1�' 4.5+ 20 76 25 51
18.0
Gray SHALE
100/ � 2
20 20.0 2
TEST BORING TERMINATED AT 20 FT.
5115klfrrr.sh C7e•rk Rd. BQR�N['7 i�0.: 2�
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4114/2421 End Qate: 4I1412021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brown CLAY with limestone fragments and calcareous 9 5 48 21 27
nodules 0.5
Tan LIMESTONE with shale seams
100/
1"
100/
5 0.50"
100/ 10
10 0.75"
13.0
Gray LIMESTONE with shale seams
100/ � �
15 0.25"
100/ 9
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
SIIS,y Itrrr.sh C7 e•rk Rd. BQRI NG N�.: 2�[
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4114/2421 End Qate: 4I1412021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brown CLAY with calcareaus nadules and limestone
Tragments
4.5+ 20 78 24 54
4.5+ 14
4.0
Tan CLAYEY GRAVEL wilh calcareous nQdules 4.5+ 10
5 ,, "i`' 5.0
Tan LIMESTONE with shale seams 50/
1.50"
100/
10 2.25„
100/ � �
15 �"
17.0
Gray LIMESTONE with shale seams
100/ � 2
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
5115�Itrrr.sh C��e•rk firJ. BQRING NQ.: 22
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4114/2421 End Qate: 4I1412021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus noudles
4.5+ 24
4.5+ 24 T9 24 55 [}.7
4.0
Tan LIlVIESTOf�E with shaEe seams ��p�
5 2.25„
100/
10 2��
12.0
Tan SHALY CLAY
/
� 4.5+ 23
15 /
�
�
�,
,.
� i
17.0
Gray SHALE
100/ 16
20 20.0 3.25"
TEST BORING TERMINATED AT 20 FT
5115klfrrr.sh C7e•rk Rd. BQR�N['7 i�0.: 23
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4114/2421 End Qate: 4I1412021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Dark Brown CLAY with calcareaus nadules and 4.5+ 95 64 22 42
limestone fra ments 0.5
Tan LIMESTONE with shale seams
100/
1.50"
100/
5 0.75„
100/
10 1.50"
12.0
Gray LIMESTONE with shale seams
100/
15 0.50"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�t B�RING N�.: 24
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 41�����Z� End Qate: 4I1512021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules and gra�el
4.5+ 14
,� 2.D
Tan SHALY CLAY with calcareous nodules
4.5+ 15 44 17 27
/
� �j 33 14
,�
�
/
% :
i
�� // 65 95
/
/
�
i
f 'i4.Q
Gray LIM�STQNE with shale seams �pp� �3
15 � �'��
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�t B�RING N�.: 25
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4114/2421 End Qate: 4I1412021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.5+ 15
3.Q
Tan SHALY CLAY with calcareous nodules
' � 68
5
%
�
�
/
�� ,; , 48 11 43 94 29
�,
,j
•�
�
/
J/ 4.5+ 9 8
, �
15 �'
�.
, �
,
18.0
Gray SHALE
100/
20 20.0 3.50"
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�t B�RING N�.: 26
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 41�����Z� End Qate: 4I1512021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.5+ 27
4.0 3.6 1 �4 21 67 21 4B
4.0
Tan CLAY with limestona seams
5
- 4.5+ 11
�
/5D1 .� �
5.T5��
�
� ' 4.5+ 24
1ff /j�
/�
/.
i�.
�
/
f
'i4.Q
Tan LIiNESTDiJE with shafe seams �pp� .� fi
15 � �'��
100/ 13
20 20.0 � ��
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�t B�RING N�.: 27
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 41�����Z� End Qate: 4I1512021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.5+ 19
4.5+ 17 32 18 14 a.4
4.0
Tan SHALY CLAY with cal�areous nodules
4.5+ 13
5
� 76
/
�/ 48
1 ff �;
/.
i�.
�
� ,,
�
� 4.5+ 19
15 � j
�
�
. /
i
, � 19.a
7an LIMESTONE with shale seams qQp� ,��
2ff 20.Q �.25„
TEST 80RIlVG TERMINATED AT 20 FT
SIIS,yltrrr.sh C7e•rk Rd. BQRING N�.: 2$
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4121/2421 End Qate: 4I2112021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Dark CLAY with calcareous nodules and fimestane
Tragments � p
' Tan CLAY with calcareous nodules and limesiane
j fragments
��
� 21 3& 15 20
. /'
J j
'/ 4.o a.�+ �a
Tan LIlVIESTOf�E with shaEe seams ��Ol 11
5 � ��
100/
10 1.50"
12.0
Gray LIMESTONE with shale seams
100/ � 2
15 0.75"
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�t B�RING N�.: 29
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4121/2421 End Qate: 4I2112021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
�ark Brown CLAY with calcareaus nodules
4.5+ 2$
,� 2.D
Tan SHALY CLAY with calcareous nodules
4.5+ 14 55 2ff 35 [}.5
/
,/
5 ,/ 4.5+ 14
�
�-
� �1.25 24
%
/
10 // 49
/
/
13.0
Tan LIMESTONE with shale seams
100/ � 3
15 0.50"
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115�Itrrr.sh C��e•rk firJ. BQRING NQ.: �V
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4121/2421 End Qate: 4I2112021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.5+ 17 39 18 21 a.3
4.0
Tan SHALY CLAY with cal�areous nodules
5
- 4.5t 17
�
/ 4.5+ 13
�,�
�.
9.0
Tan LIMESTONE with shale seams 50/
10 5��
100/ � �
15 1.50"
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�t B�RING N�.: 3'[
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4121/2421 End Qate: 4I2112021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.0 33
4.25 22
4.0
Tan SHALY CLAY with cal�areous nodules
�' - 4.25 14 33 15 18 0.4
�
/ 4.5+ 13
�
1ff / 61
/;
/.
i�.
�
/
f.
'i4.Q
Tan LIiNESTDiJE with shafe seams �pp� ,15
15 � SQ��
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�t B�RING N�.: 3�
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4121/2421 End Qate: 4I2112021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
�ark Brown CLAY
3.25 34
4.0 25
4.0
Tan SHALY CLAY with cal�areous nodules and
� Gmestone fragments g.4 53 24 33
�
/ 4.5+ 16
�
�� � 83
/;
/.
i�.
�
/
f.
'i4.Q
Tan LIiNESTDiJE with shafe seams 100I .� �
15 � ��
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�t B�RING N�.: 33
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4121/2421 End Qate: 4I2112021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.25 24 62 22 40
,� 2.D
Tan SHALY CLAY with calcareous nodules
4.5+ 4.5 125 15
/
,/
5 ,/ 4.5+ 13
�
�-
4.5+ 18
%
� .� 49
/i
10 // 54 17
/
/
�
i
f 'i4.Q
Tan LIiNESTDiJE with shafe seams 100I .18
15 � SQ��
17.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115,ylfrrr.sh C7e•rk Rd. BQR�N('7 i��.: �4
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�Z2�74Z� End Qate: 4I2212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with gra�el
4.5+ 8
,� 2.D
Tan CLAY with calcareous nodules
4.5+ 13 56 2ff 36 �.4
�j
4.5+ 10
5 5.0
Tan LIMESTONE with shale seams 50/
5"
100/ 14
10 1.50"
100/
15 0.25"
16.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
srr�Ha,-tr.,i� c,E•�•� a�i. gpRING N�.: 35
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�Z2�74Z� End Qate: 4I2212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
3.25 31
,� 2.D
Tan SHALY CLAY with calcareous nodules
4.0 18
/
� � j 4.5+ 12 3a 14 16 Q.0
/ 70
�
�-
%
j :
�
; �ooi �z
�o � �a.a 2.�a��
Tan LIlNESTDNE with shafe seams
14.0
Gray LIMESTONE with shale seams 100/
15 0.25"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115�Itrrr.sh C��e•rk firJ. BQRING NQ.: ��
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�Z2�74Z� End Qate: 4I2212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
3.5 3fi
3.5 24 T1 23 48 12
4.0
Tan CALCAREalJS CLAY
4.5+ 7
5
� sa
�
.%
,
9.0
Tan LIMESTONE with shale seams 100/ 13
10 � ��
13.0
Gray LIMESTONE with shale seams
100/
15 0.50"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115�Itrrr.sh C��e•rk firJ. BQRING NQ.: �7
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�Z2�74Z� End Qate: 4I2212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
3.75 30
,� 2.D
Tan CLAY with calcareous nodules
4.5+ 14 35 16 19
/
� � j 4.5+ 12
/ 5A
�
�-
%
j :
/�
9.0
Tan LIMESTONE with shale seams 100/ 13
10 � ��
100/
15 0.50"
16.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
SIISkltrrrsh C7e•rk Rd. BQRING N�.: �S
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�Z2�74Z� End Qate: 4I2212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
2.5 3fi
,� 2.D
Tan CLAY with calcareous nodules and limestane
� fragments
4.5 15 32 15 17
/
,/
� 4.5+ 12
i/
fi.0
Tan LIMESTdNE wikh shale seams �pp�
� ��
100/ 9
10 0.50"
12.0
Gray LIMESTONE with shale seams
100/
15 0.50"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
SIIS,yltrrr.sh C7e•rk Rd. BQRING N�.: ��
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�Z2�74Z� End Qate: 4I2212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
3.25 35
4.0 28 81 27 54 a.8
4.5+ 23
5 5.0
Tan LIMESTONE with shale seams 100/
0.50"
100/
10 � ��
12.0
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115klfrrrsh C7e•rk Rd. BQR�N('7 i��.: 4Q
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�Z2�74Z� End Qate: 4I2212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.0 29 84 29 55
,� 2.D
Tan CLAY with calcareous nodules
4.5+ 16
/
,/
� 4.5+ 19
i/
fi.0
Tan LIMESTdNE wikh shale seams �pp�
� ��
100/
10 0.75"
12.0
Gray LIMESTONE with shale seams
100/
15 0.50"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115,y Ifrrr.sh C7 e•rk Rd. BQR� N('7 i��.: 4�
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4123/2421 End Qate: 4I2312021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
3.75 32
4.0 28 84 26 58 a.9
4.0
Tan LIlVIESTOf�E with shaEe seams ��p�
5 0.50"
100/
10 0.75"
11.0
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115,ylfrrr.sh C7e•rk Rd. BQR�N('7 i��.: 42
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4123/2421 End Qate: 4I2312021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
3.0 31 SO 28 52
2.5 27
4.0
Tan LIlVIESTOf�E with shaEe seams ��p�
5 1.25„
100/
10 � ��
12.0
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115,ylfrrr.sh C7e•rk Rd. BQR�N('7 i��.: 43
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4123/2421 End Qate: 4I2312021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
3.5 34
2.5 3� 79 25 54 0.1
3.�
Tan LIMESTdNE with shafe seams
i
'E 001
5 � ��
9.0
Gray LIMESTONE with shale seams 100/
10 0.50"
100/
15 0.25"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115,ylfrrr.sh C7e•rk Rd. BQR�N('7 i��.: 44
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4123/2421 End Qate: 4I2312021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
3.0 3fi
3.25 1.T 1 �� 26 T5 25 5�
4.0
Tan LIlVIESTOf�E with shaEe seams ��p�
5 0.75„
9.0
Gray LIMESTONE with shale seams 100/
10 0.50"
100/
15 0.25"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115klfrrrsh C7e•rk Rd. BQR�N('7 i��.: 4�J
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4126/2421 End Qate: 4I2612021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.5 4�
z.o z�
�- 4.0 25 77 25 52 Q.9
4.0 15
7.fl
Tan LIiv1ESTDNE with shafe seams ��p�
1.T5��
100/ $
10 0.50"
12.0
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115,ylfrrr.sh C7e•rk Rd. BQR�N('7 i��.: 46
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4126/2421 End Qate: 4I2612021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.0 2fi
3.25 24 77 24 53 0.7
3.�
Tan LIMESTdNE with shafe seams
i
'E 001
5 1.50„
100/
10 � ��
13.0
Gray LIMESTONE with shale seams
100/ � 2
15 0.50"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115,ylfrrr.sh C7e•rk Rd. BQR�N('7 i��.: 47
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4126/2421 End Qate: 4I2612021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.5+ 2fi
2.5 26 67 23 44
3.�
Tan LIMESTdNE with shafe seams
i
'E 001
5 2��
100/
10 1.75"
12.0
Gray LIMESTONE with shale seams
100/
15 0.50"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115,ylfrrr.sh C7e•rk Rd. BQR�N('7 i��.: 4$
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4126/2421 End Qate: 4I2612021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.5+ 23 72 24 48
- with limestone fragments at 2' � 2� � �
3.�
Tan LIMESTdNE with shafe seams
i
'E 001
5 � ��
8.0
Gray LIMESTONE with shale seams
100/
10 0.50"
100/
15 0.25"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
5115,ylfrrr.sh C7e•rk Rd. BQR�N('7 i��.: 4�
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4126/2421 End Qate: 4I2612021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
4.5+ 2fi
4.5+ 4.T 1 �4 19 T4 23 51
4.5+ 19
5 5.0
Tan LIMESTONE with shale seams 100/
1.25"
100/
10 1.25"
11.0
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
srrs�Q,-tr.,i� c,E•�•� a�t B�RING N�.: 5�
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4126/2421 End Qate: 4I2612021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
3.75 29
2.75 25 69 22 47 a.1
5 - 3.0 22
3A 24
_. .� 8.D
',',
Tan SHA�.Y CL.AY with calcarevus nodules
��. .
/
�� �'' 34 �.75 99
/�
/,
/
/
15 / 84 1p
�;
,�
�r /
� �8.6
Gray LIMESTaNE with shale seams
T001
2� 2� Q 0.56"
TEST 80RIlVG TERMINATED AT 20 FT
SIIS� Itrrr.sh C�� e•rk firJ. BQRI NG NQ.: ��
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�Z2�74Z� End Qate: 4I2212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `—' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
3.75 31
,� 2.D
Tan CLAY with calcareous nodules
4.5+ 2.T 115 12 51 18 33
/
,/
� / 11
� fi.0
/ Tan SHA�Y CLAY with calcareaus nodules ��
j
'. �
9.0
Tan LIMESTONE with shale seams 100/
10 0.50"
13.0
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
ALPHA ��
�
�ESTING
WHEHE [T ALL BEGINS
SOIL & R�CK SYMBdLS
� (CH}, Nigh Plasti�ity CLAY
� {CL], Low Plastic€ty CLAY
� {SCj, CLAYEY SAfJ�
� �SP}, Ponrly Graded SAN�
� [5W}, Well Graded SAND
� [5M), 51L7Y SAtv❑
� [Ml.}, SI�.T
� [MH}, Elastic 51LT
� LIMEST�NE
� SHALE 1 MARL
� 5AAl�ST�NE
a � �GP}, Poorly Graded GRAVEL
�. �GW}, Well Graded GRAVEL
� [GC], CiAYEY GRAVEL
� [GMJ, SILTY GRAVEL
� {�L], tiRGANIC 51LT
� (OH}, �RGANIC CLAY
� FILL
SAMPLII�G SYMB�LS
■SHELBY TL18E �3" O� ex�epE where
nated atherwise}
�5PLI7 SPOOiV {2" Oa except where
nated atherwise}
� AIJCaEF2 SAMPL�
❑ T�XAS C4NE PENETf2ATIQN
�R�CIt C�RE {2" Ip except where
noted otherwise}
KEY TD SQIL SYIIAB�LS
AND CLASSIFICATI�NS
RELATIVE �ENSITY �F CdHESIONLESS SaILS [bEawslft]
VERY L��SE
LQQSE
iNE�]llM
DENSE
VERY DE�iSE
0 TO 4
5 70 1 R
11 TO 30
31 TD 5Q
DVER 5Q
SHEAR STRENGTH �F COHE5IVE S�ILS [tsf�
VERY SOFT
S�FT
FIRM
STIFF
VERY STIFF
HAR�
LE55 THAN 0.25
Q.25 TQ 0.5Q
6.5a T� 1.00
1.fl� Td 2.OQ
2.00 TO 4.66
aVER 4.00
RELATIVE DEGREE QF PLASTi�ITI' (PI�
�ow
lN�QlUM
HIGH
VERY NIGH
4 T� 15
16 Tp 25
26 TO 35
�VER 35
RELATIVE PROPQRTIONS �°Iol
TRACE 1 TO 16
�ITTLE 11 Tp 2p
S�ME 21 TQ 35
AAft] 36 TO 5Q
PARTICLE 51ZE Iq�NTIFICATI�N [C]IAM�TER]
B�UL�ERS
C�BBL�S
CQARSE GRAVEL
FINE GRAVEL
CQURSE SAnID
iNEDIUM 5AN❑
FIiVE SAiVQ
51LT
CLAY
8.0" OR LARGER
3.fl" TQ 8.0"
�.75" TO 3.0"
5.� mm TO 3.D"
2.q mm TD 5.d mm
6.4mmTa5.Omm
Q,p7 mm T� fl.4 mm
6.002 mm FO 0.07 mm
LE55 THAN Q.�Q2 mm
(:rutrrli�riral 5I1 ��1 Brir.slr C.'i•c�rk Rrrcrd 7"cl: H17-d96-.ihllU
A L P N A�1� T E S T I N G ( r,,,>rrr�crirr�+ ll�rr�•+•ir�ls Fr�� �!i i,�•rlr. Te•.rr�,s 76! f 9 Frrx: 817-49�i-Shl18
� !_ �r rrr•u�r�r�r�rtu! tia�i��ti. ulphcifc.sti�rg.cn�v�
TBPE 1'ir�fr :'4'n. 813
WHEHE 4T ALL BEGINS
July 26, 2�21
GRBK Edgewaod, LLC
2Ki)5 N. �allas Parkway, Suite 4D{}
Plano, Texas 75fl93
Attentian: Mr. Srian Hunnicutt
Rc: Addcndum ta Gentecl�nical Ex�slaration
�Imei�ity Center (Pot�l and Paveme��t}
Madern Phase 1
Narth of' Sendera Ranch Boulevard
Fari Wflrth, Texas
ALPHA Rep�rt Nr�. W2 ![it)91-F3 Rc�° 1
ALPHA pra��ided rec�mmendations far residential faundatio�ls at the su}�ject site iss�ied under
ALPHA Report No. W2 ] 099 ] dated Ttine 2l , Z021. This letter is an addendum to tl�e reteren�ed
report and should not be cansidered separately from that repart. This r-evisrosa inc•[ucles chcrragisag
Figure 1 litle tn sd2oti�� Phase I, isz.rcead of�Phasc� �.
We understand a pro�osed a��lenity center }ryool will be [o�ated southrh�est af future Bol« Stre�t
and narth of future Ea�le Feathe�- Way in Far•t Wai�th, Texas. The addendum contains
recflmmendatia�ls far tl�e a�nenity cer�ter, poal, a�ld po�l deck. Tilis work was auihori�ed by Mr.
l3obhy Samuel with an addei�dtim to the Master 5er�ice Agreement aald perf�r�ned in a�cordance
with ALPHA Proposa] No, �3(?S7-rc�•l datcd March 23, 2(]21,
We understand it is desir�d to redtice patentia! seasailal mo�er�lents af the pc�ol and ainenity
buildin� ta about 1 inch. Gradirig plans were not pra�ided ta us. Far the pEirpase af- our
analysis, we lia�e assumed �naximu�n cuts and tills of 2 ft ta achie�e tinal grades.
F[ CLD E�PLURATIOI�
Boring 51 was drilled for the amenity center an�i paol. S�ihsurface conditions encountered
generally in Soring 51 generally consisted ai' clay to a depth of a�out 9 i't below the graund
surface underlain by limestane extending to the Z� ft terniination deptli. No free groundwater
was en�ou��te3-ed in the Uoring.
AI�TEN[TY CEI�TER
Our findings indica�e the amenicy center constructed withiii 2 ft of existing grade could
experience potential seasana] �novements of mare tlian 3 1t7Ch�5. A C{15CiL5Sl0I7 of poter�tial
mo�ement esti�natioiti is pro�ided in the referenced re�ort.
Wc u�3a�r�ta�3a it is desired to reducc potcntia! scasona! mo�e�r�ents af the amcnity Gcnter
building ta about i iilches. Potential mo�ements of t�e amenity center co�ild be reduceci to a6out
1 inch by placing at least I ft of non-expansi�e fill between tiie battom of' �he floor s[ab and the
top surface of moisture conditioned sail extending t❑ a depth af I fl ft below tl�e nan-expansi�e
�ill or to thc ta surfacc of limcstonc, whicl�c�cr is cnGountcrcd tirst,
ALPHA Report Na. W21 �9� 1-B
�
�
�
Moisture c�nditioning is described iil the fallawing sectioil. Non-expansi�e fill can consist of
select fill or flexible base materiaL as described further in this report. Table A contains PTI
design para�iieters f'or the slab fo�uldation designed for abaut 2 inches af p�tential maveinent.
TA6I,E A
PT1 Dcsi�n Parameters
Pntential Seasnnal Nfo�=ement — l inch
After sub rade im ro�•ement as recommended herein
E�GL LIFT C�,N"I�EH LIFT
Edge Mnisture ❑istan�e, ft (cm) 4.0 7.8
Diff�r�ntial Soil Mo��ctr►cnt, inch�s (y,,,] 1.2 (swcll} l.� (slirink)
��C115t11I'� Chll[jltlilIllIl�
�'oter�tial �no�ements af� tlle anienity center cozild be reduced to aboui I in�h hy ptacing at
least 1 ft of nan-expansi�e fill bet�veen tlle bottam af the t�foor slab a�ld ttie top surface of
moisttire �onditio�ied soil extending tn a depth ❑f l U ft bclow tl�e nan-expansi�e �]] or to
thc to surface of limcstonc, wllichcver is �ncountercd first,
Moisture-conciitianing cansists of processing and c�mpacting the 5�eci�ed minim�un
tliickness of� on-site soi] at a"�arget" maisture content approximated to be at least 5
percentage paints abo�e the inaterial's aptimum �naisture cantent as detenni�led by the
standard Proctor meth�d (ASTM D G98}, The �noisture-�anditioned soit should be
campactcd t�r a dry dcr�sity �rf �3 tn 97 perccnt of standard Practc�r maxiinum dry density.
Mc�isture �tinditionin� nf th� on-site soil should extend thrt�ughnut the 6uilc�ing ai-�a, at
least 5 ft hey�nd the perimeter the poal and pool c�ecEc, and also f�elaw any adjacent
tlat��ark for which it is desired ta reduce mo�ements. At main e�ltrances and autward
swinging doars, moistur� canditioning sl�auld extcnd at lcast l(} ft bcyond th� foundation,
Howe�er, �1nn--expansi�e material sl�nuld nr�t extend heyond the b�iildin�. !f additional
flatworEc or pa�in� is n�t �lanned adja��nt to the huildin� [i.e. abo��e the moistu�-e-
conditionetl sai15}, a moisture barrier consisiing oi� a minimum oi' I O mil plastic sheeti�ig
with S ta 12 inches af sail ca�er shauld be pro�ided abfl�e the inoistEire conditioned sails.
Maist�ire-conditioned soils shnuld he mai�ltained in a moist �onditio�� prior ta placement
of thc rcquircd thickncss of nan-cxpansi��c matcrial or #latwork,
The resultin� estimated patential seasonal mo��ement (about 1 inch} was calculatecl
assuming ihe moisture conce�it �i' ihe moisiure-conditianed soil �aries between ihe
"target" moisture cantent and the "wet" canditio�l while ille deeper u�ldist�irbed in-situ
sQil withi�� the nornnal 7one of seasana] mozs#ure content change �aries betweera the "dry"
condition and thc "wct" candition as dcfincd by �ncthods outlincd in TxDDT Tcst
Method Tex-124-E.
Tlie purpase of moisture-conditio�iing is to reduce the fi•ee swell potential af tlie
maisture-condiiioned sail to 1 percent or ]ess. Additional labaratory tests (i.e., standard
Prflctors, absomtian s��ell tests, et�.} should be conduct�d during canstniction to �erify
thc "targ�t" mrristur� cnntcnt for moisturc-conditioning (cstimatcd at 5�rcrccntagc paints
abo�e the material's optimum �noisture cantent as defined by ASTM ❑�i9$} is suffi�ient
to red�ice ihe i'ree swell pate�itial af't]Ze processed soil to ] perceni �r less. In additia�l, it
2
ALPHA Report Na. W21 �9� 1-B
�
�
�
is recaanmended sa�nples af the moisture-canditioned material be routinely obtained
during construction ta �erify tlie free swetl af the impro�ed material i5 l percent ar less.
Moishire conditio��ing should be monitored and tested on a full-tit�3e basis by ALPHA t❑
��rify matcriais tcsicd arc placcd with tl�e proper dcgrcc af maistur� and campa�tion as
presented in tl�is report, �'ield density tests shnuld be perfarmed for each lift nf mnisture
canditioned fil[.
SWIMI��I�IG P�OL A:VD DECIt
Thc swimming ponl a�1d �oal dcc4c cai�stru�ted within 2 ft of existing gradc could experi�ncc
s�il-relatcd potential Seasnnal �Z�o�ement5 nf ��bout 3 incl�es. A di5ctissicr�l t�f potential
mo�einent estimatioi� te�llniclues is �ra�=ided in the r�ference[i repart.
Potential movements aF the paal and deck ca�ild be redu�ed to abaut 1 inch by placing at ieast l
ft of non-expansi�e fi]] below tina] grade fallowed by moisture candi�io��ed soi] extending to the
top surfa�e nf lit��estane. Mo:sture cflnditioning and non-expansive fill are dis�ussed furtllet� in
this repart.
Maisture conditioning af the on-site sail shoufd extend throughout the entire pooi and pool deck
areas. The moisture conditianed soi] should extend at least 5 ft beyond the perimeter the pool
and pflal de�k, and a]sa Uel�w ai�y adjacent t�atw�rk for which it is desired to redu�e
mo�cir�cnts. Howc�cr, nnn-exp�nsi�e matersa] sllould not cxtend bcyand t]Z� pool flr deck li��nits.
If adc�itinnal flatwork or }-ra�in�; is not pianned adj�cent to the pool deck {i.c. abo�c the €noi5ture-
canditioned soils}, a moist�ire barrier corssistir�� t�f a minimum of ] 0 mil plastic sheeting with 8
t� l2 incl�es c�f sail cover shou�d be pra�ided abo�e the moisture conc4itiorled sails.
The ele�ati�n of the subgrade treatment for the swimming pool shauld mat�h that ❑f the
surraunding dc�k arcas. For exarnplc, wherc thc pool is '/z ft decp, thc undcrlying subgradc
treatment sllnuld �orisist �f'/z ft af non-expansi�e fiiE o�er moisture �rsnditioried soil extendin� to
a de}�th af ] 0 ft below the no�1-expansi�e fil[ or the top surface of li�ilestone, whiche�er is
encoui�tered first. Likewise, where the p�ol is 4 ft deep, the underlying subgrade treatment
should consist of rnoisture �onditianed soil exteriding to a depth of 7 ft below tlie pool or to the
top surface of liinestane, whiche�er is encountered first.
ND�I-EXPAI�SIVE FILL
Select material used as non-expansi�e fill shaufd have a liqiiid limit less than 35, a piasticity
index (PI) not less than ahout 4 nor greater than 15 and contai�� no more than 0.5 percent fibrous
organic lnaterials, by weigllt. Ail select material shauld cantain no deleterious �naterial and
shauld be campa�t�d ta a dry dcnsity of at ]cast 95 per�cnt standard Proctor maxiinum dry
de��sity (ASTM D f��$} and ��ithin the range nf 1 per�cnta�e }�oint below to 3 percenta�;e paints
abo�e the inaterial's optim�.un moi5turc �ai}tent. The p[asticity index and liquid limit af material
used as select, iion-expar�si�e material shoLild be routinely �erified during placement using
labaratory tests. Vistiai ohservatian ar�d classifi�ation should not be relied upan to �anfinn the
materia] to Ue used as sel�ct, �loi�-expansi�e materia] satisfies the abo�e plasticity indcx and
liquid limit criteria.
3
ALPHA Report Na. W21 �9� 1-B
�
�
�
Flexr6le hase used as nan-expansive �11 should consist af material meeting the requis-en�ents of
TxD�T Standard Specificatia�s Item Z47, Type A Qr D, Grade 1-2. The flexible base should be
compacted to at ]east 95 percent af' sta�idard Fractor maximum dry density {ASTM D G98} arid
withiil the rangc of 2 percentage points below to 2 percentage paints abo�e the material's
optimum maisturc cantc�lt.
PAVEMEN7'
To pennit correlatifln between infonnation from the test boring and actual subgrade cQnditions
exposed during constructian, a qiialitied �eotecl�ni�ai Engineer slloiild be retained to prfl�ide
subgradc inonitoring and t�st>>7g dt�ring construction. lf thcr� is any chan�c in projcct criteria,
the eecnn�mendations contained in this rcpnrt shouid be re�ieweti by nur af�ce.
Calculations used to determine tlie required pa�emen� thickness are based oi�ly on the physical
and engineering praperties af� the materi�ls used and can�e�itiana] t��ickness determination
procedures. Paven3e�lt jair�ing the pflol or poo] deck sl�ould Ue �ans#ructed with a curb and the
joir�t between thc poolldeck and clErb shoutd be seaied. Related �i�il desig�� factors such as
sti6grade drainage, shoulder sLip}�rort, cross-5ectional configL�ration5, surface ele�atians,
reinfarcin� Steel, jaint desi�n and en�irc�nmental factors will signsficantly affect the ser�ice life
and must be included in preparation of the canstruction drawing5 and specifcations, but all were
nat i�icluded in ilie scape of this study. Nanna] periodic �naintenance will be required for al]
pa�eme»t to achie�e the design life at tl�e pa�ement syste�n.
Plecr.se j�nt��, tl�e recommended pa�emcnt sectin��5 are co�t5idered the minimum neces5ary tn
pr��vide 5atisfactory perf��rmance 6ased on the expected traffic loading. In so�1�e cases, �ity
mir�imum standards for pa�ernent secti�n cQ3istruction may exceed those recommended.
Pa�°cincnt Sub�rade Prrt�ara#ion
W}3ere lime stahi[ization is �ised, the expnsed surface of tt�e fis�al pa�er��ent sub�;rade
shauld be scarified to a de�th of b inckle5 and mixed witl� a minimu�n 7 percent hydrated
lime (by dry soil weightj in canformance with TxD(7T Staiidard 5peciiications Item 260.
Assuming an in-place unit weiglit af 140 p�f for the pa�vement sui�grade soils, this
percentage of ]ime equates to abottt 32 lbs of lime per sq yard of treated subgrade. The
actuai arnaunt of liine rcquircd shnuld he confirmcd by additional ]aboratary tc5ts
�ASTM C�77 Ap}}endix XC} �rinr ta �anstructic�n, ln all area5 where hyr�rated li�ne is
used to stabilize subgrade soil, routine Atterberg-liir�it tests 5h�tild he perfartned to �erify
the resulting plasticity index of tlie sail-lime inixt�re is atlar belaw 15.
The soil-]ime mixture sl�ould be compacted to at least 95 percent of standard Proctar
maximum dry d�nsity �ASTM D G9$} and within tlzc rangc of [] to 4 perccntagc points
abo�c the �nixture's vptimum maisturc content.
Lime stabilization pra�edures should extend at keast 1 ft beyo�id the edge af the pa�eme�it
to reduce effects of seaso�lal sllrinking a�id sweiti��g upon the extre�ne edges of' paveme�lt.
4
ALPHA Report Na. W21 �9� 1-B
�
�
�
Lime stabilization of the pa�entent su€�s�rade soiI will not prevent norn�al seasona[
�no�eir�ent af the underlying �intreated materials. Pa�eir�ent and ather flat wark will ha�e
the saFne patential for mo��emer�t as slabs constructed directly an the existing undisturbed
sails. As a mi��imum, gond surface drainage ai�d perimeter drainage wit�i a mi�limiim
slopc of � perccnt away from thc pa��cmcnt is r�cornmcndcd. Thc usc of sa��d as a
le�elin� caurse 6elow pa�•ement and the use of an aggregate base co�ir5e suppot�ted on
expansive clays shc�uld be av�ided. Normal maintenance af pa��ment should be
expected a�er the life of i�ie siructures.
Lime stabilization is not ��cquircd where ]imestone is expased at th� �nal pa�ement
subgradc cl��atian. Cutti��gs from adjaccnt li�ne stabili��d soil, ]imcstonc cuttings ar
�lexible b�ese material can be used as a[e�elin�; course in the5e areas.
Portland Cement Cnncrete [1'CC} Pa�r�ement
Follflwing #he pa�en�ent subgrade preparation reco�r�inendations, PCC {reinforced} pa�ement
se�tions are recammended in Tablc A.
TABLE A
Recnm�nend�d PCC �a►�ement Sections
5ub�radc Thickness, PCC Thickness,
Pa�ing Areas andlQr T►�pe Inches Inehes
Parking Areas 5ubjected Fxclusi��ely tn S�aritied and Com�acted �
Passenger Vehicle Traffic (�1ati�e). 6
�ri��e Lanes, I�ire �anes, Areas Subjecl ta Li�ht
VQlume Tni�k Traffic I�ime Stabilized, G 6
�umpster Traffic Areas, Areas subje�t to �,imc 5tabili�ed, G 7
Maderate Valumc Truck Traffic
PC'C sl7auld ha�c a �ninimum compr�ssi�� strength of 3,�(}� pss at 2K days in par{cing arc�s
suhje�ted ex�lusi�ely to passen�er �ehicle traffic. We recommend a miniin�im com}-rressi�e
strength af 3,500 psi at 28 days for the clri��e lanes and truck areas. Cancrete Sh�uld be desi�ned
with 4.5+I.5 percent entrained air. J�ints in concrete pa�ing should nat exceed 15 ft.
Reinfarcing steel siiauld consist ❑f No. 3 bars placed at 18 inches ❑n-center in twa dire�tians.
Lime stahilization nf thc pa�cmcnt subgradc is recamEncnded fflr dri�e laries, firc la�les, and
�a�ement subject ta tru�k traffic. Ls�ne treatment of the }-ra�em�nt subgrade is not necessary for
pa�eillents suhjected exciusi��e�y to passenger �ellicle traffic, althc�u�h iime treatment is tilese
areas would be genea•ally beneficial to the long-term peri=orma�ice of the pa�e��ient.
Alternatcly, lime stal�ili?atian nf th� pa�eine�it subgrade �ou]d be climinatcd by in�r�asing thc
correspondin�; PCC' chi�kncss prescnt�d in Tablc A by f in�h. Prior t� can5tructinn of p��Gtncnt
on untrcated Glay sub�;rade soil, the �x�ased subgradc sl�ould bc scari�cd to a dcpth oi at least 6
inches and compacted to at least 95 percent of standard Practar maximum dry density {�STM D
698) and within the range of 0 to 4 percentage points above the material's optimum moisture
content.
5
ALPHA Report Na. W21 �9� 1-B
CL05ING
�
�
�
All recomtnendatians in the referenced report remain unclianged. ALPHA appreciates the
oppartunity t❑ he of service ❑n this proje�t. If «e can be af further assistan�e, please �antact aur
officc.
Sincerely,
AI.PHA TEST1�rG, IVC.
1..� u�� �
�
Kimberly Fyffe
Geatecl�nica] Projcct Managcr
KLF'�'B.TIIIaf
C[�pi�s� [1-I'I]r] C'li�nt
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r�: =� . -,��
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...--- ..............................
�RIAW J. H�YT
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�, 115748 c�
'}�1�`�'�`�•����s�° -�ti�� �
�tki ���A� �� .�
Jiily ?(�. ?[]2 i
Attachii�ents
E3orin� Locatioi� P1an — }'i�ure 1
Lng t�f $nring (51 ]
Key to Soil Symbals and Classi#ications
� ��_
I
Iiriati .i, �-Ioyt, P.F.
Geotcc}�nical ❑cpart�ncnt Managcr
6
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Ci�L�TF.C'F-[NIC'1�L EXPLDREITIU'�
MADERD PHAS� 1
NOIZTH OF SENI]ERA ItANCH
l3UL. LEVEIRD
FDRT W�RTH_ TEXAS
ALf'HA P1tDJECT'tf0. W2l[]991-8
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A� R H A�� T E� i I N� �.,nriza�in�.1� �: ���,�,�� �.����.T«��
�
V��HERE 1T ALL 9€�GINS
FIGiTRE 1
SDRING LDC'ATIDN PLAN
5115,ylfrrr.sh C7e•rk Rd. BQR�N('7 i��.: �4
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
P�r�,�,�: �Y�:-.��rh-sr,rrr, heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�Z2�74Z� End Qate: 4I2212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with gra�el
4.5+ 8
,� 2.D
Tan CLAY with calcareous nodules
4.5+ 13 56 2ff 36 �.4
�j
4.5+ 10
5 5.0
Tan LIMESTONE with shale seams 50/
5"
100/ 14
10 1.50"
100/
15 0.25"
16.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
SIIS� Itrrr.sh C�� e•rk firJ. BQRI NG NQ.: ��
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 2 5arface Ele�atinn:
Start Date: 4�Z2�74Z� End Qate: 4I2212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `—' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
3.75 31
,� 2.D
Tan CLAY with calcareous nodules
4.5+ 2.T 115 12 51 18 33
/
,/
� / 11
� fi.0
/ Tan SHA�Y CLAY with calcareaus nodules ��
j
'. �
9.0
Tan LIMESTONE with shale seams 100/
10 0.50"
13.0
Gray LIMESTONE with shale seams
100/
15 0.25"
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
SIISkltrrrsh C7e•rk Rd. BQRING N�.: �S
A L P H A�� T E S T I N G Frirr Wn�•1lr. Te.rr�s ?r I I S+
Plru�re: ,YI:-�J�Jh-SI�I1f+ heet 1 af 1
Frr.r: �e1�-��1h-��sn�� PRQJECT NO.: W210991
W H E R E I T A L L B E G I N S ��'��<<•rrlplrrrte�vi�r,s;.cu�1r
Cli�nt: GRBK Edgewood, LLC Lo�ation: Fart Wbrth,_Texas
Projec#: Madera Phase 1 5arface Ele�atinn:
Start Date: 4�Z2�74Z� End Qate: 4I2212021 West:
Drilling Method: CONTINUDUS FLI�HT ALIGER North:
Hammer brop (Ihs 1 in}: 170 1 24
GR�LJIVD WATER flBSERVATlONS �, � � � �' �,� m� � x
,� � ❑n Rods {ft}: NQIVE � �, a N � n? �iv ,a'N �+ � �E J C a
U �After �rilling [fC]: QRY a oC! � o a E �' a� mo �'a ° � `-' " a�
� �
a �- c�� p� � o — y dcv p-- U '� in v �
� f6 �After Hours {ft];
� Q7 U. � ��, o q� 6 � N u7
O "� J [SS
c9 N � �a � ?r,� � ? � n' a
MATERIAL L�ESCRIPTIOiV
Brawn CLAY with calcareaus nadules
2.5 3fi
,� 2.D
Tan CLAY with calcareous nodules and limestane
� fragments
4.5 15 32 15 17
/
,/
� 4.5+ 12
i/
fi.0
Tan LIMESTdNE wikh shale seams �pp�
� ��
100/ 9
10 0.50"
12.0
Gray LIMESTONE with shale seams
100/
15 0.50"
100/
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
ALPHA ��
�
�ESTING
WHEHE [T ALL BEGINS
SOIL & R�CK SYMBdLS
� (CH}, Nigh Plasti�ity CLAY
� {CL], Low Plastic€ty CLAY
� {SCj, CLAYEY SAfJ�
� �SP}, Ponrly Graded SAN�
� [5W}, Well Graded SAND
� [5M), 51L7Y SAtv❑
� [Ml.}, SI�.T
� [MH}, Elastic 51LT
� LIMEST�NE
� SHALE 1 MARL
� 5AAl�ST�NE
a � �GP}, Poorly Graded GRAVEL
�. �GW}, Well Graded GRAVEL
� [GC], CiAYEY GRAVEL
� [GMJ, SILTY GRAVEL
� {�L], tiRGANIC 51LT
� (OH}, �RGANIC CLAY
� FILL
SAMPLII�G SYMB�LS
■SHELBY TL18E �3" O� ex�epE where
nated atherwise}
�5PLI7 SPOOiV {2" Oa except where
nated atherwise}
� AIJCaEF2 SAMPL�
❑ T�XAS C4NE PENETf2ATIQN
�R�CIt C�RE {2" Ip except where
noted otherwise}
KEY TD SQIL SYIIAB�LS
AND CLASSIFICATI�NS
RELATIVE �ENSITY �F CdHESIONLESS SaILS [bEawslft]
VERY L��SE
LQQSE
iNE�]llM
DENSE
VERY DE�iSE
0 TO 4
5 70 1 R
11 TO 30
31 TD 5Q
DVER 5Q
SHEAR STRENGTH �F COHE5IVE S�ILS [tsf�
VERY SOFT
S�FT
FIRM
STIFF
VERY STIFF
HAR�
LE55 THAN 0.25
Q.25 TQ 0.5Q
6.5a T� 1.00
1.fl� Td 2.OQ
2.00 TO 4.66
aVER 4.00
RELATIVE DEGREE QF PLASTi�ITI' (PI�
�ow
lN�QlUM
HIGH
VERY NIGH
4 T� 15
16 Tp 25
26 TO 35
�VER 35
RELATIVE PROPQRTIONS �°Iol
TRACE 1 TO 16
�ITTLE 11 Tp 2p
S�ME 21 TQ 35
AAft] 36 TO 5Q
PARTICLE 51ZE Iq�NTIFICATI�N [C]IAM�TER]
B�UL�ERS
C�BBL�S
CQARSE GRAVEL
FINE GRAVEL
CQURSE SAnID
iNEDIUM 5AN❑
FIiVE SAiVQ
51LT
CLAY
8.0" OR LARGER
3.fl" TQ 8.0"
�.75" TO 3.0"
5.� mm TO 3.D"
2.q mm TD 5.d mm
6.4mmTa5.Omm
Q,p7 mm T� fl.4 mm
6.002 mm FO 0.07 mm
LE55 THAN Q.�Q2 mm
GR-01 60 00 Product Requirements
Page 1 of 1
Madero Phase 1
City Project No. 103479
GR-01 60 00 PRODUCT REQUIREMENTS
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)
07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra-Seal P-201 ASTM D2240/D412/D792
04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001
04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press-Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH
1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non-traffic area
5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System
Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)
1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non-traffic area
08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non-traffic area
Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)
* 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD
Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)
* 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia.
* 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged) ASTM A48 & AASHTO M306 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) ASTM A48 & AASHTO M306 30" dia.
33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N
33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N
33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia.
33 05 13 Manhole Frames and Covers Neenah Casting 24" dia.
10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia.
7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia.
01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASHTO M306-04 30" Dia.
11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Dia
07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Dia
08/10/11 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia
10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works
30" ERGO XL Assembly
with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia
06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia.
09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P.
CAP-ONE-30-FTW, Composite, w/ Lock
w/o Hing 30" Dia.
10/07/21 34 05 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia.
Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)
* 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia.
* 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia.
* 33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia.
* 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia.
03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia.
04/20/01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia.
Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)
* 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item #49 ASTM C 478 48"
* 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48"
09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone
05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60"
10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring
06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72"
09/06/19 33 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72"
10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48"
10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60"
10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60"
Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious
* E1-14 Manhole Rehab Systems Quadex
04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Reliner MSP
E1-14 Manhole Rehab Systems AP/M Permaform
4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System
5/12/03 E1-14 Manhole Rehab System (Liner) Poly-triplex Technologies MH repair product to stop infiltration ASTM D5813
08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use
Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious
05/20/96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D639/D790
* E1-14 Manhole Rehab Systems Sun Coast
12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion)
For Exterior Coating of Concrete
Structures Only
01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications
8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications
08/30/06 Coatings for Corrosion Protection Citadel SLS-30 Solids Epoxy Sewer Applications
03/19/18
33 05 16, 33 39 10,
33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams
RR&C Dampproofing Non-Fibered Spray
Grade (Asphatic Emulsion)
For Exterior Coating of Concrete
Structures Only
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
* From Original Standard Products List 1
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)
* 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia.
* 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia.
* 33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia.
09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia.
09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia
Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)
11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI
02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI
04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers
09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48"
09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48"
05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48"
03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel)
03/19/18 Casing Spacers BWM
FB-12 Casing Spacer (Coated Carbon Steel)
for Non_pressure Pipe and Grouted Casing
Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)
* 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C151 3" thru 24"
08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AWWA C150, C151 4" thru 30"
08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AWWA C150, C151 4" thru 30"
* 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151
* 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150, C151
Water & Sewer - Utility Line Marker (08/24/2018)
Sewer - Coatings/Epoxy 33-39-60 (01/08/13)
02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 210RS LA County #210-1.33
12/14/01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series
04/14/05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only
01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications
8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications
Sewer - Coatings/Polyurethane
Sewer - Combination Air Valves
05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2"
Sewer - Pipes/Concrete
* E1-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76
* E1-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76
* E1-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL Item #95-Manhole, #98- Pipe ASTM C 76
* E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76
Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)
PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously
McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously
TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously
Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)
7/21/97 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc. Hobas Pipe (Non-Pressure) ASTM D3262/D3754
03/22/10 33 31 13 Fiberglass Pipe (FRP) Ameron Bondstrand RPMP Pipe ASTM D3262/D3754
04/09/21 Glass-Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pipe (Flowtite) ASTM D3262/D3754
4/14/05 Polymer Modified Concrete Pipe Amitech USA Meyer Polycrete Pipe ASTM C33, A276, F477 8" to 102", Class V
06/09/10 E1-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76
Sewer - Pipes/HDPE 33-31-23(1/8/13)
* High-density polyethylene pipe Phillips Driscopipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8"
* High-density polyethylene pipe Plexco Inc. ASTM D 1248 8"
* High-density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8"
High-density polyethylene pipe CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248
Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)
12/02/11 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" thru 12"
10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thru 12"
* From Original Standard Products List 2
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
Sewer - Pipes/PVC* 33-31-20 (7/1/13)
* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle) SDR-26 ASTM D 3034 4" - 15"
12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26
ASTM D 3034 4" thru 15"
* 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe ASTM F 789 4" thru 15"
01/18/18 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer ASTM D3034 4" thru 15"
11/11/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation "S" Gravity Sewer Pipe ASTM F 679 18" to 27"
* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (JM Eagle) SDR 26/35 PS 115/46 ASTM F 679 18" - 28"
09/11/12 33-31-20 PVC Sewer Pipe Pipelife Jet Stream SDR-26 and SDR-35 ASTM F-679 18"
05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation SDR 26/35 PS 115/46 ASTM F-679 18" to 48"
04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15"
*33-31-20 PVC Sewer Fittings Plastic Trends, In.c Gasketed PVC Sewer Main Fittings ASTM D 3034
3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 35 ASTM F679 18"- 24"
3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15"
3/29/2019 33 31 20
Gasketed Fittings (PVC)GPK Products, Inc. SDR 26 ASTM D3034/F-679 4"- 15"
10/21/2020 33 31 20 PVC Sewer Pipe NAPCO 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 SDR 26/35 PS 115/46 ASTM F-679 18"- 36"
Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)
* Cured in Place Pipe Insituform Texark, Inc ASTM F 1216
05/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASTM F-1216/D-5813
05/29/96 Cured in Place Pipe Reynolds Inc/Inliner Technolgy (Inliner USA) Inliner Technology ASTM F 1216
Sewer - Pipes/Rehab/Fold & Form
* Fold and Form Pipe Cullum Pipe Systems, Inc.
11/03/98 Fold and Form Pipe Insituform Technologies, Inc. Insituform "NuPIpe" ASTM F-1504
Fold and Form Pipe American Pipe & Plastics, Inc.Demo. Purpose Only
12/04/00 Fold and Form Pipe Ultraliner Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 1867
06/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter
Sewer - Pipes/Open Profile Large Diameter
09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48"
09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra-Rib Open Profile Sewer Pipe ASTM F 679 18" to 48"
E100-2 PVC Sewer Pipe, Ribbed Uponor ETI Company
11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated) ASTM F 2736 24"-30"
11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60"
05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products Durmaxx ASTM F 2562 24" to 72"
Water - Appurtenances 33-12-10 (07/01/13)
01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe
08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle
07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe
10/27/87 Curb Stops-Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1"
10/27/87 Curb Stops-Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-7NL, FB1600-7-NL, FV23-777-W-NL,
L22-77NL AWWA C800 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-6-NL, FB1600-6-NL, FV23-666-W-
NL, L22-66NL AWWA C800 1-1/2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-4-NL, FB1600-4-NL, B11-444-WR-
NL, B22444-WR-NL, L28-44NL AWWA C800 1"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-24277N-3, B-20200N-3, H-
15000N, , H-1552N, H142276N
AWWA C800, ANSF 61,
ANSI/NSF 372 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-20200N-3, B-24277N-3,H-
15000N, H-14276N, H-15525N
AWWA C800, ANSF 61,
ANSI/NSF 372 1-1/2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-20200N-3,H-15000N, H-
15530N
AWWA C800, ANSF 61,
ANSI/NSF 372 1"
01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12"
0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out
05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16"
02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 U p to 42" w/24" Out
02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out
02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out
05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30"
Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTW
Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW
08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A"
Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9
Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9
Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9
Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)
* From Original Standard Products List 3
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
Water - Combination Air Release 33-31-70 (01/08/13)
* E1-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A
240 - float, ASTM A 307 - Cover
Bolts
1" & 2"
* E1-11 Combination Air Release Valve Multiplex Manufacturing Co.
Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"
* E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3"
Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)
10/01/87 E-1-12 Dry Barrel Fire Hydrant American-Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502
03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502
09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502
01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502
08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502
E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502
09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502
10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company
Shop Drawings No. 6461
A-423 Centurion AWWA C-502
01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company
Shop Drawing FH-12
A-423 Super Centurion 200 AWWA C-502
10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502
09/16/87 E-1-12 Dry Barrel Fire Hydrant Waterous Company Shop Drawing No. SK740803 AWWA C-502
08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250
Water - Meters
02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10"
08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6"
Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)
01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14
AWWA C900, AWWA C605,
ASTM D1784 4"-12"
3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12"
3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24"
5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12"
5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24"
12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14
AWWA C900-16
UL 1285
ANSI/NSF 61
FM 1612
4"-28"
12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18
AWWA C900-16
UL 1285
ANSI/NSF 61
FM 1612
16"-24"
9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8"
9/6/2019 33 11 12 PVC Pressure Pipe NAPCO DR18 AWWA C900 16" - 24"
9/6/2019 33 11 12 PVC Pressure Pipe NAPCO DR14 AWWA C900 4"- 12"
9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12"
Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)
07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & C110
* E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110
* E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division
Mechanical Joint Fittings, SSB Class 350 AWWA C 153, C 110, C 111
08/11/98 E1-07 Ductile Iron Fittings Sigma, Co.
Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112
02/26/14 E1-07 MJ Fittings Accucast
Class 350 C-153 MJ Fittings AWWA C153 4"-12"
05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange
Uni-Flange Series 1400 AWWA C111/C153 4" to 36"
05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange
Uni-Flange Series 1500 Circle-Lock AWWA C111/C153 4" to 24"
11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc.
One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12"
02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc.
Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C153 4" to 42"
02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc.
Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C153 4" to 24"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co.
Sigma One-Lok SLC4 - SLC10 AWWA C111/C153 4" to 10"
03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co.
Sigma One-Lok SLCS4 - SLCS12 AWWA C111/C153 4" to 12"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co.
Sigma One-Lok SLCE AWWA C111/C153 12" to 24"
08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co.
Sigma One-Lok SLDE AWWA C153 4" - 24"
10/12/10 E1-24 Interior Restrained Joint System S & B Techncial Products
Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12"
08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore)
Mechanical Joint Fittings AWWA C153 4" to 24"
11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.
PVC Stargrip Series 4000 ASTM A536 AWWA C111
11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.
DIP Stargrip Series 3000 ASTM A536 AWWA C111
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)
EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA C111 3"-48"
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)
EZ Grip Joint Restraint (EZD) Red for C900
DR14 PVC Pipe ASTM A536 AWWA C111 4"-12"
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)
EZ Grip Joint Restraint (EZD) Red for C900
DR18 PVC Pipe ASTM A536 AWWA C111 16"-24"
* From Original Standard Products List 4
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)
Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16"
12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36"
08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24"
05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16"
10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12"
08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48"
05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12"
01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller
* E1-26 Resilient Seated Gate Valve Kennedy 4" - 12"
* E1-26 Resilient Seated Gate Valve M&H 4" - 12"
* E1-26 Resilient Seated Gate Valve Mueller Co.4" - 12"
11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16"
01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller
05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36"
01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48"
01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12"
10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16"
11/08/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller
11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3)
11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3)
05/08/91 E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem,
ASTM A 276 Type 304 - Bolts &
nuts
4" - 12"
* E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #74 3" to 16"
10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes
08/24/18 Matco Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16"
Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)
* E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. AWWA C-504 24"
* E1-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller
1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and larger
06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter
04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48"
03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"-54"
Water - Polyethylene Encasement 33-11-10 (01/08/13)
05/12/05 E1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD
05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AWWA C105 8 mil LLD
05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C105 8 mil LLD
09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD
Water - Sampling Station
3/12/96 Water Sampling Station Water Plus B20 Water Sampling Station
Water - Automatic Flusher
10/21/20 Automated Flushing System Mueller Hydroguard
HG6-A-IN-2-BRN-LPRR(Portable)
HG2-A-IN--2-PVC-018-LPLG(Permanent)
04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc
04/09/21 Automated Flushing System Kupferle Foundry Company
Eclipse #9700 (Portable)
* From Original Standard Products List 5
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 03/19/2021)
9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)MHRC #220605 ASTM A48 AASHTO M306 **24" Dia
9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged)ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 ASTM A48 AASHTO M306 32.25" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV ASTM A48 AASHTO M306 32" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2279ST ASTM A48 AASHTO M306 **24" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2280ST ASTM A48 AASHTO M306 32" Dia
10/8/2020 33 05 13 Manhole Frames and Covers EJ ( Formally East Jordan Iron Works)EJ1033 Z2/A ASTM A536 AASHTO M306 32.25" Dia
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
PAGE 1 OF 3
**Note: All new development and new installation mahnole 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.
Updated: 03/19/2021
* From Original Standard Products List
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Inlet & Structures 33-05-13 (Rev 10/13/2021)
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-405-PRECAST**ASTM C913 10' X 3'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-406-PRECAST**ASTM C913 10' X 3'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-407-PRECAST**ASTM C913 10' X 4.5'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-420-PRECAST**ASTM C913 10' X 4.5'
10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-TOP ASTM C913 4' X 4'
10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-BASE ASTM C913 4' X 4'
10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-TOP ASTM C913 5' X 5'
10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-BASE ASTM C913 5' X 5'
10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-TOP ASTM C913 6' X 6'
10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-BASE ASTM C913 6' X 6'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-10X3-405-PRECAST INLET**ASTM 615 10' X 3'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET**ASTM 615 15' x 3'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET**ASTM 615 20' x 3'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST TOP ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST BASE ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST TOP ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST TOP ASTM 615 8' X 8'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST BASE ASTM 615 8' X 8'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER ASTM 615 8' X 8'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET ASTM 615 4' X 4'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET ASTM 615 5' X 5'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET ASTM 615 6' X 6'
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
PAGE 2 OF 3
**Note: Pre-cast inlets are appoved for the stage I portion of the structure (basin) only. Stage II portion of the structure are required to required to be cast in-place. No exceptions to this requirement shall be allowed.
Updated: 10/13/21
* From Original Standard Products List
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Pipes 33-05-13 (Rev 03/19/21)
4/9/2021 33 41 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS)ADS HP Storm Polypropylene (PP) Pipe ASTM F2881 & AASHTO M330 12" - 60"
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
PAGE 3 OF 3
Updated: 04/14/21