HomeMy WebLinkAboutContract 58263-PM1 CSC No. 58263-PMI
t
FoRT WORT
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
Madero, Phase 2
Water, Sewer, Pavement, Stormwater & Street Lights
IPRC Record No. IPRC22-0024
City Project No. 103676
FID NO. 30114-0200431-103676-EO7685
FILE NO.W-2817
"X" NO.X-27237
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 OFFICIAL RECORD
The City of Fort Worth CITY SECRETARY
FT.WORTH,TX
June 2022
SAW 6�
...
. JAMIE„SFlELTON
a 126873 OW
LA14 4-�e
S oNAL
LJA ENGINEERING
LJA Engineering, Inc.
6060 North Central Expressway, Suite 400 ?0788/31/20�2�2
Dallas, TX 75206
TBPE Firm Number F-1386
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 5
SECTION 00 0010
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00- General Conditions Last Revised
004100 B4dTlefm nn to T
00 42 43 Proposal Form Unit Price 05/22/2019
nn�3 &d-Bei+d 44A24W4
nn 45 „r �n /0-2/2n,4.
0045 12 Pre qualification Statement 09/01/2015
nn 45 , 43t4940N
00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014
004540 Minefity Business E e Gea4 nono tom$
00 52 43 Agreement 06/16/2016
00 61 25 Certificate of Insurance 07/01/2011
0062 13 Performance Bond 01/31/2012
0062 14 Payment Bond 01/31/2012
0062 19 Maintenance Bond 01/31/2012
00-00 r nee , r,.r,ai4eii, , ,t' T
00 73 00 Supplementary Conditions 07/01/2011
0073 10 Standard City Conditions of the Construction Contract for Developer 01/10/2013
Awarded Projects
Division 01 - General Requirements Last Revised
01 1100 Summary of Work 12/20/2012
01 25 00 Substitution Procedures 08/30/2013
01 31 19 Preconstruction Meeting 08/30/2013
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01 3233 Preconstruction Video 08/30/2013
01 3300 Submittals 08/30/2013
01 35 13 Special Project Procedures 08/30/2013
01 4523 Testing and Inspection Services 03/20/2020
01 5000 Temporary Facilities and Controls 07/01/2011
01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011
01 57 13 Storm Water Pollution Prevention Plan 07/01/2011
01 6000 Product Requirements 03/20/2020
01 6600 Product Storage and Handling Requirements 04/07/2014
01 7000 Mobilization and Remobilization 04/07/2014
01 7123 Construction Staking 04/07/2014
01 7423 Cleaning 04/07/2014
01 77 19 Closeout Requirements 04/07/2014
01 7823 Operation and Maintenance Data 04/07/2014
01 7839 Project Record Documents 04/07/2014
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised March 20,2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 5
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:
htti):Hfortworthtexas.2ov/ti)w/contractors/
or
https:Happs.fortworthtexas.2ov/ProiectResources/
Division 02- Existing Conditions Last Revised
0241 13 Selective Site Demolition 12/20/2012
0241 14 Utility Removal/Abandonment 12/20/2012
02 41 15 Paving Removal 02/02/2016
Division 03- Concrete
03 3000 Cast-In-Place Concrete 12/20/2012
03 34 13 Controlled Low Strength Material CLSM 12/20/2012
0T3 rry 3 l tiGenefae 1 2A20/2n 1 2
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03 8000 Modifications to Existing Concrete Structures 12/20/2012
Division 26- Electrical
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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
Division 31 - Earthwork
31 1000 Site Clearing 12/20/2012
3123 16 Unclassified Excavation 01/28/2013
34-23-223 Beffew n 1 Aoz 29,120z3.
31 24 00 Embankments 01/28/2013
31 25 00 Erosion and Sediment Control 12/20/2012
31 3600 Gabions 12/20/2012
31 3700 Ri ra 12/20/2012
Division 32- Exterior Improvements
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32 01 29 Concrete Paving Repair 12/20/2012
3244 c3 r2120-120-zz
32 1129 Lime Treated Base Courses 12/20/2012
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9 l l 3-7 0801 Qnl c
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised March 20,2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 5
324246 1 7 90,1201 2
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32 2 7- 1 7/20/2
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32 13 13 Concrete Paving 12/20/2012
32 1320 Concrete Sidewalks, Driveways and Barrier Free Rams 06/05/2018
32 1373 Concrete Paving Joint Sealants 12/20/2012
32 1 A 1-v �ti 1 7 90,1201 7
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32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016
3 4Pcweffief4 NU.Kiffts11 i�13
1 1 in 13
�-3 �z
�v �120 12
3232 13 Cast-in-Place Concrete Retaining Walls 06/05/2018
3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012
3292 13 Hydro-Mulching, Seeding,and Sodding 12/20/2012
32 93 43 Trees and Shrubs 12/20/2012
Division 33- Utilities
33 0130 Sewer and Manhole Testing 12/20/2012
33 0131 Closed Circuit Television CCTV Inspection 03/03/2016
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33 0440 Cleaning and Acceptance Testing of Water Mains 02/06/2013
33 0450 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 12/20/2012
Grade
33 05 16 Concrete Water Vaults 12/20/2012
33 05 17 Concrete Collars 12/20/2012
3�-v�nc-N 12/20i20-12
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33 0522 Steel Casing Pie 12/20/2012
33-05-2-3 12/20i20-12
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3 4 n6/lvvr1 Q001�
33 0526 Utility Markers/Locators 12/20/2012
33 0530 Location of Existing Utilities 12/20/2012
33 1105 Bolts,Nuts,and Gaskets 12/20/2012
33 11 10 Ductile Iron Pie 12/20/2012
33 11 11 Ductile Iron Fittings 12/20/2012
33 11 12 Polyvinyl Chloride PVC Pressure Pie 11/16/2018
22 11 12 oner-etepe, fpe12/20i20- �
22 1 1 1 A 1 2T/2ni2�01Z0-1 4
�
33 12 10 Water Services 1-inch to 2-inch 02/14/2017
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised March 20,2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
334244LTifgeAVatef- i2i�12
33 1220 Resilient Seated Gate Valve 12/20/2012
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33 1225 Connection to Existing Water Mains 02/06/2013
3 2
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33 1240 Fire Hydrants 01/03/2014
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12/20 012
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33 3i i� i2i�ni�ni�
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33 31 20 Polyvinyl Chloride (PVC)Gravity Sanitary Sewer Pie 06/19/2013
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33 4�
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33 3150 Sanitary Sewer Service Connections and Service Line 04/26/2013
33 4i 7n 42i�ni�ni�
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33 39 10 Cast-in-Place Concrete Manholes 12/20/2012
33 39 20 Precast Concrete Manholes 12/20/2012
33—3n-av 3n &bef i2,2040i2
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33-39-40Aeeessi 211204012
33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012
3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011
33 ni ii i2
�--�-rzr ��,2040i z
2 3 444-2 Reifffefeed PelyeWeffe (SPJ1F*Pi-pe 40T5
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33440 i mini -20 i
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3 n ti n2 rr,-effe1, r�,atff-, mini - i
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3349 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 Win walls 07/01/2011
Division 34- Transportation
34 4 in 4424(45
3444 in ni n++. + n r,.r n r i2494nic
�- �mmr rr�ctc rir2i��-r—cvat�'6a2�' a2t r�r-rortvr�
3 n n�02 02/2012
2/I4-4z-TT Ti 1,22 b i 3
3n- �4 i� Reffieviffg i21,2040i"
z
2 4-44-i-5 >>i 3
34 41 20 Roadway Illumination Assemblies 12/20/2012
3 n i 2 ni 06 c4ni c
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
3471 13 Traffic Control 11/22/2013
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised March 20,2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 5
Appendix
.rah---4.01 A.,., l;
GC-4.02 Subsurface and Physical Conditions
GG 4.061zzafde» tienatSite
GG 6.07 Wage Rates
G ti 09 n ;+s c-ffia rr+;t;tie�i
GG 6,24 Ser-Imina6en
GR-01 60 00 Product Requirements
END OF SECTION
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised March 20,2020
00 42 43
DAP-BID PROPOSAL
Page 1 of 3
SECTION 00 42 43
Developer Awarded Projects-PROPOSAL FORM
Madero,Phase 2
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist ea
Q
Description Specification Section No. Unit ofure Bid Unit Price Bid Value
. i
Item No ty
UNIT I:WATER IMPROVEMENTS
1 3305.0109 Trench Safety 33 05 10 LF 6672 $1.00 $6,672.00
2 3311.0001 Ductile Iron Water Fittings w/Restraint 3311 11 TON 2.00 $9,500.00 $19,000.00
3 3311.0241 8"Water Pipe 33 11 10,33 11 12 LF 6270 $48.00 $300,960.00
4 3311.0254 8"DIP Water,CLSM Backfill 3311 10 LF 402 $58.00 $23,316.00
5 3312.0001 Fire Hydrant 33 12 40 EA 15 $4,750.00 $71,250.00
6 3312.2003 1"Water Service 33 12 10 EA 172 $1,100.00 $189,200.00
7 3312.30038 Gate Valve 33 12 20 EA 21 $1,500.00 $31,500.00
8 9999.0001 Connection to Existing 8"Fitting and Water Main 00 00 00 EA 7 $1,500.00 $10,500.00
9 9999.0002 1"Irrigation Service 00 00 00 EA 1 $1,300.00 $1,300.00
10 9999.0003 1.5"Irrigation Service 00 00 00 EA 2 $3,800.00 $7,600.00
11 9999.0004 4"PVC Schedule 40 Sleeve 00 00 00 LF 310 $22.00 $6,820.00
TOTAL UNIT I:WATER IMPROVEMENTS $668,118.00
UNIT II:SANITARY SEWER IMPROVEMENTS
1 3301.0002 Post-CCTV Inspection 3301 31 LF 7301 $4.00 $29,204.00
2 3305.0109 Trench Safety 33 05 10 LF 7301 $2.00 $14,602.00
3 3301.0101 Manhole Vacuum Testing 33 01 20 EA 34 $150.00 $5,100.00
4 3305.0113 Trench Water Stops 33 05 15 EA 21 $250.00 $5,250.00
5 3331.31014 Sewer Service 3331 50 EA 174 $800.00 $139,200.00
6 3331.41158 Sewer Pipe-SDR 26 33 11 10,33 31 12,33 31 LF 6368
20 $54.00 $343 872.00
7 3331.41168 Sewer Pipe,CSS Backfill 33 11 10,33 31 12,33 31 LF 440
20 $64.00 $28,160.00
8 3331.4115 8"Sewer Pipe-DR 14 33 11 10,332031 12,33 31 LF 449
$74.00 $33 226.00
9 3331.4116 8"Sewer Pipe,CSS Backfill-DR 14 33 11 10,332031 12,33 31 LF 44
$84.00 $3,696.00
10 3339.0001 Epoxy Manhole Liner 33 39 60 VF 24 $395.00 $9,480.00
11 3339.1001 4'Manhole 33 39 10,33 39 20 EA 32 $4,200.00 $134,400.00
12 3339.1002 4'Drop Manhole 33 39 10,33 39 20 EA 1 $5,200.00 $5,200.00
13 3339.1003 4'Extra Depth Manhole 33 39 10,33 39 20 VF 100 $205.00 $20,500.00
14 3305.0112 Concrete Collar 33 05 17 EA 1 $500.001 $500.00
15 9999.0006 4'Manhole with Water-Tight Hinged Cover 33 39 10,33 39 20 EA 1 $6,500.00 $6,500.00
16 19999.0007 Connect to Existing Line 00 00 00 EA 1 1 $2,500.00 $2,500.00
17 9999.0008 Steel Encasement 00 00 00 LF 98 $320.00 $31,360.00
18 9999.0009 12"'Type A'Riprap 600000 1 SY 38 $125.00 $4,750.00
TOTAL UNIT II:SANITARY SEWER IMPROVEMENTS $817,500.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS
Forth Version May 22,2019 00 42 43 Bid Proposal Made-Phase2.xlsx
00 42 43
DAP-BID PROPOSAL
Page 2 of 3
SECTION 00 42 43
Developer Awarded Projects-PROPOSAL FORM
Madero,Phase 2
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist ea
Q
Description Specification Section No. Unit ofure Bid Unit Price Bid Value
. i
Item No ty
UNIT III:DRAINAGE IMPROVEMENTS
1 3305.0109 Trench Safety 33 05 10 LF 4334 $1.00 $4,334.00
2 3305.0112 Concrete Collar 33 05 17 EA 4 $500.00 $2,000.00
3 3341.0201 21"RCP,Class III 3341 10 LF 380 $62.00 $23,560.00
4 3341.0205 24"RCP,Class III 3341 10 LF 2417 $72.00 $174,024.00
5 3341.0208 27"RCP,Class III 3341 10 LF 44 $78.00 $3,432.00
6 3341.0302 30"RCP,Class III 3341 10 LF 81 $90.00 $7,290.00
7 3341.0305 33"RCP,Class III 3341 10 LF 1 398 $105.00 $41,790.00
8 3341.0309 36"RCP,Class III 3341 10 LF 199 $120.00 $23,880.00
9 3341.0402 42"RCP,Class III 3341 10 LF 258 $155.00 $39,990.00
10 3341.1102 4'x3'Box Culvert 3341 10 LF 474 $215.00 $101,910.00
11 3341.1103 4x4 Box Culvert 3441 10 LF 83 $245.00 $20,335.00
12 3349.0001 4'Storm Junction Box 33 49 10 EA 8 $5,000.00 $40,000.00
13 3349.0002 5'Storm Junction Box 33 49 10 EA 4 $6,500.00 $26,000.00
14 3349.5001 10'Curb Inlet 33 49 20 EA 16 $3,600.00 $57,600.00
15 3349.5002 15'Curb Inlet 34 49 20 EA 6 $4,600.00 $27,600.00
16 3349.5003 20'Curb Inlet 35 49 20 EA 1 $5,600.00 $5,600.00
17 9999.0010 12"'Type A'Riprap 00 00 00 Sy 218 $125.00 $27,250.00
18 9999.0011 4'x4'TxDOT FW-0 Headwall 00 00 00 EA 1 $7,500.001 $7,500.00
19 9999.0012 27"TxDOT FW-0 Headwall 00 00 00 EA 1 $4,000.001 $4,000.00
20 9999.0013 36"TxDOT FW-0 Headwall 00 00 00 EA 1 $5,500.00 $5,500.00
21 9999.0014 Inlet Protection 00 00 00 EA 23 $150.001 $3,450.00
TOTAL UNIT III:DRAINAGE IMPROVEMENTS $647,045.00
UNIT IV:PAVING IMPROVEMENTS
1 3211.0400 Hydrated Lime(30 Ibs/sy) 32 11 29 TN 412 $195.00 $80,340.00
2 3211.0501 6"Lime Treatment 32 11 29 Sy 27472 $3.50 $96,152.00
3 3213.0101 6"Conc Pvmt 32 13 13 Sy 25778 $39.50 $1,018,231.00
4 3213.0302 5'Conc Sidewalk 32 13 20 SF 12763 $4.00 $51,052.00
5 3213.0501 Barrier Free Ramp,Type R-1 32 13 20 EA 4 $1,800.00 $7,200.00
6 3213.0506 Barrier Free Ramp,Type P-1 32 13 20 EA 18 $1,600.00 $28,800.00
7 3291.0100 Topsoil 3291 19 Cy 1 340 $26.00 $8,840.00
8 3292.0100 Block Sod Placement 32 92 13 Sy 2041 $8.00 $16,328.00
9 9999.0015 Connect to Existing Pavement 00 00 00 EA 2 $1,500.00 $3,000.00
10 9999.0016 Stop Signs 00 00 00 EA 11 $750.00 $8,250.00
11 9999.0017 Street Name Blade 00 00 00 EA 30 $250.00 $7,500.00
12 9999.0018 Street Sign Pole 00 00 00 EA 13 $250,00 $3,250.00
TOTAL UNIT IV:PAVING IMPROVEMENTS $1,328,943.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS
Forth Version May 22,2019 00 42 43 Bid Proposal Made-Phase2.xlsx
00 42 43
DAP-BID PROPOSAL
Page 3 of 3
SECTION 00 42 43
Developer Awarded Projects-PROPOSAL FORM
Madero,Phase 2
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidfist Description Specification Section No. Unit of Bid Unit Price Bid Value
Item No. Measure Quantity
UNIT V:STREET LIGHTING IMPROVEMENTS
1 2605.3015 2"CONDT PVC SCH 80(T) 26 05 33 LF 3303 $14,00._$46,242.00
_2 3441.3002 Rdwy Illum Assembly TY 8,11 D-25and D30 ._— 34 41 20 EA 37 $2 300.00 $85,100.00
_ - -.
3_ 3441.3201 LED Lighting Fixture(50W) _ _ — 3441 20 EA 37 $800.00 —$29,600.00
_4 3441.3301 Rdwy IIIum.Foundation TY 1,2,and 4 34.41 20 EA_ 37 $1,000,00 .._$37,000.00
- - -
6 9999.0027 3-#10 CCopper Wire 00 00 00 LF 3303 _. $4.00 —$13,212.00
TOTAL UNIT V:STREET LIGHTING IMPROVEMENTS 1 $211,154.00
Bid Summary
UNIT I:WATER IMPROVEMENTS $668,118.00
UNIT II:SANITARY SEWER IMPROVEMENTS $817,500-00
UNIT III:DRAINAGE IMPROVEMENTS $647,045.00
UNIT IV:PAVING IMPROVEMENTS _ $1.328.943.00
UNIT V:STREET LIGHTING IMPROVEMENTS $211,154.00
Total Construction Bid $3,672,760.00
This Bid is submitted by the entity named below:
BIDDER: BY: BROCK I !GGINS
Conatser Construction TX,L.P.
5327 Wichita St.
Fort Rbrth,7:C 76119 TIME:PRESIDE\'1'
DATE: 08/31/2022
Contractor agrees to complete WORK for FINAL ACCEPTANCE within 200 worldng days after the date when the
CONTRACT commences to run as provided in the General Conditions.
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS
Form Version May 22,2019 00 42 43_Bid Proposa1_Madao_Pbase2.xlsx
004512-1
DAP PREQUALIFICATION STATEMENT
Page 1 of 1
1 SECTION 00 45 12
2 DAP-PREQUALIFICATION STATEMENT
3 Each Bidder for a City procurement is required to complete the information below by
4 identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the
5 major work type(s)listed. In the"Major Work Type"box provide the complete major work type
6 and actual description as provided by the Water Department for water and sewer and TPW for
7 paving.
8
Major Work Type Contractor/Subcontractor Company Name Prequalification
Ex iration Date
Water Distribution System— Conatser Construction TX,L.P. 1 0/2 1/23
New Construction,All Sizes
Sewer Collection System— Conatser Construction TX,L.P. 1 0/2 1/23
New Construction,All Sizes
Concrete Paving Construction Conatser Construction TX,L.P. 1 /3/2-5
— Unlimited Area
Roadway& Pedestrian Conatser Construction TX,L.P. , f, f zy'
Lighting
Sanitary Sewer BCAC Underground,LLC c}/3 a/-)_3
Manhole/Structure interior OR 0(Z
lining— Warren or Chesterton ACE Pipe Cleaning Inc. 2-1 Lam/ 23
Coating
9
10
11 The undersigned hereby certifies that the contractors and/or subcontractors described in
12 the table above are currently prequalified for the work types listed.
13
14 BIDDER:
15
16 rConatser Construction TX. L.P. By: B�-00k- H"OQ 1 Yl S
17 Company (Please Print)
18
19 5327 Wichita Street Signature:
20 Address
21
22 _Fort Worth,TX 76119 Title: Presi d gn t
23 City/State/Zip (Please Print)
24
25 Date: 08/31/2022
26
27 END OF SECTION
28
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised September 30,2021
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. 103676 Contractor further certifies that,pursuant to Texas Labor Code, Section
6 406.096(b), as amended,it will provide to City its subcontractor's certificates of compliance with
7 worker's compensation coverage.
8
9 CONTRACTOR:
10
11 Conatser Construction TX,L.P. By: Erc(�- Ivh{nai ns
12 Company (Please Print)
13
14 5327 Wichita Street Signature:
15 Address
16
17 _Fort Worth.TX 76119 Title: P'el!��I dl(5n+
18 City/State/Zip (Please Print)
19
20
21 THE STATE OF TEXAS §
22
23 COUNTY OF TARRANT §
24
25 BEFORE ME,the undersigned authority, on this day personally appeared
26 F)rcG - He jo In S ,known to me to be the person whose name is
27 subscribed to the foregoing i tsntrrume t, and acknowledged to me that he/she executed the same as
28 the act and deed of � SIfl1:C)t" for the purposes and
29 consideration therein expressed and in the capacity therein stated.
30
31 GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of
32 Pn.IQU 5I' 2022-
33
34 � �n
35 �Pl vp •. KATHERINE ROSE ICE�cJ
36 ID#13334RY P6799333 IC Notary Public in and for the State of Texas
•.bV Pf State of Texas
37 "' '' Comm.Exp.11-30-2025
38 END OF SECTION
39
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.103676
Revised April 2,2014
00 52 43-1
Developer Awarded Project Agreement
Pagel of 4
1 SECTION 00 52 43
2 AGREEMENT
3
4 THIS AGREEMENT, authorized on 08/31/2022 is made by and between the Developer,
5 GBTM Sendera, LLC., authorized to do business in Texas ("Developer") , and Conatser
6 Construction TX, L.P. authorized to do business in Texas, acting by and through its duly
7 authorized representative,("Contractor").
8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
9 follows:
10 Article 1.WORK
11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
12 Project identified herein.
13 Article 2.PROJECT
14 The project for which the Work under the Contract Documents may be the whole or only a part is
15 generally described as follows:
16 Madero Phase 2
17 City Project No. 103676
18 Article 3. CONTRACT TIME
19 3.1 Time is of the essence.
20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
21 Documents are of the essence to this Contract.
22 3.2 Final Acceptance.
23 The Work will be complete for Final Acceptance within oAQ0 working days after the date
24 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard
25 City Conditions of the Construction Contract for Developer Awarded Projects.
26 3.3 Liquidated damages
27 Contractor recognizes that time is of the essence of this Agreement and that Developer
28 will suffer financial loss if the Work is not completed within the times specified in
29 Paragraph 3.2 above,plus any extension thereof allowed in accordance with Article 10 of
30 the Standard City Conditions of the Construction Contract for Developer Awarded
31 Projects. The Contractor also recognizes the delays, expense and difficulties involved in
32 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not
33 completed on time. Accordingly, instead of requiring any such proof, Contractor agrees
34 that as liquidated damages for delay (but not as a penalty), Contractor shall pay
35 Developer Five Hundred dollars ($500.00) for each day that expires after the time
36 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
37 Acceptance.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No 103676
Revised June 16,2016
005243-2
Developer Awarded Project Agreement
Page 2 of 4
38 Article 4.CONTRACT PRICE
39 Developer agrees to pay Contractor for perfffrma��e oflleHW�rk' accor{iance with the Contract
40 Documents an amount in current funds of nee icon, n un red seventy wo
ThniicanriReven Hiinrireri Rixt�/anri Nn/1(1(1---- Dollars
41 ($3�1k0o.00 )•
42 Article 5.CONTRACT DOCUMENTS
43 5.1 CONTENTS:
44 A. The Contract Documents which comprise the entire agreement between Developer and
45 Contractor concerning the Work consist of the following:
46 1. This Agreement.
47 2. Attachments to this Agreement:
48 a. Bid Form(As provided by Developer)
49 1) Proposal Form(DAP Version)
50 2) Prequalification Statement
51 3) State and Federal documents (project specific)
52 b. Insurance ACORD Form(s)
53 c. Payment Bond (DAP Version)
54 d. Performance Bond(DAP Version)
55 e. Maintenance Bond(DAP Version)
56 f. Power of Attorney for the Bonds
57 g. Worker's Compensation Affidavit
58 h. MBE and/or SBE Commitment Form (If required)
59 3. Standard City General Conditions of the Construction Contract for Developer
60 Awarded Projects.
61 4. Supplementary Conditions.
62 5. Specifications specifically made a part of the Contract Documents by attachment
63 or, if not attached, as incorporated by reference and described in the Table of
64 Contents of the Project's Contract Documents.
65 6. Drawings.
66 7. Addenda.
67 8. Documentation submitted by Contractor prior to Notice of Award.
68 9. The following which may be delivered or issued after the Effective Date of the
69 Agreement and, if issued,become an incorporated part of the Contract Documents:
70 a. Notice to Proceed.
71 b. Field Orders.
72 c. Change Orders.
73 d. Letter of Final Acceptance.
74
75
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No 103676
Revised June 16,2016
005243-3
Developer Awarded Project Agreement
Page 3 of 4
76 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.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No 103676
Revised June 16,2016
DocuSign Envelope ID:C0392AFE-6FAD-40E1-8557-444BAE234E91
00 52 43-4
Developer Awarded Project Agreement
Page 4 of 4
117
118 7.6 Authority to Sign.
119 Contractor shall attach evidence of authority to sign Agreement, if other than duly
120 authorized signatory of the Contractor.
121
122 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
123 counterparts.
124
125 This Agreement is effective as of the last date signed by the Parties("Effective Date").
126
Contractor: Developer:
Concise r car6tru c,lior),T x GBTM Sendera LLC
DocuSigned by:
By: � By: f jb�� G�tMUt
(Si ture) 9E9B81"igg1ure) —
i}r•UC�-- LAggiC1S Bobby Samuel
(PrintecrName) (Printed Name)
Title:B—eSldlfof Title: Authorized Signer
Company Name: Conatser Construction Company name: GBTM Sendera,LLC
Address: 5327 Wichita Street Address:2805 North Dallas Parkway, Suite 400
City/State/Zip: Fort Worth,TX 76119 City/State/Zip:Plano, TX 75093
08/31/2022 8/30/2022 1 3:39 PM CDT
Date Date
127
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No 103676
Revised June 16,2016
0062 13-1
PERFORMANCE BOND
Page 1 of 2
1 SECTION 00 62 13
2 PERFORMANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we, Conatser Construction TX, L.P. ,known as "Principal'herein and
8 Berkley Insurance Company , a corporate surety(sureties, if more than
9 one) duly authorized to do business in the State of Texas,known as "Surety"herein(whether one
10 or more), are held and firmly bound unto the Developer, GBTM Sendera, LLC, authorized to do
11 business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation
Three Million, Six Hundred Seventy Two Thousand,Seven
12 ("City"),in the penal sum of, Hundred Sixty and No/100 Dollars
13 ($ 3,672,760.00 ),lawful money of the United States,to be paid in Fort Worth,
14 Tarrant County, Texas for the payment of which sum well and truly to be made jointly unto the
15 Developer and the City as dual obligees,we bind ourselves, our heirs,executors, administrators,
16 successors and assigns,jointly and severally,firmly by these presents.
17 WHEREAS, Developer and City have entered into an Agreement for the construction of
18 community facilities in the City of Fort Worth by and through a Community Facilities
19 Agreement, CFA Number 22-0059; and
20 WHEREAS,the Principal has entered into a certain written contract with the Developer awarded
21 the 31 st day of August ,20 22 ,which Contract is hereby referred to and made a
22 part hereof for all purposes as if fully set forth herein,to furnish all materials, equipment labor
23 and other accessories defined by law, in the prosecution of the Work,including any Change
24 Orders, as provided for in said Contract designated as Madero Phase 2.
25 NOW, THEREFORE,the condition of this obligation is such that if the said Principal
26 shall faithfully perform it obligations under the Contract and shall in all respects duly and
27 faithfully perform the Work, including Change Orders,under the Contract, according to the plans,
28 specifications, and contract documents therein referred to, and as well during any period of
29 extension of the Contract that may be granted on the part of the Developer and/or City,then this
30 obligation shall be and become null and void, otherwise to remain in full force and effect.
CITY OF FORT WORTH Madero Phase 2
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised January 31,2012
DocuSign Envelope ID:C0392AFE-6FAD-40E1-8557-444BAE234E91
006213-2
PERFORMANCE BOND
Page 2 of 2
1 PROVIDED FURTHER,that if any legal action be filed on this Bond, venue shall lie in
2 Tarrant County,Texas or the United States District Court for the Northern District of Texas,fort
3 Worth Division.
4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
5 Texas Government Code,as amended,and all liabilities on this bond shall be determined in
6 accordance with the provisions of said statue.
7 IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED
8 this instrument by duly authorized agents and officers on this the 31 st day of
9 August 20 22
10 PRINCIPAL.
11 Conatser Construction X 12,
12
13 —
14 BY:
15 ignature_
16 ATTEST:
17
19 Brock Huggins,President
19 (Principal)Secret r Name and Title��
20
21 Address: _5.32,Wi-h-40t,_
22 _Fort Wo&—Tx 70,119
23
24 _L >
25 Witness as to Principal
26 SURETY:
27 Berkley Insurance Company
28
29
30 BY
31 Signature
32
33 Robbi Morales,Attorney-in-fact
34 .Name and Title
35
36 Address. 5005 LBJ Freeway,Suite 1500
37 Dallas,TX 75244
38
39
40 Vi'' ss as to Surety Telephone Number: 214/989-0000
41
42
43
44 *Note; If signed by an officer of the Surety Company, there must be on file a certified extract
45 from the by-laws showing that this person has authority to sign such obligation. If
46 Surety's physical address is different from its mailing address,both must be provided.
47 The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH Madero Phase 2
STANDARD CITY CONDITIONS—DEVELOPER AWAR{)bv PROJECTS CiV Project No.103676
Revised January 31,2012
0062 14-1
PAYMENTBOND
Page 1 of 2
1 SECTION 00 62 14
2 PAYMENT BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we, Conatser Construction TX, L.P., known as "Principal' herein, and
8 Berkley Insurance Company a corporate surety ( or
9 sureties if more than one), duly authorized to do business in the State of Texas, known as
10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, GBTM
11 Sendera, LLC, authorized to do business in Texas "(Developer"), and the City of Fort Worth, a
12 Texas municipal corporation ("City"), in the penal sum
Three Million, Six Hundred Seventy Two Thousand,Seven 13 of Hundred Sixty and No/100------------------------------------------ Dollars ($ 3,672,760.00 ),
14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the
15 payment of which sum well and truly be made jointly unto the Developer and the City as dual
16 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns,jointly
17 and severally, firmly by these presents:
18 WHEREAS, Developer and City have entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth, by and through a Community Facilities
20 Agreement, CFA Number 22-0059; and
21 WHEREAS, Principal has entered into a certain written Contract with Developer,
22 awarded the 31 st day of August 2022 which Contract is hereby
23 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all
24 materials, equipment, labor and other accessories as defined by law, in the prosecution of the
25 Work as provided for in said Contract and designated as Madero Phase 2.
26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
27 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
30 force and effect.
CITY OF FORT WORTH Madero Phase 2
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised January 31,2012
DocuSign Envelope ID:C0392AFE-6FAD-40E1-8557-444BAE234E91
0062 i4-2
PAYMENTDOND
Page 2 of 2
1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
3 accordance with the provisions of said statute.
4 IN WITNESS WHEREOF,the Principal and Surety have each SIGNED and SEALED
5 this instrument by duly authorized agents and officers on this the 31 st day of
6 August .20 22
7
PRINCIPAL-
_Co atser_QWgruction TX,,,,L.F.
ATTEST: gY: _
Signature �fr
�—� Brock Huggins,President
(Principal)Secretaryr Name and Title
Address: 5327 Wichita St,
Fort Worth.TX�19_
Witness as to Principal - -
SURETY:
Berkley_Insurance Company
ATTEST: BY: . _ 6 y
Signature
( � Robbi Morales,Attorney-in-fact
(Surety)Secretary Name and Title
Address: 5005 LBJ Freeway,Suite 1500
Dallas,TX„75244
W ess as to Surety
Telephone Number; 214/989-0000
9 Note: If signed by an officer of the Surety, there must be on file a certified extract from the
10 bylaws showing that this person has authority to sign such obligation. If Surety's physical
1 i address is different from its mailing address,both must be provided.
12
13 The date of the bond shall not be prior to the date the Contract is awarded.
14 END OF SECTION
CITY OF FORT WORTH Madero Phase 2
STANDARD CITY CONDITIONS—DFVELOPF.R AWARDED PROJECTS 00 Projecl No.103676
Revised January 31,2012
0062 19-1
MAINTENANCE BOND
Page 1 of 3
1 SECTION 00 62 19
2 MAINTENANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7
8 That we, Conatser Construction TX, L.P.,known as "Principal'herein and
9 Berkley Insurance Company , a corporate surety(sureties, if more than
10 one) duly authorized to do business in the State of Texas,known as "Surety"herein (whether one
11 or more), are held and firmly bound unto the Developer, GBTM Sendera LLC, authorized to do
12 business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation
Three Million,Six Hundred Seventy Two Thousand,Seven
13 ("City"), in the sum of Hundred Sixty and No/100------------------------------------------ Dollars
14 ($ 3,672,760.00 ),lawful money of the United States,to be paid in Fort Worth,
15 Tarrant County, Texas, for payment of which sum well and truly be made j ointly unto the
16 Developer and the City as dual obligees and their successors,we bind ourselves, our heirs,
17 executors, administrators, successors and assigns,jointly and severally, firmly by these presents.
18
19 WHEREAS, Developer and City have entered into an Agreement for the construction of
20 community facilities in the City of Fort Worth by and through a Community Facilities
21 Agreement, CIA Number 22-0059; and
22 WHEREAS,the Principal has entered into a certain written contract with the Developer
23 awarded the 31 st day of August 20 22,which Contract is
24 hereby referred to and a made part hereof for all purposes as if fully set forth herein,to furnish all
25 materials, equipment labor and other accessories as defined by law,in the prosecution of the
26 Work, including any Work resulting from a duly authorized Change Order(collectively herein,
27 the "Work")as provided for in said Contract and designated as Madero Phase 2; and
28
29 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
30 accordance with the plans, specifications and Contract Documents that the Work is and will
31 remain free from defects in materials or workmanship for and during the period of two (2)years
32 after the date of Final Acceptance of the Work by the City("Maintenance Period"); and
33
CITY OF FORT WORTH Madero Phase 2
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised January 31,2012
006219-2
MAINTENANCE BOND
Page 2 of 3
1 WHEREAS,Principal binds itself to repair or reconstruct the Work in whole or in part
2 upon receiving notice from the Developer and/or City of the need thereof at any time within the
3 Maintenance Period.
4
5 NOW THEREFORE,the condition of this obligation is such that if Principal shall
6 remedy any defective Work, for which timely notice was provided by Developer or City,to a
7 completion satisfactory to the City,then this obligation shall become null and void; otherwise to
8 remain in full force and effect.
9
10 PROVIDED,HOWEVER, if Principal shall fail so to repair or reconstruct any timely
11 noticed defective Work, it is agreed that the Developer or City may cause any and all such
12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
13 by the Principal and the Surety under this Maintenance Bond; and
14
15 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in
16 Tarrant County,Texas or the United States District Court for the Northern District of Texas, Fort
17 Worth Division; and
18
19 PROVIDED FURTHER,that this obligation shall be continuous in nature and
20 successive recoveries may be had hereon for successive breaches.
21
22
23
CITY OF FORT WORTH Madero Phase 2
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised January 31,2012
DocuSign Envelope ID:C0392AFE-6FAD-40E1-8557-444BAE234E91
006219.3
MAINTENANCE BOND
Page 3 of 3
1 IN WITNESS WHEREOF,the Principal and the Surety have each SIGNED and SEALED this
2 instrument by duly authorized agents and officers on this the . 31 st day of
3 August 20 22
4
5 PRINCIPAL.
6 Conatser Construction TT%,j_P
7
8
9 `
BY
10 Signature
11 ATTEST:12
�,/
I� Brock Huggins,President
14 (Principal}Secre Name and Title
15
16 Address:_5327 Wichita St.
17 Fort Worth T}t 76 t.19
1s
19
20 Witness as to Principal
21 SURETY•
22 Berkley Insurance Company
23 -
24
25 BY'��9
26 Signature
27
28 Robbi Morales,Attorney-in-fact
29 ATTEST- Name and Title
30 c
3 t "�- Address: 5005 LBJ Freeway,Suite-1500
32 (Sur ,-)Secretary Dallas,TX 75244
33 -_ . _
34 �_ — -
35 /itngessasto Surety Telephone Number: 214/989-0000
36 _
37 *Note: If signed by an officer of the Surety Company,there must be on file a certified extract
39 from the by-laws showing that this person has authority to sign such obligation. If
39 Surety's physical address is different from its mailing address,both must be provided.
40
41 The date of the bond shall not be prior to the date the Contract is awarded.
42
CITY OF FORT WORTH Madero Phase 2
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS Cit},Prr sect No.103676
Revised January 31,2012
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.......................................................................................................... I
1.01 Defined Terms............................................................................................................................... 1
1.02 Terminology..................................................................................................................................5
Article2—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
Article4—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 Rej ecting Defective Work..........................................................................................................27
8.04 Determinations for Work Performed..........................................................................................28
Article9-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
Article12-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 Worlc............................................................................................................33
Article14-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
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
0073 10-1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
ARTICLE 1—DEFINITIONS AND TERNHNOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics,but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Agreement- The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. Asbestos Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3. Business Day A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4. Buzzsaw—City's on-line, electronic document management and collaboration system.
5. Calendar Day—A day consisting of 24 hours measured from midnight to the next midnight.
6. City The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7. Community Facilities Agreement (CFA) A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8. Contract The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents Those items that make up the contract and which must include the
Agreement, and it's attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
0073 10-2
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 2 of 35
b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non-Resident Bidder
iii. Prequalification Statement
C. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form(If required by City)
k. General Conditions
1. Supplementary Conditions
In. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project's Contract Documents
o. Drawings
p. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10. Contractor The individual or entity with whom Developer has entered into the Agreement.
11. Day or day A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. Drawings That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14. Engineer The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15.Final Acceptance The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
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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 apart 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 1.02.13 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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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:
I. 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 i£
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 0125 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 5.05.13. 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 5.05.13. 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:
I. 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:
I. 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 I Ith day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
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occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and(ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258,Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City,from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design,process,product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor's responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor's obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
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other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City,from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as
the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the
written notice (by letter or electronic communication), and shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
5.12 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor
and approved by the City, one (1)record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated
to show changes made during construction. These record documents together with all approved
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Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
5.13 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal,relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal,relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City's safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any,
with which City's employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
5.14 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
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5.15 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or
among employers in accordance with Laws or Regulations.
5.16 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 5.16.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier,pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 5.16.C.
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City's review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City's Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
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2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and
acceptance of a separate item as such will not indicate approval of the assembly in which the
item functions.
3. City's review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City's review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
5.17 Contractor's General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
2. normal wear and tear under normal usage.
C. Contractor's obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute.None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor's obligation to
perform the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City or Developer of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
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7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.B. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
City, its officers, servants and employees, from and against any and all claims arising out of, or
alleged to arise out of, the work and services to be performed by the Contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this Contract. THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART,BY
ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED,IN WHOLE OR IN PART,BY ANY ACT, OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor's responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional's written approval when
submitted to City.
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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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
0073 10-28
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 28 of 35
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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
0073 10-29
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 29 of 35
ARTICLE 11 —TESTS AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections,which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials,mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible,with Contractor;
2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
0073 10-30
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 30 of 35
3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City's observation and replaced at Contractor's
expense.
11.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
0073 10-31
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 31 of 35
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others)will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor's obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor's services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
0073 10-32
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 32 of 35
stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants,
employees, and City's other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City's rights and remedies under this
Paragraph 11.09.
ARTICLE 12—COMPLETION
12.01 Contractor's Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor's
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
I. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
0073 10-33
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 33 of 35
1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 Final Acceptance
A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2. consent of the surety,if any,to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5. after all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13—SUSPENSION OF WORK
13.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
0073 10-34
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 34 of 35
available within a reasonable period of time, Contractor may request an extension in Contract
Time,directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14—NHSCELLANEOUS
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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
0073 10-35
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 U35
14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
01 11 00-1
DAP SUMMARY OF WORK
Page 1 of 3
1 SECTION 01 1100
2 SUMMARY OF WORK
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Summary of Work to be performed in accordance with the Contract Documents
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include,but are not necessarily limited to:
10 1. Division 0 -Bidding Requirements, Contract Forms, and Conditions of the Contract
11 2. Division 1 -General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Work Covered by Contract Documents
19 1. Work is to include furnishing all labor,materials, and equipment, and performing
20 all Work necessary for this construction project as detailed in the Drawings and
21 Specifications.
22 B. Subsidiary Work
23 1. Any and all Work specifically governed by documentary requirements for the
24 project, such as conditions imposed by the Drawings or Contract Documents in
25 which no specific item for bid has been provided for in the Proposal and the item is
26 not a typical unit bid item included on the standard bid item list,then the item shall
27 be considered as a subsidiary item of Work,the cost of which shall be included in
28 the price bid in the Proposal for various bid items.
29 C. Use of Premises
30 1. Coordinate uses of premises under direction of the City.
31 2. Assume full responsibility for protection and safekeeping of materials and
32 equipment stored on the Site.
33 3. Use and occupy only portions of the public streets and alleys, or other public places
34 or other rights-of-way as provided for in the ordinances of the City, as shown in the
35 Contract Documents, or as may be specifically authorized in writing by the City.
36 a. A reasonable amount of tools,materials, and equipment for construction
37 purposes may be stored in such space,but no more than is necessary to avoid
38 delay in the construction operations.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—Developer Awarded Projects City Project No.103676
Revised December 20,2012
011100-2
DAP SUMMARY OF WORK
Page 2 of 3
1 b. Excavated and waste materials shall be stored in such a way as not to interfere
2 with the use of spaces that may be designated to be left free and unobstructed
3 and so as not to inconvenience occupants of adjacent property.
4 c. If the street is occupied by railroad tracks,the Work shall be carried on in such
5 manner as not to interfere with the operation of the railroad.
6 1) All Work shall be in accordance with railroad requirements set forth in
7 Division 0 as well as the railroad permit.
8 D. Work within Easements
9 1. Do not enter upon private property for any purpose without having previously
10 obtained permission from the owner of such property.
11 2. Do not store equipment or material on private property unless and until the
12 specified approval of the property owner has been secured in writing by the
13 Contractor and a copy furnished to the City.
14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of
15 obstructions which must be removed to make possible proper prosecution of the
16 Work as a part of the project construction operations.
17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery,plants,
18 lawns,fences, culverts, curbing, and all other types of structures or improvements,
19 to all water, sewer, and gas lines,to all conduits, overhead pole lines, or
20 appurtenances thereof,including the construction of temporary fences and to all
21 other public or private property adjacent to the Work.
22 5. Notify the proper representatives of the owners or occupants of the public or private
23 lands of interest in lands which might be affected by the Work.
24 a. Such notice shall be made at least 48 hours in advance of the beginning of the
25 Work.
26 b. Notices shall be applicable to both public and private utility companies and any
27 corporation,company, individual, or other, either as owners or occupants,
28 whose land or interest in land might be affected by the Work.
29 c. Be responsible for all damage or injury to property of any character resulting
30 from any act, omission,neglect, or misconduct in the manner or method or
31 execution of the Work, or at any time due to defective work,material,or
32 equipment.
33 6. Fence
34 a. Restore all fences encountered and removed during construction of the Project
35 to the original or a better than original condition.
36 b. Erect temporary fencing in place of the fencing removed whenever the Work is
37 not in progress and when the site is vacated overnight, and/or at all times to
38 provide site security.
39 c. The cost for all fence work within easements,including removal,temporary
40 closures and replacement, shall be subsidiary to the various items bid in the
41 project proposal,unless a bid item is specifically provided in the proposal.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—Developer Awarded Projects City Project No.103676
Revised December 20,2012
01 11 00-3
DAP SUMMARY OF WORK
Page 3 of 3
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
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—Developer Awarded Projects City Project No.103676
Revised December 20,2012
012500-1
DAP SUBSTITUTION PROCEDURES
Page 1 of 4
1 SECTION 0125 00
2 SUBSTITUTION PROCEDURES
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for requesting the approval of substitution of a product that is not
7 equivalent to a product which is specified by descriptive or performance criteria or
8 defined by reference to 1 or more of the following:
9 a. Name of manufacturer
10 b. Name of vendor
11 c. Trade name
12 d. Catalog number
13 2. Substitutions are not"or-equals".
14 B. Deviations from this City of Fort Worth Standard Specification
15 1. None.
16 C. Related Specification Sections include,but are not necessarily limited to:
17 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
18 2. Division 1 —General Requirements
19 1.2 PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payment
21 1. Work associated with this Item is considered subsidiary to the various items bid. No
22 separate payment will be allowed for this Item.
23 1.3 REFERENCES [NOT USED]
24 1.4 ADMINISTRATIVE REQUIREMENTS
25 A. Request for Substitution-General
26 1. Within 30 days after award of Contract(unless noted otherwise),the City will
27 consider formal requests from Contractor for substitution of products in place of
28 those specified.
29 2. Certain types of equipment and kinds of material are described in Specifications by
30 means of references to names of manufacturers and vendors,trade names, or catalog
31 numbers.
32 a. When this method of specifying is used,it is not intended to exclude from
33 consideration other products bearing other manufacturer's or vendor's names,
34 trade names, or catalog numbers,provided said products are "or-equals," as
35 determined by City.
36 3. Other types of equipment and kinds of material may be acceptable substitutions
37 under the following conditions:
38 a. Or-equals are unavailable due to strike, discontinued production of products
39 meeting specified requirements,or other factors beyond control of Contractor;
40 or,
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised August 30,2013
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DAP SUBSTITUTION PROCEDURES
Page 2 of 4
1 b. Contractor proposes a cost and/or time reduction incentive to the City.
2 1.5 SUBMITTALS
3 A. See Request for Substitution Form (attached)
4 B. Procedure for Requesting Substitution
5 1. Substitution shall be considered only:
6 a. After award of Contract
7 b. Under the conditions stated herein
8 2. Submit 3 copies of each written request for substitution, including:
9 a. Documentation
10 1) Complete data substantiating compliance of proposed substitution with
11 Contract Documents
12 2) Data relating to changes in construction schedule,when a reduction is
13 proposed
14 3) Data relating to changes in cost
15 b. For products
16 1) Product identification
17 a) Manufacturer's name
18 b) Telephone number and representative contact name
19 c) Specification Section or Drawing reference of originally specified
20 product,including discrete name or tag number assigned to original
21 product in the Contract Documents
22 2) Manufacturer's literature clearly marked to show compliance of proposed
23 product with Contract Documents
24 3) Itemized comparison of original and proposed product addressing product
25 characteristics including,but not necessarily limited to:
26 a) Size
27 b) Composition or materials of construction
28 c) Weight
29 d) Electrical or mechanical requirements
30 4) Product experience
31 a) Location of past projects utilizing product
32 b) Name and telephone number of persons associated with referenced
33 projects knowledgeable concerning proposed product
34 c) Available field data and reports associated with proposed product
35 5) Samples
36 a) Provide at request of City.
37 b) Samples become the property of the City.
38 c. For construction methods:
39 1) Detailed description of proposed method
40 2) Illustration drawings
41 C. Approval or Rejection
42 1. Written approval or rejection of substitution given by the City
43 2. City reserves the right to require proposed product to comply with color and pattern
44 of specified product if necessary to secure design intent.
45 3. In the event the substitution is approved,if a reduction in cost or time results, it will
46 be documented by Change Order.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised August 30,2013
012500-3
DAP SUBSTITUTION PROCEDURES
Page 3 of 4
1 4. Substitution will be rejected if
2 a. Submittal is not through the Contractor with his stamp of approval
3 b. Request is not made in accordance with this Specification Section
4 c. In the Developer's opinion,acceptance will require substantial revision of the
5 original design
6 d. In the City's or Developer's opinion, substitution will not perform adequately
7 the function consistent with the design intent
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
12 A. In making request for substitution or in using an approved product,the Contractor
13 represents that the Contractor:
14 1. Has investigated proposed product, and has determined that it is adequate or
15 superior in all respects to that specified, and that it will perform function for which it
16 is intended
17 2. Will provide same guarantee for substitute item as for product specified
18 3. Will coordinate installation of accepted substitution into Work,to include building
19 modifications if necessary,making such changes as may be required for Work to be
20 complete in all respects
21 4. Waives all claims for additional costs related to substitution which subsequently
22 arise
23 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
24 1.11 FIELD [SITE] CONDITIONS [NOT USED]
25 1.12 WARRANTY [NOT USED]
26 PART 2- PRODUCTS [NOT USED]
27 PART 3- EXECUTION [NOT USED]
28 END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
29
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised August 30,2013
012500-4
DAP SUBSTITUTION PROCEDURES
Page 4 of 4
1 EXHIBIT A
2 REQUEST FOR SUBSTITUTION FORM:
3
4 TO:
5 PROJECT: DATE:
6 We hereby submit for your consideration the following product instead of the specified item for
7 the above project:
8 SECTION PARAGRAPH SPECIFIED ITEM
9
10 Proposed Substitution:
11 Reason for Substitution:
12 Include complete information on changes to Drawings and/or Specifications which proposed
13 substitution will require for its proper installation.
14
15 Fill in Blanks Below:
16 A. Will the undersigned contractor pay for changes to the building design, including engineering
17 and detailing costs caused by the requested substitution?
18
19
20 B. What effect does substitution have on other trades?
21
22
23 C. Differences between proposed substitution and specified item?
24
25
26 D. Differences in product cost or product delivery time?
27
28
29 E. Manufacturer's guarantees of the proposed and specified items are:
30
31 Equal Better(explain on attachment)
32 The undersigned states that the function, appearance and quality are equivalent or superior to the
33 specified item.
34 Submitted By: For Use by City
35
36 Signature Recommended Recommended
37 as noted
38
39 Firm Not recommended _Received late
40 Address By
41 Date
42 Date Remarks
43 Telephone
44
45 For Use by City:
46
47 Approved Rejected
48 City Date
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised August 30,2013
0131 19-1
DAP PRECONSTRUCTION MEETING
Page 1 of 3
1 SECTION 01 31 19
2 PRECONSTRUCTION MEETING
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to
7 clarify construction contract administration procedures
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. No construction schedule required unless requested by the City.
10 C. Related Specification Sections include,but are not necessarily limited to:
11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 —General Requirements
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. Coordination
20 1. Attend preconstruction meeting.
21 2. Representatives of Contractor, subcontractors and suppliers attending meetings
22 shall be qualified and authorized to act on behalf of the entity each represents.
23 3. Meeting administered by City may be tape recorded.
24 a. If recorded,tapes will be used to prepare minutes and retained by City for
25 future reference.
26 B. Preconstruction Meeting
27 1. A preconstruction meeting will be held within 14 days after the delivery of the
28 distribution package to the City.
29 a. The meeting will be scheduled and administered by the City.
30 2. The Project Representative will preside at the meeting,prepare the notes of the
31 meeting and distribute copies of same to all participants who so request by fully
32 completing the attendance form to be circulated at the beginning of the meeting.
33 3. Attendance shall include:
34 a. Developer and Consultant
35 b. Contractor's project manager
36 c. Contractor's superintendent
37 d. Any subcontractor or supplier representatives whom the Contractor may desire
38 to invite or the City may request
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised August 30,2013
013119-2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
1
2
3
4
5
6
7
8
9
10
11
12
13 e. Other City representatives
14 f Others as appropriate
15 4. Preliminary Agenda may include:
16 a. Introduction of Project Personnel
17 b. General Description of Project
18 c. Status of right-of-way,utility clearances,easements or other pertinent permits
19 d. Contractor's work plan and schedule
20 e. Contract Time
21 f Notice to Proceed
22 g. Construction Staking
23 h. Progress Payments
24 i. Extra Work and Change Order Procedures
25 j. Field Orders
26 k. Disposal Site Letter for Waste Material
27 1. Insurance Renewals
28 in. Payroll Certification
29 n. Material Certifications and Quality Control Testing
30 o. Public Safety and Convenience
31 p. Documentation of Pre-Construction Conditions
32 q. Weekend Work Notification
33 r. Legal Holidays
34 s. Trench Safety Plans
35 t. Confined Space Entry Standards
36 u. Coordination with the City's representative for operations of existing water
37 systems
38 v. Storm Water Pollution Prevention Plan
39 w. Coordination with other Contractors
40 x. Early Warning System
41 y. Contractor Evaluation
42 z. Special Conditions applicable to the project
43 aa. Damages Claims
44 bb. Submittal Procedures
45 cc. Substitution Procedures
46 dd. Correspondence Routing
47 cc. Record Drawings
48 ff. Temporary construction facilities
49 gg. MBE/SBE procedures
50 hh. Final Acceptance
51 11. Final Payment
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised August 30,2013
013119-3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
1 jj. Questions or Comments
2 1.5 SUBMITTALS [NOT USED]
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
Revision Log
DATE NAME SUMMARY OF CHANGE
14
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised August 30,2013
013233-1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
SECTION 0132 33
PRECONSTRUCTION VIDEO
PART1 - 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
I. 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised August 30,2013
01 32 33-2
DAP PRECONSTRUCTION VIDEO
Page 2 of 2
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised August 30,2013
013300-1
DAP SUBMITTALS
Page 1 of 8
1 SECTION 0133 00
2 DAP SUBMITTALS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. General methods and requirements of submissions applicable to the following
7 Work-related submittals:
8 a. Shop Drawings
9 b. Product Data(including Standard Product List submittals)
10 c. Samples
11 d. Mock Ups
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. Coordination
24 1. Notify the City in writing,at the time of submittal, of any deviations in the
25 submittals from the requirements of the Contract Documents.
26 2. Coordination of Submittal Times
27 a. Prepare,prioritize and transmit each submittal sufficiently in advance of
28 performing the related Work or other applicable activities, or within the time
29 specified in the individual Work Sections, of the Specifications.
30 b. Contractor is responsible such that the installation will not be delayed by
31 processing times including,but not limited to:
32 a) Disapproval and resubmittal (if required)
33 b) Coordination with other submittals
34 c) Testing
35 d) Purchasing
36 e) Fabrication
37 f) Delivery
38 g) Similar sequenced activities
39 c. No extension of time will be authorized because of the Contractor's failure to
40 transmit submittals sufficiently in advance of the Work.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised August 30,2013
013300-2
DAP SUBMITTALS
Page 2 of 8
1 d. Make submittals promptly in accordance with approved schedule, and in such
2 sequence as to cause no delay in the Work or in the work of any other
3 contractor.
4 B. Submittal Numbering
5 1. When submitting shop drawings or samples,utilize a 9-character submittal cross-
6 reference identification numbering system in the following manner:
7 a. Use the first 6 digits of the applicable Specification Section Number.
8 b. For the next 2 digits number use numbers 01-99 to sequentially number each
9 initial separate item or drawing submitted under each specific Section number.
10 c. Last use a letter,A-Z, indicating the resubmission of the same drawing (i.e.
11 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
12 submittal number would be as follows:
13
14 03 30 00-08-B
15
16 1) 03 30 00 is the Specification Section for Concrete
17 2) 08 is the eighth initial submittal under this Specification Section
18 3) B is the third submission(second resubmission) of that particular shop
19 drawing
20 C. Contractor Certification
21 1. Review shop drawings,product data and samples,including those by
22 subcontractors,prior to submission to determine and verify the following:
23 a. Field measurements
24 b. Field construction criteria
25 c. Catalog numbers and similar data
26 d. Conformance with the Contract Documents
27 2. Provide each shop drawing, sample and product data submitted by the Contractor
28 with a Certification Statement affixed including:
29 a. The Contractor's Company name
30 b. Signature of submittal reviewer
31 c. Certification Statement
32 1) `By this submittal, I hereby represent that I have determined and verified
33 field measurements,field construction criteria,materials, dimensions,
34 catalog numbers and similar data and I have checked and coordinated each
35 item with other applicable approved shop drawings."
36 D. Submittal Format
37 1. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 '/2 inches x 1 linches.
38 2. Bind shop drawings and product data sheets together.
39 3. Order
40 a. Cover Sheet
41 1) Description of Packet
42 2) Contractor Certification
43 b. List of items/Table of Contents
44 c. Product Data/Shop Drawings/Samples/Calculations
45 E. Submittal Content
46 1. The date of submission and the dates of any previous submissions
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised August 30,2013
013300-3
DAP SUBMITTALS
Page 3 of 8
1 2. The Project title and number
2 3. Contractor identification
3 4. The names of
4 a. Contractor
5 b. Supplier
6 c. Manufacturer
7 5. Identification of the product,with the Specification Section number,page and
8 paragraph(s)
9 6. Field dimensions, clearly identified as such
10 7. Relation to adjacent or critical features of the Work or materials
11 8. Applicable standards, such as ASTM or Federal Specification numbers
12 9. Identification by highlighting of deviations from Contract Documents
13 10. Identification by highlighting of revisions on resubmittals
14 11. An 8-inch x 3-inch blank space for Contractor and City stamps
15 F. Shop Drawings
16 1. As specified in individual Work Sections includes,but is not necessarily limited to:
17 a. Custom-prepared data such as fabrication and erection/installation (working)
18 drawings
19 b. Scheduled information
20 c. Setting diagrams
21 d. Actual shopwork manufacturing instructions
22 e. Custom templates
23 f Special wiring diagrams
24 g. Coordination drawings
25 h. Individual system or equipment inspection and test reports including:
26 1) Performance curves and certifications
27 i. As applicable to the Work
28 2. Details
29 a. Relation of the various parts to the main members and lines of the structure
30 b. Where correct fabrication of the Work depends upon field measurements
31 1) Provide such measurements and note on the drawings prior to submitting
32 for approval.
33 G. Product Data
34 1. For submittals of product data for products included on the City's Standard Product
35 List,clearly identify each item selected for use on the Project.
36 2. For submittals of product data for products not included on the City's Standard
37 Product List, submittal data may include,but is not necessarily limited to:
38 a. Standard prepared data for manufactured products (sometimes referred to as
39 catalog data)
40 1) Such as the manufacturer's product specification and installation
41 instructions
42 2) Availability of colors and patterns
43 3) Manufacturer's printed statements of compliances and applicability
44 4) Roughing-in diagrams and templates
45 5) Catalog cuts
46 6) Product photographs
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised August 30,2013
013300-4
DAP SUBMITTALS
Page 4 of 8
1 7) Standard wiring diagrams
2 8) Printed performance curves and operational-range diagrams
3 9) Production or quality control inspection and test reports and certifications
4 10) Mill reports
5 11) Product operating and maintenance instructions and recommended
6 spare-parts listing and printed product warranties
7 12) As applicable to the Work
8 H. Samples
9 1. As specified in individual Sections, include,but are not necessarily limited to:
10 a. Physical examples of the Work such as:
11 1) Sections of manufactured or fabricated Work
12 2) Small cuts or containers of materials
13 3) Complete units of repetitively used products color/texture/pattern swatches
14 and range sets
15 4) Specimens for coordination of visual effect
16 5) Graphic symbols and units of Work to be used by the City for independent
17 inspection and testing, as applicable to the Work
18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to
19 be fabricated or installed prior to the approval or qualified approval of such item.
20 1. Fabrication performed,materials purchased or on-site construction accomplished
21 which does not conform to approved shop drawings and data is at the Contractor's
22 risk.
23 2. The City will not be liable for any expense or delay due to corrections or remedies
24 required to accomplish conformity.
25 3. Complete project Work,materials,fabrication, and installations in conformance
26 with approved shop drawings, applicable samples, and product data.
27 J. Submittal Distribution
28 1. Electronic Distribution
29 a. Confirm development of Project directory for electronic submittals to be
30 uploaded to City's Buzzsaw site, or another external FTP site approved by the
31 City.
32 b. Shop Drawings
33 1) Upload submittal to designated project directory and notify appropriate
34 City representatives via email of submittal posting.
35 2) Hard Copies
36 a) 3 copies for all submittals
37 b) If Contractor requires more than 1 hard copy of Shop Drawings
38 returned, Contractor shall submit more than the number of copies listed
39 above.
40 c. Product Data
41 1) Upload submittal to designated project directory and notify appropriate
42 City representatives via email of submittal posting.
43 2) Hard Copies
44 a) 3 copies for all submittals
45 d. Samples
46 1) Distributed to the Project Representative
47 2. Hard Copy Distribution(if required in lieu of electronic distribution)
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised August 30,2013
013300-5
DAP SUBMITTALS
Page 5 of 8
1 a. Shop Drawings
2 1) Distributed to the City
3 2) Copies
4 a) 8 copies for mechanical submittals
5 b) 7 copies for all other submittals
6 c) If Contractor requires more than 3 copies of Shop Drawings returned,
7 Contractor shall submit more than the number of copies listed above.
8 b. Product Data
9 1) Distributed to the City
10 2) Copies
11 a) 4 copies
12 c. Samples
13 1) Distributed to the Project Representative
14 2) Copies
15 a) Submit the number stated in the respective Specification Sections.
16 3. Distribute reproductions of approved shop drawings and copies of approved
17 product data and samples,where required,to the job site file and elsewhere as
18 directed by the City.
19 a. Provide number of copies as directed by the City but not exceeding the number
20 previously specified.
21 K. Submittal Review
22 1. The review of shop drawings, data and samples will be for general conformance
23 with the design concept and Contract Documents. This is not to be construed as:
24 a. Permitting any departure from the Contract requirements
25 b. Relieving the Contractor of responsibility for any errors, including details,
26 dimensions,and materials
27 c. Approving departures from details furnished by the City,except as otherwise
28 provided herein
29 2. The review and approval of shop drawings, samples or product data by the City
30 does not relieve the Contractor from his/her responsibility with regard to the
31 fulfillment of the terms of the Contract.
32 a. All risks of error and omission are assumed by the Contractor, and the City will
33 have no responsibility therefore.
34 3. The Contractor remains responsible for details and accuracy, for coordinating the
35 Work with all other associated work and trades, for selecting fabrication processes,
36 for techniques of assembly and for performing Work in a safe manner.
37 4. If the shop drawings, data or samples as submitted describe variations and show a
38 departure from the Contract requirements which City finds to be in the interest of
39 the City and to be so minor as not to involve a change in Contract Price or time for
40 performance,the City may return the reviewed drawings without noting an
41 exception.
42 5. Submittals will be returned to the Contractor under 1 of the following codes:
43 a. Code 1
44 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or
45 comments on the submittal.
46 a) When returned under this code the Contractor may release the
47 equipment and/or material for manufacture.
48 b. Code 2
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised August 30,2013
013300-6
DAP SUBMITTALS
Page 6 of 8
1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
2 the notations and comments IS NOT required by the Contractor.
3 a) The Contractor may release the equipment or material for manufacture;
4 however,all notations and comments must be incorporated into the
5 final product.
6 c. Code 3
7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
8 assigned when notations and comments are extensive enough to require a
9 resubmittal of the package.
10 a) The Contractor may release the equipment or material for manufacture;
11 however,all notations and comments must be incorporated into the
12 final product.
13 b) This resubmittal is to address all comments,omissions and
14 non-conforming items that were noted.
15 c) Resubmittal is to be received by the City within 15 Calendar Days of
16 the date of the City's transmittal requiring the resubmittal.
17 d. Code 4
18 1) "NOT APPROVED" is assigned when the submittal does not meet the
19 intent of the Contract Documents.
20 a) The Contractor must resubmit the entire package revised to bring the
21 submittal into conformance.
22 b) It may be necessary to resubmit using a different manufacturer/vendor
23 to meet the Contract Documents.
24 6. Resubmittals
25 a. Handled in the same manner as first submittals
26 1) Corrections other than requested by the City
27 2) Marked with revision triangle or other similar method
28 a) At Contractor's risk if not marked
29 b. Submittals for each item will be reviewed no more than twice at the City's
30 expense.
31 1) All subsequent reviews will be performed at times convenient to the City
32 and at the Contractor's expense,based on the City's or City
33 Representative's then prevailing rates.
34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for
35 all such fees invoiced by the City.
36 c. The need for more than 1 resubmission or any other delay in obtaining City's
37 review of submittals,will not entitle the Contractor to an extension of Contract
38 Time.
39 7. Partial Submittals
40 a. City reserves the right to not review submittals deemed partial, at the City's
41 discretion.
42 b. Submittals deemed by the City to be not complete will be returned to the
43 Contractor,and will be considered "Not Approved" until resubmitted.
44 c. The City may at its option provide a list or mark the submittal directing the
45 Contractor to the areas that are incomplete.
46 8. If the Contractor considers any correction indicated on the shop drawings to
47 constitute a change to the Contract Documents,then written notice must be
48 provided thereof to the Developer at least 7 Calendar Days prior to release for
49 manufacture.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised August 30,2013
013300-7
DAP SUBMITTALS
Page 7 of 8
1 9. When the shop drawings have been completed to the satisfaction of the City,the
2 Contractor may carry out the construction in accordance therewith and no further
3 changes therein except upon written instructions from the City.
4 10. Each submittal, appropriately coded,will be returned within 30 Calendar Days
5 following receipt of submittal by the City.
6 L. Mock ups
7 1. Mock Up units as specified in individual Sections, include,but are not necessarily
8 limited to, complete units of the standard of acceptance for that type of Work to be
9 used on the Project. Remove at the completion of the Work or when directed.
10 M. Qualifications
11 1. If specifically required in other Sections of these Specifications, submit a P.E.
12 Certification for each item required.
13 N. Request for Information(RFI)
14 1. Contractor Request for additional information
15 a. Clarification or interpretation of the contract documents
16 b. When the Contractor believes there is a conflict between Contract Documents
17 c. When the Contractor believes there is a conflict between the Drawings and
18 Specifications
19 1) Identify the conflict and request clarification
20 2. Sufficient information shall be attached to permit a written response without further
21 information.
22
23
24
25
26 1.5 SUBMITTALS [NOT USED]
27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
28 1.7 CLOSEOUT SUBMITTALS [NOT USED]
29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
30 1.9 QUALITY ASSURANCE [NOT USED]
31 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
32 1.11 FIELD [SITE] CONDITIONS [NOT USED]
33 1.12 WARRANTY [NOT USED]
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised August 30,2013
013300-8
DAP SUBMITTALS
Page 8 of 8
1 PART 2- PRODUCTS [NOT USED]
2 PART 3- EXECUTION [NOT USED]
3 END OF SECTION
4
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D.Johnson 1.4.K.8.Working Days modified to Calendar Days
5
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised August 30,2013
0135 13-1
DAP SPECIAL PROJECT PROCEDURES
Page 1 of 7
1 SECTION 0135 13
2 SPECIAL PROJECT PROCEDURES
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedures for special project circumstances that includes,but is not limited to:
7 a. Coordination with the Texas Department of Transportation
8 b. Work near High Voltage Lines
9 c. Confined Space Entry Program
10 d. Air Pollution Watch Days
11 e. Use of Explosives, Drop Weight, Etc.
12 f Water Department Notification
13 g. Public Notification Prior to Beginning Construction
14 h. Coordination with United States Army Corps of Engineers
15 i. Coordination within Railroad permits areas
16 j. Dust Control
17 k. Employee Parking
18
19 B. Deviations from this City of Fort Worth Standard Specification
20 1. None.
21 C. Related Specification Sections include,but are not necessarily limited to:
22 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
23 2. Division 1 —General Requirements
24 3. Section 33 12 25 —Connection to Existing Water Mains
25
26 1.2 REFERENCES
27 A. Reference Standards
28 1. Reference standards cited in this Specification refer to the current reference
29 standard published at the time of the latest revision date logged at the end of this
30 Specification,unless a date is specifically cited.
31 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
32 High Voltage Overhead Lines.
33 3. North Central Texas Council of Governments (NCTCOG)—Clean Construction
34 Specification
35 1.3 ADMINISTRATIVE REQUIREMENTS
36 A. Coordination with the Texas Department of Transportation
37 1. When work in the right-of-way which is under the jurisdiction of the Texas
38 Department of Transportation (TxDOT):
39 a. Notify the Texas Department of Transportation prior to commencing any work
40 therein in accordance with the provisions of the permit
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised August,30,2013
013513-2
DAP SPECIAL PROJECT PROCEDURES
Page 2 of 7
1 b. All work performed in the TxDOT right-of-way shall be performed in
2 compliance with and subject to approval from the Texas Department of
3 Transportation
4 B. Work near High Voltage Lines
5 1. Regulatory Requirements
6 a. All Work near High Voltage Lines (more than 600 volts measured between
7 conductors or between a conductor and the ground) shall be in accordance with
8 Health and Safety Code, Title 9, Subtitle A, Chapter 752.
9 2. Warning sign
10 a. Provide sign of sufficient size meeting all OSHA requirements.
11 3. Equipment operating within 10 feet of high voltage lines will require the following
12 safety features
13 a. Insulating cage-type of guard about the boom or arm
14 b. Insulator links on the lift hook connections for back hoes or dippers
15 c. Equipment must meet the safety requirements as set forth by OSHA and the
16 safety requirements of the owner of the high voltage lines
17 4. Work within 6 feet of high voltage electric lines
18 a. Notification shall be given to:
19 1) The power company(example: ONCOR)
20 a) Maintain an accurate log of all such calls to power company and record
21 action taken in each case.
22 b. Coordination with power company
23 1) After notification coordinate with the power company to:
24 a) Erect temporary mechanical barriers, de-energize the lines, or raise or
25 lower the lines
26 c. No personnel may work within 6 feet of a high voltage line before the above
27 requirements have been met.
28 C. Confined Space Entry Program
29 1. Provide and follow approved Confined Space Entry Program in accordance with
30 OSHA requirements.
31 2. Confined Spaces include:
32 a. Manholes
33 b. All other confined spaces in accordance with OSHA's Permit Required for
34 Confined Spaces
35 D. Use of Explosives, Drop Weight, Etc.
36 1. When Contract Documents permit on the project the following will apply:
37 a. Public Notification
38 1) Submit notice to City and proof of adequate insurance coverage, 24 hours
39 prior to commencing.
40 2) Minimum 24 hour public notification in accordance with Section 01 31 13
41 E. Water Department Coordination
42 1. During the construction of this project, it will be necessary to deactivate, for a
43 period of time, existing lines. The Contractor shall be required to coordinate with
44 the Water Department to determine the best times for deactivating and activating
45 those lines.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised August,30,2013
0135 13-3
DAP SPECIAL PROJECT PROCEDURES
Page 3 of 7
1 2. Coordinate any event that will require connecting to or the operation of an existing
2 City water line system with the City's representative.
3 a. Coordination shall be in accordance with Section 33 12 25.
4 b. If needed,obtain a hydrant water meter from the Water Department for use
5 during the life of named project.
6 c. In the event that a water valve on an existing live system be turned off and on
7 to accommodate the construction of the project is required, coordinate this
8 activity through the appropriate City representative.
9 1) Do not operate water line valves of existing water system.
10 a) Failure to comply will render the Contractor in violation of Texas Penal
11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor
12 will be prosecuted to the full extent of the law.
13 b) In addition,the Contractor will assume all liabilities and
14 responsibilities as a result of these actions.
15 F. Public Notification Prior to Beginning Construction
16 1. Prior to beginning construction on any block in the project, on a block by block
17 basis,prepare and deliver a notice or flyer of the pending construction to the front
18 door of each residence or business that will be impacted by construction. The notice
19 shall be prepared as follows:
20 a. Post notice or flyer 7 days prior to beginning any construction activity on each
21 block in the project area.
22 1) Prepare flyer on the Contractor's letterhead and include the following
23 information:
24 a) Name of Project
25 b) City Project No (CPN)
26 c) Scope of Project(i.e.type of construction activity)
27 d) Actual construction duration within the block
28 e) Name of the contractor's foreman and phone number
29 f) Name of the City's inspector and phone number
30 g) City's after-hours phone number
31 2) A sample of the `pre-construction notification' flyer is attached as Exhibit
32 A.
33 3) Submit schedule showing the construction start and finish time for each
34 block of the project to the inspector.
35 4) Deliver flyer to the City Inspector for review prior to distribution.
36 b. No construction will be allowed to begin on any block until the flyer is
37 delivered to all residents of the block.
38 G. Public Notification of Temporary Water Service Interruption during Construction
39 1. In the event it becomes necessary to temporarily shut down water service to
40 residents or businesses during construction,prepare and deliver a notice or flyer of
41 the pending interruption to the front door of each affected resident.
42 2. Prepared notice as follows:
43 a. The notification or flyer shall be posted 24 hours prior to the temporary
44 interruption.
45 b. Prepare flyer on the contractor's letterhead and include the following
46 information:
47 1) Name of the project
48 2) City Project Number
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised August,30,2013
0135 13-4
DAP SPECIAL PROJECT PROCEDURES
Page 4 of 7
1 3) Date of the interruption of service
2 4) Period the interruption will take place
3 5) Name of the contractor's foreman and phone number
4 6) Name of the City's inspector and phone number
5 c. A sample of the temporary water service interruption notification is attached as
6 Exhibit B.
7 d. Deliver a copy of the temporary interruption notification to the City inspector
8 for review prior to being distributed.
9 e. No interruption of water service can occur until the flyer has been delivered to
10 all affected residents and businesses.
11 f Electronic versions of the sample flyers can be obtained from the Project
12 Construction Inspector.
13 H. Coordination with United States Army Corps of Engineers (USACE)
14 1. At locations in the Project where construction activities occur in areas where
15 USACE permits are required,meet all requirements set forth in each designated
16 permit.
17 1. Coordination within Railroad Permit Areas
18 1. At locations in the project where construction activities occur in areas where
19 railroad permits are required,meet all requirements set forth in each designated
20 railroad permit. This includes,but is not limited to,provisions for:
21 a. Flagmen
22 b. Inspectors
23 c. Safety training
24 d. Additional insurance
25 e. Insurance certificates
26 f Other employees required to protect the right-of-way and property of the
27 Railroad Company from damage arising out of and/or from the construction of
28 the project. Proper utility clearance procedures shall be used in accordance
29 with the permit guidelines.
30 2. Obtain any supplemental information needed to comply with the railroad's
31 requirements.
32 J. Dust Control
33 1. Use acceptable measures to control dust at the Site.
34 a. If water is used to control dust, capture and properly dispose of waste water.
35 b. If wet saw cutting is performed, capture and properly dispose of slurry.
36 K. Employee Parking
37 1. Provide parking for employees at locations approved by the City.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised August,30,2013
013513-5
DAP SPECIAL PROJECT PROCEDURES
Page 5 of 7
1 1.4 SUBMITTALS [NOT USED]
2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.6 CLOSEOUT SUBMITTALS [NOT USED]
4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.8 QUALITY ASSURANCE [NOT USED]
6 1.9 DELIVERY, STORAGE,AND HANDLING [NOT USED]
7 1.10 FIELD [SITE] CONDITIONS [NOT USED]
8 1.11 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
1.3.13—Added requirement of compliance with Health and Safety Code,Title 9.
8/31/2012 D.Johnson Safety,Subtitle A.Public Safety,Chapter 752.High Voltage Overhead Lines.
13
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised August,30,2013
013513-6
DAP SPECIAL PROJECT PROCEDURES
Page 6 of 7
1 EXHIBIT A
2 (To be printed on Contractor's Letterhead)
3
4
5
6 Date:
7
8 CPN No.:
9 Project Name:
10 Mapsco Location:
11 Limits of Construction:
12
13
14
15
16
17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
19 PROPERTY.
20
21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
22 OF THIS NOTICE.
23
24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
25 ISSUE, PLEASE CALL:
26
27
28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.>
29
30 OR
31
32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
33
34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
35
36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
37
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised August,30,2013
0135 13-7
DAP SPECIAL PROJECT PROCEDURES
Page 7 of 7
1 EXHIBIT B
2
FORT' WORTH
Date:
DOE NO.XXXX
Project Name:
NOTICE OF TEMPORARY WATER SERVICE
INTERRUPTION
DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR
WATER SERVICE WILL BE INTERRUPTED ON
BETWEEN THE HOURS OF AND
IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL:
MR. AT
(CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER)
OR
MR. AT
(CITY INSPECTOR) (TELEPHONE NUMBER)
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU,
,CONTRACTOR
3 -----
4
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised August,30,2013
014523-1
DAP TESTING AND INSPECTION SERVICES
Page 1 of 2
1 SECTION 0145 23
2 TESTING AND INSPECTION SERVICES
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Testing and inspection services procedures and coordination
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include,but are not necessarily limited to:
10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 —General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 a. Contractor is responsible for performing, coordinating,and payment of all
17 Quality Control testing.
18 b. City is responsible for performing and payment for first set of Quality
19 Assurance testing.
20 1) If the first Quality Assurance test performed by the City fails,the
21 Contractor is responsible for payment of subsequent Quality Assurance
22 testing until a passing test occurs.
23 a) Final acceptance will not be issued by City until all required payments
24 for testing by Contractor have been paid in full.
25 1.3 REFERENCES [NOT USED]
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A. Testing
28 1. Complete testing in accordance with the Contract Documents.
29 2. Coordination
30 a. When testing is required to be performed by the City,notify City, sufficiently
31 in advance,when testing is needed.
32 b. When testing is required to be completed by the Contractor,notify City,
33 sufficiently in advance,that testing will be performed.
34 3. Distribution of Testing Reports
35 a. Electronic Distribution
36 1) Confirm development of Project directory for electronic submittals to be
37 uploaded to the City's document management system, or another form of
38 distribution approved by the City.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised March 20,2020
014523-2
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
1 2) Upload test reports to designated project directory and notify appropriate
2 City representatives via email of submittal posting.
3 3) Hard Copies
4 a) 1 copy for all submittals submitted to the Project Representative
5 b. Hard Copy Distribution(if required in lieu of electronic distribution)
6 1) Tests performed by City
7 a) Distribute 1 hard copy to the Contractor
8 2) Tests performed by the Contractor
9 a) Distribute 3 hard copies to City's Project Representative
10 4. Provide City's Project Representative with trip tickets for each delivered load of
11 Concrete or Lime material including the following information:
12 a. Name of pit
13 b. Date of delivery
14 c. Material delivered
15 B. Inspection
16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to
17 perform work in accordance with the Contract Documents.
18 1.5 SUBMITTALS [NOT USED]
19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
20 1.7 CLOSEOUT SUBMITTALS [NOT USED]
21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
22 1.9 QUALITY ASSURANCE [NOT USED]
23 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
24 1.11 FIELD [SITE] CONDITIONS [NOT USED]
25 1.12 WARRANTY [NOT USED]
26 PART 2- PRODUCTS [NOT USED]
27 PART 3- EXECUTION [NOT USED]
28 END OF SECTION
29
Revision Log
DATE NAME SUMMARY OF CHANGE
03/20/2020 D.V.Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City's document management system.
30
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised March 20,2020
01 50 00-1
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
1 SECTION 0150 00
2 TEMPORARY FACILITIES AND CONTROLS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provide temporary facilities and controls needed for the Work including,but not
7 necessarily limited to:
8 a. Temporary utilities
9 b. Sanitary facilities
10 c. Storage Sheds and Buildings
11 d. Dust control
12 e. Temporary fencing of the construction site
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.
21 No separate payment will be allowed for this Item.
22 1.3 REFERENCES [NOT USED]
23 1.4 ADMINISTRATIVE REQUIREMENTS
24 A. Temporary Utilities
25 1. Obtaining Temporary Service
26 a. Make arrangements with utility service companies for temporary services.
27 b. Abide by rules and regulations of utility service companies or authorities
28 having jurisdiction.
29 c. Be responsible for utility service costs until Work is approved for Final
30 Acceptance.
31 1) Included are fuel,power,light,heat and other utility services necessary for
32 execution, completion,testing and initial operation of Work.
33 2. Water
34 a. Contractor to provide water required for and in connection with Work to be
35 performed and for specified tests of piping, equipment,devices or other use as
36 required for the completion of the Work.
37 b. Provide and maintain adequate supply of potable water for domestic
38 consumption by Contractor personnel and City's Project Representatives.
39 c. Coordination
40 1) Contact City 1 week before water for construction is desired
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised JULY 1,2011
015000-2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
1 d. Contractor Payment for Construction Water
2 1) Obtain construction water meter from City for payment as billed by City's
3 established rates.
4 3. Electricity and Lighting
5 a. Provide and pay for electric powered service as required for Work, including
6 testing of Work.
7 1) Provide power for lighting,operation of equipment, or other use.
8 b. Electric power service includes temporary power service or generator to
9 maintain operations during scheduled shutdown.
10 4. Telephone
11 a. Provide emergency telephone service at Site for use by Contractor personnel
12 and others performing work or furnishing services at Site.
13 5. Temporary Heat and Ventilation
14 a. Provide temporary heat as necessary for protection or completion of Work.
15 b. Provide temporary heat and ventilation to assure safe working conditions.
16 B. Sanitary Facilities
17 1. Provide and maintain sanitary facilities for persons on Site.
18 a. Comply with regulations of State and local departments of health.
19 2. Enforce use of sanitary facilities by construction personnel at job site.
20 a. Enclose and anchor sanitary facilities.
21 b. No discharge will be allowed from these facilities.
22 c. Collect and store sewage and waste so as not to cause nuisance or health
23 problem.
24 d. Haul sewage and waste off-site at no less than weekly intervals and properly
25 dispose in accordance with applicable regulation.
26 3. Locate facilities near Work Site and keep clean and maintained throughout Project.
27 4. Remove facilities at completion of Project
28 C. Storage Sheds and Buildings
29 1. Provide adequately ventilated,watertight,weatherproof storage facilities with floor
30 above ground level for materials and equipment susceptible to weather damage.
31 2. Storage of materials not susceptible to weather damage may be on blocks off
32 ground.
33 3. Store materials in a neat and orderly manner.
34 a. Place materials and equipment to permit easy access for identification,
35 inspection and inventory.
36 4. Equip building with lockable doors and lighting, and provide electrical service for
37 equipment space heaters and heating or ventilation as necessary to provide storage
38 environments acceptable to specified manufacturers.
39 5. Fill and grade site for temporary structures to provide drainage away from
40 temporary and existing buildings.
41 6. Remove building from site prior to Final Acceptance.
42 D. Temporary Fencing
43 1. Provide and maintain for the duration or construction when required in contract
44 documents
45 E. Dust Control
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised JULY 1,2011
015000-3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
1 1. Contractor is responsible for maintaining dust control through the duration of the
2 project.
3 a. Contractor remains on-call at all times
4 b. Must respond in a timely manner
5 F. Temporary Protection of Construction
6 1. Contractor or subcontractors are responsible for protecting Work from damage due
7 to weather.
8 1.5 SUBMITTALS [NOT USED]
9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
10 1.7 CLOSEOUT SUBMITTALS [NOT USED]
11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
12 1.9 QUALITY ASSURANCE [NOT USED]
13 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
14 1.11 FIELD [SITE] CONDITIONS [NOT USED]
15 1.12 WARRANTY [NOT USED]
16 PART 2- PRODUCTS [NOT USED]
17 PART 3- EXECUTION [NOT USED]
18 3.1 INSTALLERS [NOT USED]
19 3.2 EXAMINATION [NOT USED]
20 3.3 PREPARATION [NOT USED]
21 3.4 INSTALLATION
22 A. Temporary Facilities
23 1. Maintain all temporary facilities for duration of construction activities as needed.
24 3.5 [REPAIR] / [RESTORATION]
25 3.6 RE-INSTALLATION
26 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
27 3.8 SYSTEM STARTUP [NOT USED]
28 3.9 ADJUSTING [NOT USED]
29 3.10 CLEANING [NOT USED]
30 3.11 CLOSEOUT ACTIVITIES
31 A. Temporary Facilities
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised JULY 1,2011
015000-4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1 1. Remove all temporary facilities and restore area after completion of the Work,to a
2 condition equal to or better than prior to start of Work.
3 3.12 PROTECTION [NOT USED]
4 3.13 MAINTENANCE [NOT USED]
5 3.14 ATTACHMENTS [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised JULY 1,2011
01 55 26-1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
1 SECTION 0155 26
2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Administrative procedures for:
7 a. Street Use Permit
8 b. Modification of approved traffic control
9 c. Removal of Street Signs
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 3. Section 34 71 13 —Traffic Control
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
21 A. Reference Standards
22 1. Reference standards cited in this specification refer to the current reference standard
23 published at the time of the latest revision date logged at the end of this
24 specification,unless a date is specifically cited.
25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A. Traffic Control
28 1. General
29 a. When traffic control plans are included in the Drawings,provide Traffic
30 Control in accordance with Drawings and Section 34 71 13.
31 b. When traffic control plans are not included in the Drawings,prepare traffic
32 control plans in accordance with Section 34 71 13 and submit to City for
33 review.
34 1) Allow minimum 10 working days for review of proposed Traffic Control.
35 B. Street Use Permit
36 1. Prior to installation of Traffic Control, a City Street Use Permit is required.
37 a. To obtain Street Use Permit, submit Traffic Control Plans to City
38 Transportation and Public Works Department.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised July 1,2011
015526-2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1 1) Allow a minimum of 5 working days for permit review.
2 2) Contractor's responsibility to coordinate review of Traffic Control plans for
3 Street Use Permit, such that construction is not delayed.
4 C. Modification to Approved Traffic Control
5 1. Prior to installation traffic control:
6 a. Submit revised traffic control plans to City Department Transportation and
7 Public Works Department.
8 1) Revise Traffic Control plans in accordance with Section 34 71 13.
9 2) Allow minimum 5 working days for review of revised Traffic Control.
10 3) It is the Contractor's responsibility to coordinate review of Traffic Control
11 plans for Street Use Permit, such that construction is not delayed.
12 D. Removal of Street Sign
13 1. If it is determined that a street sign must be removed for construction,then contact
14 City Transportation and Public Works Department, Signs and Markings Division to
15 remove the sign.
16 E. Temporary Signage
17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control
19 Devices (MUTCD).
20 2. Install temporary sign before the removal of permanent sign.
21 3. When construction is complete,to the extent that the permanent sign can be
22 reinstalled, contact the City Transportation and Public Works Department, Signs
23 and Markings Division,to reinstall the permanent sign.
24 F. Traffic Control Standards
25 1. Traffic Control Standards can be found on the City's Buzzsaw website.
26 1.5 SUBMITTALS [NOT USED]
27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
28 1.7 CLOSEOUT SUBMITTALS [NOT USED]
29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
30 1.9 QUALITY ASSURANCE [NOT USED]
31 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
32 1.11 FIELD [SITE] CONDITIONS [NOT USED]
33 1.12 WARRANTY [NOT USED]
34 PART 2- PRODUCTS [NOT USED]
35 PART 3- EXECUTION [NOT USED]
36 END OF SECTION
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised July 1,2011
015526-3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
1
Revision Log
DATE NAME SUMMARY OF CHANGE
2
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised July 1,2011
01 57 13-1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
1 SECTION 01 5713
2 STORM WATER POLLUTION PREVENTION
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Procedures for Storm Water Pollution Prevention Plans
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
11 Contract
12 2. Division 1 —General Requirements
13 3. Section 3125 00—Erosion and Sediment Control
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Construction Activities resulting in less than 1 acre of disturbance
17 a. Work associated with this Item is considered subsidiary to the various Items
18 bid. No separate payment will be allowed for this Item.
19 2. Construction Activities resulting in greater than 1 acre of disturbance
20 a. Measurement and Payment shall be in accordance with Section 3125 00.
21 1.3 REFERENCES
22 A. Abbreviations and Acronyms
23 1. Notice of Intent: NOI
24 2. Notice of Termination: NOT
25 3. Storm Water Pollution Prevention Plan: SWPPP
26 4. Texas Commission on Environmental Quality: TCEQ
27 5. Notice of Change: NOC
28 A. Reference Standards
29 1. Reference standards cited in this Specification refer to the current reference
30 standard published at the time of the latest revision date logged at the end of this
31 Specification,unless a date is specifically cited.
32 2. Integrated Storm Management(iSWM) Technical Manual for Construction
33 Controls
34 1.4 ADMINISTRATIVE REQUIREMENTS
35 A. General
36 1. Contractor is responsible for resolution and payment of any fines issued associated
37 with compliance to Stormwater Pollution Prevention Plan.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised July 1,2011
01 57 13-2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
1 B. Construction Activities resulting in:
2 1. Less than 1 acre of disturbance
3 a. Provide erosion and sediment control in accordance with Section 3125 00 and
4 Drawings.
5 2. 1 to less than 5 acres of disturbance
6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
7 Permit is required
8 b. Complete SWPPP in accordance with TCEQ requirements
9 1) TCEQ Small Construction Site Notice Required under general permit
10 TXR150000
11 a) Sign and post at job site
12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of
13 Transportation and Public Works, Environmental Division, (817) 392-
14 6088.
15 2) Provide erosion and sediment control in accordance with:
16 a) Section 3125 00
17 b) The Drawings
18 c) TXR150000 General Permit
19 d) SWPPP
20 e) TCEQ requirements
21 3. 5 acres or more of Disturbance
22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
23 Permit is required
24 b. Complete SWPPP in accordance with TCEQ requirements
25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
26 a) Sign and post at job site
27 b) Send copy to City Department of Transportation and Public Works,
28 Environmental Division, (817) 392-6088.
29 2) TCEQ Notice of Change required if making changes or updates to NOI
30 3) Provide erosion and sediment control in accordance with:
31 a) Section 3125 00
32 b) The Drawings
33 c) TXR150000 General Permit
34 d) SWPPP
35 e) TCEQ requirements
36 4) Once the project has been completed and all the closeout requirements of
37 TCEQ have been met a TCEQ Notice of Termination can be submitted.
38 a) Send copy to City Department of Transportation and Public Works,
39 Environmental Division, (817) 392-6088.
40 1.5 SUBMITTALS
41 A. SWPPP
42 1. Submit in accordance with Section 0133 00, except as stated herein.
43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
44 as follows:
45 1) 1 copy to the City Project Manager
46 a) City Project Manager will forward to the City Department of
47 Transportation and Public Works, Environmental Division for review
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised July 1,2011
0157 13-3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
1 B. Modified SWPPP
2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
3 in accordance with Section 01 33 00.
4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
9 1.11 FIELD [SITE] CONDITIONS [NOT USED]
10 1.12 WARRANTY [NOT USED]
11 PART 2- PRODUCTS [NOT USED]
12 PART 3- EXECUTION [NOT USED]
13 END OF SECTION
14
Revision Log
DATE NAME SUMMARY OF CHANGE
15
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised July 1,2011
016000-1
DAP PRODUCT REQUIREMENTS
Page 1 of 2
1 SECTION 0160 00
2 PRODUCT REQUIREMENTS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. References for Product Requirements and City Standard Products List
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include,but are not necessarily limited to:
10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 —General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
13 1.3 REFERENCES [NOT USED]
14 1.4 ADMINISTRATIVE REQUIREMENTS
15 A. A list of City approved products for use is available through the City's website at:
16 1. https:Hgpps.fortworthtexas.gov/ProjectResources/and following the directory path:
17 02— Construction Documents\Standard Products List
18 B. Only products specifically included on City's Standard Product List in these Contract
19 Documents shall be allowed for use on the Project.
20 1. Any subsequently approved products will only be allowed for use upon specific
21 approval by the City.
22 C. Any specific product requirements in the Contract Documents supersede similar
23 products included on the City's Standard Product List.
24 1. The City reserves the right to not allow products to be used for certain projects even
25 though the product is listed on the City's Standard Product List.
26 D. Although a specific product is included on City's Standard Product List,not all
27 products from that manufacturer are approved for use, including but not limited to,that
28 manufacturer's standard product.
29 E. See Section 01 33 00 for submittal requirements of Product Data included on City's
30 Standard Product List.
31 1.5 SUBMITTALS [NOT USED]
32 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
33 1.7 CLOSEOUT SUBMITTALS [NOT USED]
34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
35 1.9 QUALITY ASSURANCE [NOT USED]
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised March 20,2020
016000-2
DAP PRODUCT REQUIREMENTS
Page 2 of 2
1
2 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
3 1.11 FIELD [SITE] CONDITIONS [NOT USED]
4 1.12 WARRANTY [NOT USED]
5 PART 2- PRODUCTS [NOT USED]
6 PART 3- EXECUTION [NOT USED]
7 END OF SECTION
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 1 D.V.Magana Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City's website.
9
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised March 20,2020
016600-1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
1 SECTION 0166 00
2 PRODUCT STORAGE AND HANDLING REQUIREMENTS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Scheduling of product delivery
7 2. Packaging of products for delivery
8 3. Protection of products against damage from:
9 a. Handling
10 b. Exposure to elements or harsh environments
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 [NOT USED]
23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
24 1.7 CLOSEOUT SUBMITTALS [NOT USED]
25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
26 1.9 QUALITY ASSURANCE [NOT USED]
27 1.10 DELIVERY AND HANDLING
28 A. Delivery Requirements
29 1. Schedule delivery of products or equipment as required to allow timely installation
30 and to avoid prolonged storage.
31 2. Provide appropriate personnel and equipment to receive deliveries.
32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site
33 for personnel or equipment to receive the delivery.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised April 7,2014
016600-2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other
2 containers designed and constructed to protect the contents from physical or
3 environmental damage.
4 5. Clearly and fully mark and identify as to manufacturer,item and installation
5 location.
6 6. Provide manufacturer's instructions for storage and handling.
7 B. Handling Requirements
8 1. Handle products or equipment in accordance with these Contract Documents and
9 manufacturer's recommendations and instructions.
10 C. Storage Requirements
11 1. Store materials in accordance with manufacturer's recommendations and
12 requirements of these Specifications.
13 2. Make necessary provisions for safe storage of materials and equipment.
14 a. Place loose soil materials and materials to be incorporated into Work to prevent
15 damage to any part of Work or existing facilities and to maintain free access at
16 all times to all parts of Work and to utility service company installations in
17 vicinity of Work.
18 3. Keep materials and equipment neatly and compactly stored in locations that will
19 cause minimum inconvenience to other contractors,public travel, adjoining owners,
20 tenants and occupants.
21 a. Arrange storage to provide easy access for inspection.
22 4. Restrict storage to areas available on construction site for storage of material and
23 equipment as shown on Drawings,or approved by City's Project Representative.
24 5. Provide off-site storage and protection when on-site storage is not adequate.
25 a. Provide addresses of and access to off-site storage locations for inspection by
26 City's Project Representative.
27 6. Do not use lawns,grass plots or other private property for storage purposes without
28 written permission of owner or other person in possession or control of premises.
29 7. Store in manufacturers' unopened containers.
30 8. Neatly, safely and compactly stack materials delivered and stored along line of
31 Work to avoid inconvenience and damage to property owners and general public
32 and maintain at least 3 feet from fire hydrant.
33 9. Keep public and private driveways and street crossings open.
34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
35 satisfaction of City's Project Representative.
36 a. Total length which materials may be distributed along route of construction at
37 one time is 1,000 linear feet,unless otherwise approved in writing by City's
38 Project Representative.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised April 7,2014
016600-3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2- PRODUCTS [NOT USED]
4 PART 3- EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 ERECTION [NOT USED]
9 3.5 REPAIR/RESTORATION [NOT USED]
10 3.6 RE-INSTALLATION [NOT USED]
11 3.7 FIELD [OR] SITE QUALITY CONTROL
12 A. Tests and Inspections
13 1. Inspect all products or equipment delivered to the site prior to unloading.
14 B. Non-Conforming Work
15 1. Reject all products or equipment that are damaged,used or in any other way
16 unsatisfactory for use on the project.
17 3.8 SYSTEM STARTUP [NOT USED]
18 3.9 ADJUSTING [NOT USED]
19 3.10 CLEANING [NOT USED]
20 3.11 CLOSEOUT ACTIVITIES [NOT USED]
21 3.12 PROTECTION
22 A. Protect all products or equipment in accordance with manufacturer's written directions.
23 B. Store products or equipment in location to avoid physical damage to items while in
24 storage.
25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by
26 the manufacturer.
27 3.13 MAINTENANCE [NOT USED]
28 3.14 ATTACHMENTS [NOT USED]
29 END OF SECTION
30
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised April 7,2014
016600-4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
1
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised April 7,2014
017000-1
DAP MOBILIZATION AND REMOBILIZATION
Page 1 of 4
1 SECTION 0170 00
2 MOBILIZATION AND REMOBILIZATION
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Mobilization and Demobilization
7 a. Mobilization
8 1) Transportation of Contractor's personnel, equipment,and operating supplies
9 to the Site
10 2) Establishment of necessary general facilities for the Contractor's operation
11 at the Site
12 3) Premiums paid for performance and payment bonds
13 4) Transportation of Contractor's personnel, equipment,and operating supplies
14 to another location within the designated Site
15 5) Relocation of necessary general facilities for the Contractor's operation
16 from 1 location to another location on the Site.
17 b. Demobilization
18 1) Transportation of Contractor's personnel, equipment,and operating supplies
19 away from the Site including disassembly
20 2) Site Clean-up
21 3) Removal of all buildings and/or other facilities assembled at the Site for this
22 Contract
23 c. Mobilization and Demobilization do not include activities for specific items of
24 work that are for which payment is provided elsewhere in the contract.
25 2. Remobilization
26 a. Remobilization for Suspension of Work specifically required in the Contract
27 Documents or as required by City includes:
28 1) Demobilization
29 a) Transportation of Contractor's personnel,equipment, and operating
30 supplies from the Site including disassembly or temporarily securing
31 equipment, supplies, and other facilities as designated by the Contract
32 Documents necessary to suspend the Work.
33 b) Site Clean-up as designated in the Contract Documents
34 2) Remobilization
35 a) Transportation of Contractor's personnel,equipment, and operating
36 supplies to the Site necessary to resume the Work.
37 b) Establishment of necessary general facilities for the Contractor's
38 operation at the Site necessary to resume the Work.
39 3) No Payments will be made for:
40 a) Mobilization and Demobilization from one location to another on the
41 Site in the normal progress of performing the Work.
42 b) Stand-by or idle time
43 c) Lost profits
44 3. Mobilizations and Demobilization for Miscellaneous Projects
45 a. Mobilization and Demobilization
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised April 7,2014
017000-2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
1 1) Mobilization shall consist of the activities and cost on a Work Order basis
2 necessary for:
3 a) Transportation of Contractor's personnel,equipment, and operating
4 supplies to the Site for the issued Work Order.
5 b) Establishment of necessary general facilities for the Contractor's
6 operation at the Site for the issued Work Order
7 2) Demobilization shall consist of the activities and cost necessary for:
8 a) Transportation of Contractor's personnel,equipment, and operating
9 supplies from the Site including disassembly for each issued Work
10 Order
11 b) Site Clean-up for each issued Work Order
12 c) Removal of all buildings or other facilities assembled at the Site for
13 each Work Oder
14 b. Mobilization and Demobilization do not include activities for specific items of
15 work for which payment is provided elsewhere in the contract.
16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
17 a. A Mobilization for Miscellaneous Projects when directed by the City and the
18 mobilization occurs within 24 hours of the issuance of the Work Order.
19 B. Deviations from this City of Fort Worth Standard Specification
20 1. None.
21 C. Related Specification Sections include,but are not necessarily limited to:
22 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
23 2. Division 1 —General Requirements
24 1.2 PRICE AND PAYMENT PROCEDURES
25 A. Measurement and Payment
26 1. Mobilization and Demobilization
27 a. Measure
28 1) This Item is considered subsidiary to the various Items bid.
29 b. Payment
30 1) The work performed and materials furnished in accordance with this Item
31 are subsidiary to the various Items bid and no other compensation will be
32 allowed.
33 2. Remobilization for suspension of Work as specifically required in the Contract
34 Documents
35 a. Measurement
36 1) Measurement for this Item shall be per each remobilization performed.
37 b. Payment
38 1) The work performed and materials furnished in accordance with this Item
39 and measured as provided under"Measurement"will be paid for at the unit
40 price per each "Specified Remobilization"in accordance with Contract
41 Documents.
42 c. The price shall include:
43 1) Demobilization as described in Section 1.1.A.2.a.1)
44 2) Remobilization as described in Section 1.1.A.2.a.2)
45 d. No payments will be made for standby,idle time, or lost profits associated this
46 Item.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised April 7,2014
017000-3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
1 3. Remobilization for suspension of Work as required by City
2 a. Measurement and Payment
3 1) This shall be submitted as a Contract Claim in accordance with Article 10
4 of Section 00 72 00.
5 2) No payments will be made for standby, idle time, or lost profits associated
6 with this Item.
7 4. Mobilizations and Demobilizations for Miscellaneous Projects
8 a. Measurement
9 1) Measurement for this Item shall be for each Mobilization and
10 Demobilization required by the Contract Documents
11 b. Payment
12 1) The Work performed and materials furnished in accordance with this Item
13 and measured as provided under"Measurement"will be paid for at the unit
14 price per each "Work Order Mobilization"in accordance with Contract
15 Documents. Demobilization shall be considered subsidiary to mobilization
16 and shall not be paid for separately.
17 c. The price shall include:
18 1) Mobilization as described in Section 1.1.A.3.a.1)
19 2) Demobilization as described in Section 1.1.A.3.a.2)
20 d. No payments will be made for standby,idle time, or lost profits associated this
21 Item.
22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
23 a. Measurement
24 1) Measurement for this Item shall be for each Mobilization and
25 Demobilization required by the Contract Documents
26 b. Payment
27 1) The Work performed and materials furnished in accordance with this Item
28 and measured as provided under"Measurement"will be paid for at the unit
29 price per each "Work Order Emergency Mobilization"in accordance with
30 Contract Documents. Demobilization shall be considered subsidiary to
31 mobilization and shall not be paid for separately.
32 c. The price shall include
33 1) Mobilization as described in Section 1.1.A.4.a)
34 2) Demobilization as described in Section 1.1.A.3.a.2)
35 d. No payments will be made for standby,idle time, or lost profits associated this
36 Item.
37 1.3 REFERENCES [NOT USED]
38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
39 1.5 SUBMITTALS [NOT USED]
40 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
41 1.7 CLOSEOUT SUBMITTALS [NOT USED]
42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
43 1.9 QUALITY ASSURANCE [NOT USED]
44 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised April 7,2014
017000-4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 4
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
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
7
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised April 7,2014
017123-1
CONSTRUCTION STAKING AND SURVEY
Page 1 of 8
1 SECTION 01 71 23
2 CONSTRUCTION STAKING AND SURVEY
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Requirements for construction staking and construction survey
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. See Changes (Highlighted in Yellow).
9 C. Related Specification Sections include,but are not necessarily limited to:
10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 —General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Construction Staking
15 a. Measurement
16 1) This Item is considered subsidiary to the various Items bid.
17 b. Payment
18 1) The work performed and the materials furnished in accordance with this
19 Item are subsidiary to the various Items bid and no other compensation will
20 be allowed.
21 2. Construction Survey
22 a. Measurement
23 1) This Item is considered subsidiary to the various Items bid.
24 b. Payment
25 1) The work performed and the materials furnished in accordance with this
26 Item are subsidiary to the various Items bid and no other compensation will be
27 allowed.
28 3. As-Built Survey
29 a. Measurement
30 1) This Item is considered subsidiary to the various Items bid.
31 b. Payment
32 1) The work performed and the materials furnished in accordance with this
33 Item are subsidiary to the various Items bid and no other compensation will be
34 allowed.
35
36
37
38
39
40
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised February 14,2018
017123-2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 8
1 1.3 REFERENCES
2 A. Definitions
3 1. Construction Survey -The survey measurements made prior to or while
4 construction is in progress to control elevation,horizontal position, dimensions and
5 configuration of structures/improvements included in the Project Drawings.
6 2. As-built Survey—The measurements made after the construction of the
7 improvement features are complete to provide position coordinates for the features
8 of a project.
9 3. Construction Staking—The placement of stakes and markings to provide offsets
10 and elevations to cut and fill in order to locate on the ground the designed
11 structures/improvements included in the Project Drawings. Construction staking
12 shall include staking easements and/or right of way if indicated on the plans.
13 4. Survey"Field Checks"—Measurements made after construction staking is
14 completed and before construction work begins to ensure that structures marked on
15 the ground are accurately located per Project Drawings.
16 B. Technical References
17 1. City of Fort Worth—Construction Staking Standards (available on City's Buzzsaw
18 website)—01 71 23.16.01—Attachment A—Survey Staking Standards
19 2. City of Fort Worth- Standard Survey Data Collector Library(fxl)files (available
20 on City's Buzzsaw website).
21 3. Texas Department of Transportation(TxDOT) Survey Manual,latest revision
22 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land
23 Surveying in the State of Texas, Category 5
24
25 1.4 ADMINISTRATIVE REQUIREMENTS
26 A. The Contractor's selection of a surveyor must comply with Texas Government
27 Code 2254 (qualifications based selection)for this project.
28 1.5 SUBMITTALS
29 A. Submittals, if required, shall be in accordance with Section 0133 00.
30 B. All submittals shall be received and reviewed by the City prior to delivery of work.
31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
32 A. Field Quality Control Submittals
33 1. Documentation verifying accuracy of field engineering work,including coordinate
34 conversions if plans do not indicate grid or ground coordinates.
35 2. Submit"Cut-Sheets"conforming to the standard template provided by the City
36 (refer to 01 71 23.16.01 —Attachment A— Survey Staking Standards).
37
38 1.7 CLOSEOUT SUBMITTALS
39 B. As-built Redline Drawing Submittal
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised February 14,2018
017123-3
CONSTRUCTION STAKING AND SURVEY
Page 3 of 8
1 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of
2 constructed improvements signed and sealed by Registered Professional Land
3 Surveyor(RPLS)responsible for the work(refer to 01 71 23.16.01 —Attachment A
4 — Survey Staking Standards) .
5 2. Contractor shall submit the proposed as-built and completed redline drawing
6 submittal one (1)week prior to scheduling the project final inspection for City
7 review and comment. Revisions, if necessary, shall be made to the as-built redline
8 drawings and resubmitted to the City prior to scheduling the construction final
9 inspection.
10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
11 1.9 QUALITY ASSURANCE
12 A. Construction Staking
13 1. Construction staking will be performed by the Contractor.
14 2. Coordination
15 a. Contact City and Developer's Project Representative at least one week in
16 advance notifying the City of when Construction Staking is scheduled.
17 b. It is the Contractor's responsibility to coordinate staking such that
18 construction activities are not delayed or negatively impacted.
19 3. General
20 a. Contractor is responsible for preserving and maintaining stakes. If City
21 surveyors or Developer's Project Representative are required to re-stake for
22 any reason,the Contractor will be responsible for costs to perform staking. If
23 in the opinion of the City, a sufficient number of stakes or markings have been
24 lost, destroyed disturbed or omitted that the contracted Work cannot take place
25 then the Contractor will be required to stake or re-stake the deficient areas.
26 B. Construction Survey
27 1. Construction Survey will be performed by the Contractor.
28 2. Coordination
29 a. Contractor to verify that horizontal and vertical control data established in the
30 design survey and required for construction survey is available and in place.
31 3. General
32 a. Construction survey will be performed in order to construct the work shown
33 on the Construction Drawings and specified in the Contract Documents.
34 b. For construction methods other than open cut,the Contractor shall perform
35 construction survey and verify control data including,but not limited to,the
36 following:
37 1) Verification that established benchmarks and control are accurate.
38 2) Use of Benchmarks to furnish and maintain all reference lines and grades
39 for tunneling.
40 3) Use of line and grades to establish the location of the pipe.
41 4) Submit to the City copies of field notes used to establish all lines and
42 grades, if requested, and allow the City to check guidance system setup prior
43 to beginning each tunneling drive.
44 5) Provide access for the City, if requested,to verify the guidance system and
45 the line and grade of the carrier pipe.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised February 14,2018
017123-4
CONSTRUCTION STAKING AND SURVEY
Page 4 of 8
1 6) The Contractor remains fully responsible for the accuracy of the work and
2 correction of it,as required.
3 7) Monitor line and grade continuously during construction.
4 8) Record deviation with respect to design line and grade once at each pipe
5 joint and submit daily records to the City.
6 9) If the installation does not meet the specified tolerances (as outlined in
7 Sections 33 05 23 and/or 33 05 24),immediately notify the City and correct
8 the installation in accordance with the Contract Documents.
9 C. As-Built Survey
10 1. Required As-Built Survey will be performed by the Contractor.
11 2. Coordination
12 a. Contractor is to coordinate with City to confirm which features require as-
13 built surveying.
14 b. It is the Contractor's responsibility to coordinate the as-built survey and
15 required measurements for items that are to be buried such that construction
16 activities are not delayed or negatively impacted.
17 c. For sewer mains and water mains 12"and under in diameter,it is acceptable
18 to physically measure depth and mark the location during the progress of
19 construction and take as-built survey after the facility has been buried. The
20 Contractor is responsible for the quality control needed to ensure accuracy.
21 3. General
22 a. The Contractor shall provide as-built survey including the elevation and
23 location(and provide written documentation to the City) of construction
24 features during the progress of the construction including the following:
25 1) Water Lines
26 a) Top of pipe elevations and coordinates for waterlines at the following
27 locations:
28 (1) Minimum every 250 linear feet,including
29 (2) Horizontal and vertical points of inflection, curvature,
30 etc.
31 (3) Fire line tee
32 (4) Plugs, stub-outs, dead-end lines
33 (5) Casing pipe (each end) and all buried fittings
34 2) Sanitary Sewer
35 a) Top of pipe elevations and coordinates for force mains and siphon
36 sanitary sewer lines (non-gravity facilities) at the following locations:
37 (1) Minimum every 250 linear feet and any buried fittings
38 (2) Horizontal and vertical points of inflection, curvature,
39 etc.
40 3) Stormwater—Not Applicable
41 b. The Contractor shall provide as-built survey including the elevation and
42 location(and provide written documentation to the City) of construction
43 features after the construction is completed including the following:
44 1) Manholes
45 a) Rim and flowline elevations and coordinates for each manhole
46 2) Water Lines
47 a) Cathodic protection test stations
48 b) Sampling stations
49 c) Meter boxes/vaults (All sizes)
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised February 14,2018
017123-5
CONSTRUCTION STAKING AND SURVEY
Page 5 of 8
1 d) Fire hydrants
2 e) Valves (gate,butterfly, etc.)
3 f) Air Release valves (Manhole rim and vent pipe)
4 g) Blow off valves (Manhole rim and valve lid)
5 h) Pressure plane valves
6 i) Underground Vaults
7 (1) Rim and flowline elevations and coordinates for each
8 Underground Vault.
9 3) Sanitary Sewer
10 a) Cleanouts
11 (1) Rim and flowline elevations and coordinates for each
12 b) Manholes and Junction Structures
13 (1) Rim and flowline elevations and coordinates for each
14 manhole and junction structure.
15 4) Stormwater—Not Applicable
16 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
17 1.11 FIELD [SITE] CONDITIONS [NOT USED]
18 1.12 WARRANTY
19 PART 2- PRODUCTS
20 A. A construction survey will produce,but will not be limited to:
21 1. Recovery of relevant control points,points of curvature and points of intersection.
22 2. Establish temporary horizontal and vertical control elevations (benchmarks)
23 sufficiently permanent and located in a manner to be used throughout construction.
24 3. The location of planned facilities, easements and improvements.
25 a. Establishing final line and grade stakes for piers, floors,grade beams,parking
26 areas,utilities, streets,highways,tunnels, and other construction.
27 b. A record of revisions or corrections noted in an orderly manner for reference.
28 c. A drawing,when required by the client, indicating the horizontal and vertical
29 location of facilities, easements and improvements, as built.
30 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all
31 construction staking projects. These cut sheets shall be on the standard city template
32 which can be obtained from the Survey Superintendent(817-392-7925).
33 5. Digital survey files in the following formats shall be acceptable:
34 a. AutoCAD (.dwg)
35 b. ESRI Shapeflle (.shp)
36 c. CSV file (.csv),formatted with X and Y coordinates in separate columns (use
37 standard templates,if available)
38 6. Survey files shall include vertical and horizontal data tied to original project
39 control and benchmarks,and shall include feature descriptions
40 PART 3- EXECUTION
41 3.1 INSTALLERS
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised February 14,2018
017123-6
CONSTRUCTION STAKING AND SURVEY
Page 6 of 8
1 A. Tolerances:
2 1. The staked location of any improvement or facility should be as accurate as
3 practical and necessary. The degree of precision required is dependent on many
4 factors all of which must remain judgmental. The tolerances listed hereafter are
5 based on generalities and,under certain circumstances, shall yield to specific
6 requirements. The surveyor shall assess any situation by review of the overall plans
7 and through consultation with responsible parties as to the need for specific
8 tolerances.
9 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical
10 tolerance. Horizontal alignment for earthwork and rough cut should not exceed
11 1.0 ft.tolerance.
12 b. Horizontal alignment on a structure shall be within .0.lft tolerance.
13 c. Paving or concrete for streets, curbs,gutters,parking areas, drives, alleys and
14 walkways shall be located within the confines of the site boundaries and,
15 occasionally, along a boundary or any other restrictive line. Away from any
16 restrictive line,these facilities should be staked with an accuracy producing no
17 more than 0.05ft.tolerance from their specified locations.
18 d. Underground and overhead utilities, such as sewers, gas,water,telephone and
19 electric lines, shall be located horizontally within their prescribed areas or
20 easements.Within assigned areas,these utilities should be staked with an
21 accuracy producing no more than 0.1 ft tolerance from a specified location.
22 e. The accuracy required for the vertical location of utilities varies widely. Many
23 underground utilities require only a minimum cover and a tolerance of 0.1 ft.
24 should be maintained. Underground and overhead utilities on planned profile,
25 but not depending on gravity flow for performance, should not exceed 0.1 ft.
26 tolerance.
27 B. Surveying instruments shall be kept in close adjustment according to manufacturer's
28 specifications or in compliance to standards. The City reserves the right to request a
29 calibration report at any time and recommends regular maintenance schedule be
30 performed by a certified technician every 6 months.
31 1. Field measurements of angles and distances shall be done in such fashion as to
32 satisfy the closures and tolerances expressed in Part 3.1.A.
33 2. Vertical locations shall be established from a pre-established benchmark and
34 checked by closing to a different bench mark on the same datum.
35 3. Construction survey field work shall correspond to the client's plans. Irregularities
36 or conflicts found shall be reported promptly to the City.
37 4. Revisions,corrections and other pertinent data shall be logged for future reference.
38
39 3.2 EXAMINATION [NOT USED]
40 3.3 PREPARATION [NOT USED]
41 3.4 APPLICATION
42 3.5 REPAIR/RESTORATION
43 A. If the Contractor's work damages or destroys one or more of the control
44 monuments/points set by the City or Developer's Project Representative,the monuments
45 shall be adequately referenced for expedient restoration.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised February 14,2018
017123-7
CONSTRUCTION STAKING AND SURVEY
Page 7 of 8
1 1. Notify City or Developer's Project Representative if any control data needs to be
2 restored or replaced due to damage caused during construction operations.
3 a. Contractor shall perform replacements and/or restorations.
4 b. The City or Developer's Project Representative may require at any time a
5 survey"Field Check"of any monument or benchmarks that are set be verified
6 by the City surveyors or Developer's Project Representative before further
7 associated work can move forward.
8 3.6 RE-INSTALLATION [NOT USED]
9 3.7 FIELD JoR] SITE QUALITY CONTROL
10 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the
11 City or Developer's Project Representative in accordance with this Specification. This
12 includes easements and right of way, if noted on the plans.
13 B. Do not change or relocate stakes or control data without approval from the City.
14 3.8 SYSTEM STARTUP
15 A. Survey Checks
16 1. The City reserves the right to perform a Survey Check at anytime deemed
17 necessary.
18 2. Checks by City personnel or 3rd party contracted surveyor are not intended to
19 relieve the contractor of his/her responsibility for accuracy.
20
21 3.9 ADJUSTING [NOT USED]
22 3.10 CLEANING [NOT USED]
23 3.11 CLOSEOUT ACTIVITIES [NOT USED]
24 3.12 PROTECTION [NOT USED]
25 3.13 MAINTENANCE [NOT USED]
26 3.14 ATTACHMENTS [NOT USED]
27 END OF SECTION
28
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D.Johnson
Added instruction and modified measurement&payment under 1.2,added
8/31/2017 M.Owen definitions and references under 1.3;modified 1.6;added 1.7 closeout submittal
requirements;modified 1.9 Quality Assurance;added PART 2—PRODUCTS ,
Added 3.1 Installers;added 3.5 Repair/Restoration;and added 3.8 System Startup.
Removed"blue text-,revised measurement and payment sections for Construction
2/14/2018 M Owen Staking and As-Built Survey;added reference to selection compliance with TGC
2254,revised action and Closeout submittal requirements,added acceptable depth
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised February 14,2018
017123-8
CONSTRUCTION STAKING AND SURVEY
Page 8 of 8
measurement criteria;revised list of items requiring as-built survey"during"and
"after"construction;and revised acceptable digital survey file format
1
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised February 14,2018
017423-1
DAP CLEANING
Page 1 of 4
1 SECTION 0174 23
2 CLEANING
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Intermediate and final cleaning for Work not including special cleaning of closed
7 systems specified elsewhere
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include,but are not necessarily limited to:
11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 —General Requirements
13 3. Section 32 92 13 —Hydro-Mulching, Seeding and Sodding
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various Items bid.
17 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE REQUIREMENTS
20 A. Scheduling
21 1. Schedule cleaning operations so that dust and other contaminants disturbed by
22 cleaning process will not fall on newly painted surfaces.
23 2. Schedule final cleaning upon completion of Work and immediately prior to final
24 inspection.
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 STORAGE,AND HANDLING
31 A. Storage and Handling Requirements
32 1. Store cleaning products and cleaning wastes in containers specifically designed for
33 those materials.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised April 7,2014
017423-2
DAP CLEANING
Page 2 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART2- PRODUCTS
4 2.1 OWNER-FURNISHED JoR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
5 2.2 MATERIALS
6 A. Cleaning Agents
7 1. Compatible with surface being cleaned
8 2. New and uncontaminated
9 3. For manufactured surfaces
10 a. Material recommended by manufacturer
11 2.3 ACCESSORIES [NOT USED]
12 2.4 SOURCE QUALITY CONTROL [NOT USED]
13 PART 3- EXECUTION
14 3.1 INSTALLERS [NOT USED]
15 3.2 EXAMINATION [NOT USED]
16 3.3 PREPARATION [NOT USED]
17 3.4 APPLICATION [NOT USED]
18 3.5 REPAIR/RESTORATION [NOT USED]
19 3.6 RE-INSTALLATION [NOT USED]
20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
21 3.8 SYSTEM STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
23 3.10 CLEANING
24 A. General
25 1. Prevent accumulation of wastes that create hazardous conditions.
26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of
27 governing authorities.
28 3. Do not dispose of volatile wastes such as mineral spirits,oil or paint thinner in
29 storm or sanitary drains or sewers.
30 4. Dispose of degradable debris at an approved solid waste disposal site.
31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
32 alternate manner approved by City and regulatory agencies.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised April 7,2014
017423-3
DAP CLEANING
Page 3 of 4
1 6. Handle materials in a controlled manner with as few handlings as possible.
2 7. Thoroughly clean, sweep,wash and polish all Work and equipment associated with
3 this project.
4 8. Remove all signs of temporary construction and activities incidental to construction
5 of required permanent Work.
6 9. If project is not cleaned to the satisfaction of the City,the City reserves the right to
7 have the cleaning completed at the expense of the Contractor.
8 10. Do not burn on-site.
9 B. Intermediate Cleaning during Construction
10 1. Keep Work areas clean so as not to hinder health, safety or convenience of
11 personnel in existing facility operations.
12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
13 3. Confine construction debris daily in strategically located container(s):
14 a. Cover to prevent blowing by wind
15 b. Store debris away from construction or operational activities
16 c. Haul from site at a minimum of once per week
17 4. Vacuum clean interior areas when ready to receive finish painting.
18 a. Continue vacuum cleaning on an as-needed basis,until Final Acceptance.
19 5. Prior to storm events,thoroughly clean site of all loose or unsecured items,which
20 may become airborne or transported by flowing water during the storm.
21 C. Exterior(Site or Right of Way)Final Cleaning
22 1. Remove trash and debris containers from site.
23 a. Re-seed areas disturbed by location of trash and debris containers in accordance
24 with Section 32 92 13.
25 2. Sweep roadway to remove all rocks,pieces of asphalt, concrete or any other object
26 that may hinder or disrupt the flow of traffic along the roadway.
27 3. Clean any interior areas including,but not limited to,vaults,manholes, structures,
28 junction boxes and inlets.
29 4. If no longer required for maintenance of erosion facilities, and upon approval by
30 City,remove erosion control from site.
31 5. Clean signs, lights, signals,etc.
32 3.11 CLOSEOUT ACTIVITIES [NOT USED]
33 3.12 PROTECTION [NOT USED]
34 3.13 MAINTENANCE [NOT USED]
35 3.14 ATTACHMENTS [NOT USED]
36
37
38
39
40
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised April 7,2014
017423-4
DAP CLEANING
Page 4 of 4
1 END OF SECTION
2
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
3
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised April 7,2014
017719-1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
1 SECTION 0177 19
2 CLOSEOUT REQUIREMENTS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for closing out a contract
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include,but are not necessarily limited to:
10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 —General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Guarantees,Bonds and Affidavits
19 1. No application for final payment will be accepted until all guarantees,bonds,
20 certificates,licenses and affidavits required for Work or equipment as specified are
21 satisfactorily filed with the City.
22 B. Release of Liens or Claims
23 1. No application for final payment will be accepted until satisfactory evidence of
24 release of liens has been submitted to the City.
25 1.5 SUBMITTALS
26 A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised April 7,2014
017719-2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
1 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 PART 2- PRODUCTS [NOT USED]
4 PART 3- EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 CLOSEOUT PROCEDURE
9 A. Prior to requesting Final Inspection, submit:
10 1. Project Record Documents in accordance with Section 0178 39
11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23
12 B. Prior to requesting Final Inspection,perform final cleaning in accordance with Section
13 01 74 23.
14 C. Final Inspection
15 1. After final cleaning,provide notice to the City Project Representative that the Work
16 is completed.
17 a. The City will make an initial Final Inspection with the Contractor present.
18 b. Upon completion of this inspection,the City will notify the Contractor, in
19 writing within 10 business days, of any particulars in which this inspection
20 reveals that the Work is defective or incomplete.
21 2. Upon receiving written notice from the City, immediately undertake the Work
22 required to remedy deficiencies and complete the Work to the satisfaction of the
23 City.
24 3. Upon completion of Work associated with the items listed in the City's written
25 notice,inform the City,that the required Work has been completed. Upon receipt
26 of this notice,the City, in the presence of the Contractor,will make a subsequent
27 Final Inspection of the project.
28 4. Provide all special accessories required to place each item of equipment in full
29 operation. These special accessory items include,but are not limited to:
30 a. Specified spare parts
31 b. Adequate oil and grease as required for the first lubrication of the equipment
32 c. Initial fill up of all chemical tanks and fuel tanks
33 d. Light bulbs
34 e. Fuses
35 f Vault keys
36 g. Handwheels
37 h. Other expendable items as required for initial start-up and operation of all
38 equipment
39 D. Notice of Project Completion
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised April 7,2014
017719-3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
1 1. Once the City Project Representative finds the Work subsequent to Final Inspection
2 to be satisfactory,the City will issue a Notice of Project Completion(Green Sheet).
3 E. Supporting Documentation
4 1. Coordinate with the City Project Representative to complete the following
5 additional forms:
6 a. Final Payment Request
7 b. Statement of Contract Time
8 c. Affidavit of Payment and Release of Liens
9 d. Consent of Surety to Final Payment
10 e. Pipe Report(if required)
11 f Contractor's Evaluation of City
12 g. Performance Evaluation of Contractor
13 F. Letter of Final Acceptance
14 1. Upon review and acceptance of Notice of Project Completion and Supporting
15 Documentation,in accordance with General Conditions, City will issue Letter of
16 Final Acceptance and release the Final Payment Request for payment.
17 3.5 REPAIR/RESTORATION [NOT USED]
18 3.6 RE-INSTALLATION [NOT USED]
19 3.7 FIELD IoR] SITE QUALITY CONTROL [NOT USED]
20 3.8 SYSTEM STARTUP [NOT USED]
21 3.9 ADJUSTING [NOT USED]
22 3.10 CLEANING [NOT USED]
23 3.11 CLOSEOUT ACTIVITIES [NOT USED]
24 3.12 PROTECTION [NOT USED]
25 3.13 MAINTENANCE [NOT USED]
26 3.14 ATTACHMENTS [NOT USED]
27 END OF SECTION
28
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
29
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No.103676
Revised April 7,2014
017823-1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
1 SECTION 0178 23
2 OPERATION AND MAINTENANCE DATA
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Product data and related information appropriate for City's maintenance and
7 operation of products furnished under Contract
8 2. Such products may include,but are not limited to:
9 a. Traffic Controllers
10 b. Irrigation Controllers (to be operated by the City)
11 c. Butterfly Valves
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. Schedule
24 1. Submit manuals in final form to the City within 30 calendar days of product
25 shipment to the project site.
26 1.5 SUBMITTALS
27 A. Submittals shall be in accordance with Section 0133 00. All submittals shall be
28 approved by the City prior to delivery.
29 1.6 INFORMATIONAL SUBMITTALS
30 A. Submittal Form
31 1. Prepare data in form of an instructional manual for use by City personnel.
32 2. Format
33 a. Size: 8 '/z inches x 11 inches
34 b. Paper
35 1) 40 pound minimum,white,for typed pages
36 2) Holes reinforced with plastic, cloth or metal
37 c. Text: Manufacturer's printed data, or neatly typewritten
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised April 7,2014
017823-2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
1 d. Drawings
2 1) Provide reinforced punched binder tab,bind in with text
3 2) Reduce larger drawings and fold to size of text pages.
4 e. Provide fly-leaf for each separate product, or each piece of operating
5 equipment.
6 1) Provide typed description of product, and major component parts of
7 equipment.
8 2) Provide indexed tabs.
9 f Cover
10 1) Identify each volume with typed or printed title "OPERATING AND
11 MAINTENANCE INSTRUCTIONS".
12 2) List:
13 a) Title of Project
14 b) Identity of separate structure as applicable
15 c) Identity of general subject matter covered in the manual
16 3. Binders
17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers
18 b. When multiple binders are used, correlate the data into related consistent
19 groupings.
20 4. If available,provide an electronic form of the O&M Manual.
21 B. Manual Content
22 1. Neatly typewritten table of contents for each volume, arranged in systematic order
23 a. Contractor,name of responsible principal,address and telephone number
24 b. A list of each product required to be included, indexed to content of the volume
25 c. List,with each product:
26 1) The name, address and telephone number of the subcontractor or installer
27 2) A list of each product required to be included, indexed to content of the
28 volume
29 3) Identify area of responsibility of each
30 4) Local source of supply for parts and replacement
31 d. Identify each product by product name and other identifying symbols as set
32 forth in Contract Documents.
33 2. Product Data
34 a. Include only those sheets which are pertinent to the specific product.
35 b. Annotate each sheet to:
36 1) Clearly identify specific product or part installed
37 2) Clearly identify data applicable to installation
38 3) Delete references to inapplicable information
39 3. Drawings
40 a. Supplement product data with drawings as necessary to clearly illustrate:
41 1) Relations of component parts of equipment and systems
42 2) Control and flow diagrams
43 b. Coordinate drawings with information in Project Record Documents to assure
44 correct illustration of completed installation.
45 c. Do not use Project Record Drawings as maintenance drawings.
46 4. Written text, as required to supplement product data for the particular installation:
47 a. Organize in consistent format under separate headings for different procedures.
48 b. Provide logical sequence of instructions of each procedure.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised April 7,2014
017823-3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
1 5. Copy of each warranty,bond and service contract issued
2 a. Provide information sheet for City personnel giving:
3 1) Proper procedures in event of failure
4 2) Instances which might affect validity of warranties or bonds
5 C. Manual for Materials and Finishes
6 1. Submit 5 copies of complete manual in final form.
7 2. Content, for architectural products, applied materials and finishes:
8 a. Manufacturer's data,giving full information on products
9 1) Catalog number, size, composition
10 2) Color and texture designations
11 3) Information required for reordering special manufactured products
12 b. Instructions for care and maintenance
13 1) Manufacturer's recommendation for types of cleaning agents and methods
14 2) Cautions against cleaning agents and methods which are detrimental to
15 product
16 3) Recommended schedule for cleaning and maintenance
17 3. Content, for moisture protection and weather exposure products:
18 a. Manufacturer's data,giving full information on products
19 1) Applicable standards
20 2) Chemical composition
21 3) Details of installation
22 b. Instructions for inspection,maintenance and repair
23 D. Manual for Equipment and Systems
24 1. Submit 5 copies of complete manual in final form.
25 2. Content, for each unit of equipment and system, as appropriate:
26 a. Description of unit and component parts
27 1) Function,normal operating characteristics and limiting conditions
28 2) Performance curves, engineering data and tests
29 3) Complete nomenclature and commercial number of replaceable parts
30 b. Operating procedures
31 1) Start-up,break-in,routine and normal operating instructions
32 2) Regulation, control, stopping, shut-down and emergency instructions
33 3) Summer and winter operating instructions
34 4) Special operating instructions
35 c. Maintenance procedures
36 1) Routine operations
37 2) Guide to "trouble shooting"
38 3) Disassembly,repair and reassembly
39 4) Alignment, adjusting and checking
40 d. Servicing and lubrication schedule
41 1) List of lubricants required
42 e. Manufacturer's printed operating and maintenance instructions
43 f. Description of sequence of operation by control manufacturer
44 1) Predicted life of parts subject to wear
45 2) Items recommended to be stocked as spare parts
46 g. As installed control diagrams by controls manufacturer
47 h. Each contractor's coordination drawings
48 1) As installed color coded piping diagrams
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised April 7,2014
017823-4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
1 i. Charts of valve tag numbers,with location and function of each valve
2 j. List of original manufacturer's spare parts,manufacturer's current prices, and
3 recommended quantities to be maintained in storage
4 k. Other data as required under pertinent Sections of Specifications
5 3. Content, for each electric and electronic system, as appropriate:
6 a. Description of system and component parts
7 1) Function,normal operating characteristics, and limiting conditions
8 2) Performance curves, engineering data and tests
9 3) Complete nomenclature and commercial number of replaceable parts
10 b. Circuit directories of panelboards
11 1) Electrical service
12 2) Controls
13 3) Communications
14 c. As installed color coded wiring diagrams
15 d. Operating procedures
16 1) Routine and normal operating instructions
17 2) Sequences required
18 3) Special operating instructions
19 e. Maintenance procedures
20 1) Routine operations
21 2) Guide to "trouble shooting"
22 3) Disassembly,repair and reassembly
23 4) Adjustment and checking
24 f. Manufacturer's printed operating and maintenance instructions
25 g. List of original manufacturer's spare parts,manufacturer's current prices, and
26 recommended quantities to be maintained in storage
27 h. Other data as required under pertinent Sections of Specifications
28 4. Prepare and include additional data when the need for such data becomes apparent
29 during instruction of City's personnel.
30 1.7 CLOSEOUT SUBMITTALS [NOT USED]
31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
32 1.9 QUALITY ASSURANCE
33 A. Provide operation and maintenance data by personnel with the following criteria:
34 1. Trained and experienced in maintenance and operation of described products
35 2. Skilled as technical writer to the extent required to communicate essential data
36 3. Skilled as draftsman competent to prepare required drawings
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised April 7,2014
017823-5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
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
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
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised April 7,2014
01 78 39-1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
1 SECTION 0178 39
2 PROJECT RECORD DOCUMENTS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Work associated with the documenting the project and recording changes to project
7 documents, including:
8 a. Record Drawings
9 b. Water Meter Service Reports
10 c. Sanitary Sewer Service Reports
11 d. Large Water Meter Reports
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 [NOT USED]
23 1.5 SUBMITTALS
24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
25 City's Project Representative.
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
30 A. Accuracy of Records
31 1. Thoroughly coordinate changes within the Record Documents,making adequate
32 and proper entries on each page of Specifications and each sheet of Drawings and
33 other Documents where such entry is required to show the change properly.
34 2. Accuracy of records shall be such that future search for items shown in the Contract
35 Documents may rely reasonably on information obtained from the approved Project
36 Record Documents.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised April 7,2014
017839-2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
1 3. To facilitate accuracy of records,make entries within 24 hours after receipt of
2 information that the change has occurred.
3 4. Provide factual information regarding all aspects of the Work,both concealed and
4 visible,to enable future modification of the Work to proceed without lengthy and
5 expensive site measurement, investigation and examination.
6 1.10 STORAGE AND HANDLING
7 A. Storage and Handling Requirements
8 1. Maintain the job set of Record Documents completely protected from deterioration
9 and from loss and damage until completion of the Work and transfer of all recorded
10 data to the final Project Record Documents.
11 2. In the event of loss of recorded data,use means necessary to again secure the data
12 to the City's approval.
13 a. In such case,provide replacements to the standards originally required by the
14 Contract Documents.
15 1.11 FIELD [SITE] CONDITIONS [NOT USED]
16 1.12 WARRANTY [NOT USED]
17 PART 2- PRODUCTS
18 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
19 2.2 RECORD DOCUMENTS
20 A. Job set
21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
22 charge to the Contractor, 1 complete set of all Documents comprising the Contract.
23 B. Final Record Documents
24 1. At a time nearing the completion of the Work and prior to Final Inspection,provide
25 the City 1 complete set of all Final Record Drawings in the Contract.
26 2.3 ACCESSORIES [NOT USED]
27 2.4 SOURCE QUALITY CONTROL [NOT USED]
28 PART 3- EXECUTION
29 3.1 INSTALLERS [NOT USED]
30 3.2 EXAMINATION [NOT USED]
31 3.3 PREPARATION [NOT USED]
32 3.4 MAINTENANCE DOCUMENTS
33 A. Maintenance of Job Set
34 1. Immediately upon receipt of the job set, identify each of the Documents with the
35 title, "RECORD DOCUMENTS -JOB SET".
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised April 7,2014
017839-3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
1 2. Preservation
2 a. Considering the Contract completion time,the probable number of occasions
3 upon which the job set must be taken out for new entries and for examination,
4 and the conditions under which these activities will be performed, devise a
5 suitable method for protecting the job set.
6 b. Do not use the job set for any purpose except entry of new data and for review
7 by the City,until start of transfer of data to final Project Record Documents.
8 c. Maintain the job set at the site of work.
9 3. Coordination with Construction Survey
10 a. At a minimum clearly mark any deviations from Contract Documents
11 associated with installation of the infrastructure.
12 4. Making entries on Drawings
13 a. Record any deviations from Contract Documents.
14 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
15 change by graphic line and note as required.
16 c. Date all entries.
17 d. Call attention to the entry by a"cloud" drawn around the area or areas affected.
18 e. In the event of overlapping changes,use different colors for the overlapping
19 changes.
20 5. Conversion of schematic layouts
21 a. In some cases on the Drawings,arrangements of conduits,circuits,piping,
22 ducts, and similar items, are shown schematically and are not intended to
23 portray precise physical layout.
24 1) Final physical arrangement is determined by the Contractor, subject to the
25 City's approval.
26 2) However, design of future modifications of the facility may require
27 accurate information as to the final physical layout of items which are
28 shown only schematically on the Drawings.
29 b. Show on the job set of Record Drawings,by dimension accurate to within 1
30 inch,the centerline of each run of items.
31 1) Final physical arrangement is determined by the Contractor, subject to the
32 City's approval.
33 2) Show,by symbol or note,the vertical location of the Item ("under slab", "in
34 ceiling plenum", "exposed", and the like).
35 3) Make all identification sufficiently descriptive that it may be related
36 reliably to the Specifications.
37 c. The City may waive the requirements for conversion of schematic layouts
38 where, in the City's judgment, conversion serves no useful purpose. However,
39 do not rely upon waivers being issued except as specifically issued in writing
40 by the City.
41 B. Final Project Record Documents
42 1. Transfer of data to Drawings
43 a. Carefully transfer change data shown on the job set of Record Drawings to the
44 corresponding final documents, coordinating the changes as required.
45 b. Clearly indicate at each affected detail and other Drawing a full description of
46 changes made during construction,and the actual location of items.
47 c. Call attention to each entry by drawing a"cloud" around the area or areas
48 affected.
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised April 7,2014
017839-4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
1 d. Make changes neatly,consistently and with the proper media to assure
2 longevity and clear reproduction.
3 2. Transfer of data to other Documents
4 a. If the Documents, other than Drawings,have been kept clean during progress of
5 the Work,and if entries thereon have been orderly to the approval of the City,
6 the job set of those Documents,other than Drawings,will be accepted as final
7 Record Documents.
8 b. If any such Document is not so approved by the City, secure a new copy of that
9 Document from the City at the City's usual charge for reproduction and
10 handling,and carefully transfer the change data to the new copy to the approval
11 of the City.
12 3.5 REPAIR/RESTORATION [NOT USED]
13 3.6 RE-INSTALLATION [NOT USED]
14 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
15 3.8 SYSTEM STARTUP [NOT USED]
16 3.9 ADJUSTING [NOT USED]
17 3.10 CLEANING [NOT USED]
18 3.11 CLOSEOUT ACTIVITIES [NOT USED]
19 3.12 PROTECTION [NOT USED]
20 3.13 MAINTENANCE [NOT USED]
21 3.14 ATTACHMENTS [NOT USED]
22 END OF SECTION
23
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
24
CITY OF FORT WORTH Madero Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS City Project No. 103676
Revised April 7,2014
GC-4.02 Subsurface and Physical Conditions
Page 1 of 1
GC-4.02 SUBSURFACE AND PHYSICAL CONDITIONS
Madero Phase 2
City Project No. 103676
GEOTECHNICAL EXPLORATION
MADERO PHASE 2
Northwest Corner of Rancho Canyon Way and Sendera Ranch Blvd
Fort Worth, Texas
ALPHA Report No. W2111 bb
July 28, 2021
Prepared for:
GRBK EDGEWOOD,LLC
2805 North Dallas Parkway, Suite 400
Plano, Texas 75093
Attention: Mr. Brian Hunnicutt
Prepared By:
ALPHA #\ TESTING
WHERE IT ALL BEGINS
ALPHA #NJESTING Geotechnical 5058 Brush Creek Road Tel:817-496-5600
Construction Materials Fart Worth, Texas 76119 Fax:817-496-5608
Env►ranmental www.alphatesling.com
WHERE IT ALL BEGINS TBPEFirm No.813
July 28, 2021
GRBK Edgewood, LLC
2805 North Dallas Parkway, Suite 400
Plano, Texas 75093
Attention: Mr. Brian Hunnicutt
Re: Geotechnical Exploration
Madero Phase 2
Northwest Corner of Rancho Canyon Way and Sendera Ranch Blvd
Fort Worth, Texas
ALPHA Report No. W211166
Attached is the report of the geotechnical exploration performed for the project referenced above.
This study was authorized by Mr. Bobby Samuel with a Scope of Work Addendum (to the Master
Service Agreement) dated April 16, 2021, and performed in accordance with ALPHA Proposal
No. 83462, dated April 13, 2021.
This report contains results of field explorations and laboratory testing and an engineering
interpretation of these with respect to available project characteristics. The results and analyses
were used to develop recommendations to aid design and construction of residential foundations.
ALPHA TESTING, INC. appreciates the opportunity to be of service on this project. If we can be
of further assistance, such as providing materials testing services during construction, please
contact our office.
Sincerely,
ALPHA TESTING, INC. cep: '" ' * �4�
....
X...--BRIAN J.HOYT 748 --X................11....................'v i
40� �z'
1� July 29,2021
Kimberly Fyffe Brian J. Hoyt, P.E.
Geotechnical Project Manager Geotechnical Department Manager
KLFIBJHIaf
Copies: (I-PDF)Client
Dallas irth-Houston San Antonio
TABLE OF CONTENTS
ALPHA REPORT NO. W211166
1.0 PURPOSE AND SCOPE.................................................................................................... 1
2.0 PROJECT CHARACTERISTICS ...................................................................................... 1
3.0 FIELD EXPLORATION....................................................................................................2
4.0 LABORATORY TESTS ....................................................................................................2
5.0 GENERAL SUBSURFACE CONDITIONS......................................................................2
6.0 DESIGN RECOMMENDATIONS.................................................................................... 3
6.1 Slab-on-Grade Foundations.................................................................................... 3
6.1.1 Subgrade Improvement Using Moisture-Conditioning in ,Zone IV............4
6.2 Post-Tensioning Institute, Design of Post-Tensioned Slab-on-Grade.................... 5
6.3 Drainage and Other Considerations........................................................................ 6
7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES............................. 7
7.1 Site Preparation and Grading.................................................................................. 7
7.2 Foundation Excavations.......................................................................................... 8
7.3 Fill Compaction...................................................................................................... 8
7.4 Utilities.................................................................................................................... 9
7.5 Groundwater......................................................................................................... 10
8.0 LIMITATIONS................................................................................................................. 10
APPENDIX
A-1 Methods of Field Exploration
Boring Location Plan—Figure 1
B-1 Methods of Laboratory Testing
Logs of Borings
Key to Soil Symbols and Classifications
ALPHA Report No. W211166
1.0 PURPOSE AND SCOPE
The purpose of this geotechnical exploration is for ALPHA TESTING, INC. (ALPHA)to evaluate
for GRBK Edgewood, LLC(Client)some of the physical and engineering properties of subsurface
materials at selected locations on the subject site with respect to formulation of geotechnical design
parameters for the subject construction. The field exploration was accomplished by securing
subsurface samples from widely spaced test borings performed across the project site. Engineering
analyses were performed from results of the field exploration and laboratory tests performed on
representative samples.
Also included are general comments pertaining to reasonably anticipated construction problems
and recommendations concerning earthwork and quality control testing during construction. This
information can be used to evaluate subsurface conditions and to aid in ascertaining construction
meets project specifications.
Recommendations provided in this report were developed from information obtained in test
borings depicting subsurface conditions only at the specific boring locations and at the particular
time designated on the logs. Subsurface conditions at other locations may differ from those
observed at the boring locations, and subsurface conditions at boring locations may vary at
different times of the year. The scope of work may not fully define the variability of subsurface
materials and conditions that are present on the site.
The nature and extent of variations between borings may not become evident until construction.
If significant variations then appear evident, our office should be contacted to re-evaluate our
recommendations after performing on-site observations and possibly other tests.
2.4 PROJECT CHARACTERISTICS
It is proposed to develop a residential subdivision (Madero Phase 2) on a tract of land about 35-
acres located about 800 ft north of Fallingwater Trail, on the west side of the future extension of
Sendera Ranch Road in Fort Worth, Texas. A site plan illustrating the subject site is provided as
Figure 1, the Boring Location Plan, in the Appendix.
At the time of the field exploration, the site generally consisted of undeveloped land with a gas
pad access road cutting through the site in a north-south orientation. Natural drainage channels
are also present along the east and south property boundaries that appear to be outside of the
proposed subdivision limits. Scattered trees were also present on the property. No information
regarding previous development on the site was provided to us.
Preliminary grading plans prepared by LJA Engineering, Inc. (Project No. NT600-0112, Sheets 58
through 66 dated April 2021) indicate the ground surface generally slopes down towards the
southeast about 36 ft (Approximate Elevation 825 ft to 789 ft). These grading plans also indicate
cuts of up to 6 ft and fills of up to 5 ft will be required to achieve final grade in the building pad
areas.
Present plans provide for the construction of new single family residential buildings. The new
structures are expected to create light loads to be carried by the foundations. It is anticipated the
new structures will be supported using post-tensioned slab-on-grade foundations designed for
potential seasonal movements of 4'/2 inches or less. No below grade slabs are planned.
1
ALPHA Report No. W211166
3.0 FIELD EXPLORATION
Subsurface conditions on the site were explored by drilling a total of 41 test borings to a depth of
about 20 ft. The borings were drilled in general accordance with ASTM Standard ❑ 420 using
standard rotary drilling equipment. The approximate location of each test boring is shown on the
Boring Location Plan, Figure 1, enclosed in the Appendix. Details of drilling and sampling
operations are briefly summarized in Methods of Field Exploration, Section A-1 of the Appendix.
Subsurface types encountered during the field exploration are presented on the Log of Boring
sheets(boring logs)included in the Appendix. The boring logs contain our Field Technician's and
Engineer's interpretation of conditions believed to exist between actual samples retrieved.
Therefore, the boring logs contain both factual and interpretive information. Lines delineating
subsurface strata on the boring logs are approximate and the actual transition between strata may
be gradual.
4.0 LABORATORY TESTS
Selected samples of the subsurface materials were tested in the laboratory to evaluate their
engineering properties as a basis in providing recommendations for residential foundation design
and earthwork construction. A brief description of testing procedures used in the laboratory can
be found in Methods of Laboratory Testing, Section B-I of the Appendix. Individual test results
are presented on the Log of Boring sheets in the Appendix.
5.0 GENERAL SUBSURFACE CONDITIONS
Based on geological snaps available from the Bureau of Economic Geology, published by The
University of Texas at Austin, the project site lies within the undivided Fort Worth Limestone and
Duck Creek formation. This undivided formation generally consists of alternating layers of
limestone and marl (limey shale), Residual overburden soils associated with these undivided
formations generally consist of clay soils characterized by moderate to high shrink-swell potential.
Subsurface conditions encountered generally consisted of clay to depths of about %2 ft to 10 ft
below the ground surface underlain by tan and gray limestone with shale seams to the 20 ft
termination depth. About half of the borings also encountered interlayered clay within the
limestone stratum. More detailed stratigraphic information is presented on the attached Log of
Boring sheets.
Clay and limestone encountered in the borings are relatively impermeable and are expected to have
a slow response to water movement. Therefore, several days of observation would be required to
evaluate actual groundwater levels within the depths explored. Also, the groundwater level at the
site is anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather
conditions and subsurface drainage characteristics.
Free groundwater was not encountered in the borings. However, it is common to encounter
seasonal groundwater from natural fractures within the clayey matrix, at the soil/rock (limestone
or shale) interface or from fractures in the rock (limestone or shale), particularly during or after
periods of precipitation. If more detailed groundwater information is required, monitoring wells
or piezometers can be installed.
2
ALPHA Report No. W211166 #X
Further details concerning subsurface materials and conditions encountered can be obtained from
the boring logs provided in the Appendix.
6.0 DESIGN RECOMMENDATIONS
The following design recommendations were developed on the basis of the previously described
Project Characteristics(Section 2.0)and General Subsurface Conditions(Section 5.0). Should the
project criteria change, our office should conduct a review to determine if modifications to the
recommendations are required. Further, it is recommended our office be provided with a copy of
the final grading plans and specifications for review prior to construction.
The following design recommendations were evaluated based on final grades as indicated on the
referenced grading plans. Cutting and filling on the site other than depicted on the referenced
grading plans can alter the recommended foundation design parameters. Therefore, it is
recommended our office be provided with final grading plans prior to construction to verify
appropriate design parameters are utilized for final foundation design.
6.1 Slab-on-Grade Foundations
Slab-on-grade foundations should be designed with exterior and interior grade beams adequate to
provide sufficient rigidity to the foundation system. A net allowable bearing pressure of 1.5 kips
per sq ft should be used for all grade beams bearing on undisturbed cuts in native soils, on
limestone, on fill placed as recommended in Section 7.3, or on a moisture improved subgrade
placed as recommended in Section 6.1.1. Grade beams should bear a minimum depth of 12 inches
below final grade and should have a minimum width of 10 inches considering the recommended
bearing capacity.
To reduce cracking as normal movements occur in foundation soils, all grade beams and slab
foundations should be adequately reinforced with steel(conventional reinforcing steel and/or post-
tensioned reinforcement). It is common to experience some minor cosmetic distress to structures
with slab-on-grade foundation systems due to normal ground movements. A properly designed
and constructed moisture barrier should be placed between the slabs and subgrade soils to retard
moisture migration through the slabs.
Conditions encountered in the test borings,the planned cut/fill within the building pads,and results
of the laboratory tests reveal variations in highly expansive clay thickness and expansive properties
across the site. Such variations in clay thickness and expansive properties will directly affect
design parameters used for slab-on-grade foundations. Therefore, lots with apparently common
average clay thickness, similar expansive clay properties and similar corresponding estimated
potential movements have been grouped into Zones I through IV and delineated on the Boring
Location Plan, Figure 1,
Subgrade improvement in the respective Zones (see Figure 1) should be performed using the
information summarized in Table A.
3
ALPHA Report No. W211166
TABLE A
Estimates of Potential Seasonal Movements and Required Subgrade Improvement
ZONE ESTIMATED POTENTIAL IMPROVEMENT REQUIRED TO REDUCE
MOVEMENT,INCHES MOVEMENTS TO 4Y2 INCHES
I Up to 3 No Improvement Required
II Up to 4% No improvement Required
III Up to 4'/7 Cover with Plastic Sheeting
IV Up to 6 Moisture Condition 4 ft Below Final Grade
Plastic sheeting (6 to 8 mil thickness) should be placed immediately after grading with general fill for
long-term maintenance of the moisture content of the general fill and underlying native soil. This sheeting
should be placed 8 to 12 inches below final grade and should also extend at least 5 ft beyond the perimeter
of the building pad. Potential movements could be about 6 inches in Zone III if plastic sheeting is not
laced as recommended.
Potential seasonal movements were estimated using results from absorption swell tests, in general
accordance with methods outlined by the Texas Department of Transportation (TxDOT) Test
Method Tex-124-E and engineering judgment and experience. Estimated movements were
calculated assuming the moisture content of the in-situ soil within the normal zone of seasonal
moisture content change varies between a "dry" condition and a "wet" condition as defined by
Tex-124-E. Also, it was assumed a 1 psi surcharge load from the floor slab acts on the subgrade
soils. Movements exceeding our estimates could occur if positive drainage of surface water is not
maintained or if soils are subject to an outside water source, such as leakage from a utility line or
subsurface moisture migration from off-site locations.
Potential seasonal movements were estimated assuming fill material used to raise the grade will
consist of onsite or similar material with a plasticity index of 50 or less. if the plasticity index of
material used to raise the grade is higher than 50, potential movements could be higher than our
estimates.
Potential seasonal movements in some areas of Zones I and II could be less than 3 inches and 4'/2
inches, respectively, where limestone is near final grade. However, due to the variability of the
depth to limestone in these zones and across the site,we recommend using 3 inches and 4%inches
for design purposes in Zones I and II, respectively.
Potential movements estimated for slab foundations in Zone IV (see Figure 1 for delineation of
Zones) are considered outside normal design tolerances. Movement of slab foundations in this
zone could be reduced to not more than 4'/z inches if the upper 4 ft of soils below final grade are
moisture conditioned then covered with an impermeable plastic barrier (polyethylene sheeting).
Moisture conditioning recommendations are provided in Section 6.1.1.
6.1.1 Subgrade Improvement Using Moisture-Conditioning in Zone IV
Estimated potential movements for slab foundations in Zone IV could be reduced to not
more than 41/2 inches by moisture-conditioning the upper 4 ft of soils below final grade as
recommended in Table A.
4
ALPHA Report No. W211166 #X
Moisture-conditioning consists of over-excavating (where necessary) and/or filling with
on-site soil that is compacted at a "target" moisture content at least 5 percentage points
above the material's optimum moisture content as determined by the standard Proctor
method(ASTM D 698). Some of the sandier soils with a lower plasticity index may require
compaction at a moisture content closer to optimum. ALPHA should verify any deviation
from the minimum required 5 percentage points above optimum during construction. The
moisture-conditioned soil should be compacted to a dry density between 93 and 98 percent
of standard Proctor maximum dry density. Moisture-conditioning with on-site soil should
extend throughout the entire building pad area and at least 5 ft beyond the perimeter of the
designated building pad (as indicated on the referenced project grading plans). Plastic
sheeting (6 to 8 mil thickness) should be placed above the moisture-conditioned soil for
long-term maintenance of the moisture content of the conditioned soil. This sheeting
should be placed 8 to 12 inches below final grade and should also extend at least 5 ft beyond
the perimeter of the building pad. Following completion of moisture-conditioning and
placement of the plastic sheeting, estimated movements in Zone IV should not exceed
about 4'/z inches.
The purpose of moisture-conditioning is to reduce the free swell of the moisture-
conditioned soils to 1 percent or less. Additional laboratory tests (i.e., standard Proctors,
absorption swell tests, etc.) should be conducted during construction to verify that the
"target" moisture content for moisture-conditioning (estimated at 5 percentage points
above the material's optimum moisture content as defined by ASTM D 698) is sufficient
to reduce the free swell potential of the processed soil to 1 percent or less.
Moisture conditioning should be observed and tested on a full-time basis by a
representative of ALPHA to verify the moisture conditioned clays are placed with the
proper lift thickness, moisture content, and density.
6.2 Post-Tensioning Institute, Design of Post-Tensioned Slab-on-Grade
Tables B and C contain information for design of the post-tensioned, slab-on-grade foundations.
Design parameters were evaluated based on the conditions encountered in the borings and using
information and correlations published by PTI Third Edition and VOLFLO 1.5 computer program
provided by Geostructural Too] Kit, Inc. (GTI).
TABLE B
PTI Design Parameters Potential Seasonal Movement=3 inches
After sub grade improvement in Zone I as recommended in Section 6.1
Edge Lift Center Lift
Edge Moisture Distance(em),ft 4.0 8.0
Differential Soil Movement(ym), inches 1.8 (swell) 1.3 (Shrink)
5
ALPHA Report No. W211166
TABLE C
PTI design Parameters Potential Seasonal Movement=4'/2 inches
In Zone II and after sub grade improvement in Zone III as recommended in Section 6.1
Edge Lift Center Lift
Edge Moisture Distance(em),ft 4.0 8.0
Differential Soil Movement(ym), inches 2.2 (swell) 1.6(Shrink)
6.3 Drainage and Other Considerations
Adequate drainage should be provided to reduce seasonal variations in the moisture content of
foundation soils. All pavement and sidewalks within 5 ft of the residences should be sloped away
from the structures to prevent ponding of water around the foundations. Final grades within 5 ft
of the structures should be adjusted to slope away from the structures at a minimum slope of 2
percent. Maintaining positive surface drainage throughout the life of the structures is
essential.
In areas with pavement or sidewalks adjacent to the new residences, a positive seal must be
maintained between the structure and the pavement or sidewalk to minimize seepage of water into
the underlying supporting soils. Post-construction movement of pavement and flatwork is
common, Normal maintenance should include inspection of all joints in paving and sidewalks,
etc. as well as resealing where necessary.
Several factors relate to civil and architectural design and/or maintenance, which can significantly
affect future movements of the foundation systems:
■ Preferably, a complete system of gutters and downspouts should carry runoff water a
minimum of 5 ft from the completed structures.
• Large trees and shrubs should not be allowed closer to the foundation than a horizontal
distance equal to roughly one-half of their mature height due to their significant moisture
demand upon maturing.
• Moisture conditions should be maintained"constant"around the edge of the slab. Ponding
of water in planters,in unpaved areas, and around joints in paving and sidewalks can cause
slab movements beyond those predicted in this report.
■ Planter box structures placed adjacent to building should be provided with a means to
assure concentrations of water are not available to the subsoil stratigraphy.
■ Architectural design of the floor slabs should avoid additional features such as wing walls
as extensions of the slab.
• The root systems from any existing trees at this site will have dried and desiccated the
surrounding clay soils, resulting in soil with near-maximum swell potential. Clay soils
surrounding tree root mats within the building areas or areas to be covered with grade slabs
(including but not limited to foundations, driveways, porches, patios, and sidewalks)
should be removed to a depth of at least I ft below the root ball and compacted in-place
with moisture and density control as described in Section 7.3.
6
ALPHA Report No. W211166 #X
Trench backfill for utilities should be properly placed and compacted as outlined in Section 7.4
and in accordance with requirements of local City standards. Since granular bedding backfill is
used for most utility lines, the backfilled trench should not become a conduit and allow access for
surface or subsurface water to travel toward the new structures. Concrete cut-off collars or clay
plugs should be provided where utility lines cross building lines to prevent water from traveling in
the trench backfill and entering beneath the structure.
7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES
Variations in subsurface conditions could be encountered during construction. To permit
correlation between test boring data and actual subsurface conditions encountered during
construction, it is recommended a registered Professional Engineering firm be retained to observe
construction procedures and materials.
Some construction problems, particularly degree or magnitude, cannot be reasonably anticipated
until the course of construction. The recommendations offered in the following paragraphs are
intended not to limit or preclude other conceivable solutions,but rather to provide our observations
based on our experience and understanding of the project characteristics and subsurface conditions
encountered in the borings.
7.1 Site Preparation and Grading
Limestone was encountered within 4 ft of the ground surface in the majority of the borings. We
expect limestone will be encountered during grading and general excavation at this site. From our
experience, this limestone can be hard and difficult to excavate. Rock excavation methods
(including, but not limited to rock teeth, rippers,jack hammers, or sawcutting)may be required to
remove the limestone. Crushing equipment may be required to process this limestone if it is
desired to use this material as compacted fill on the site. The contractor selected should have
experience with excavation in hard limestone.
All areas supporting slab foundations, flatwork pavement or areas to receive new fill should be
properly prepared.
• After completion of the necessary stripping, clearing, and excavating and prior to placing
any required fill, the exposed subgrade should be carefully evaluated by probing and
testing. Any undesirable material (organic material, wet, soft, or loose sail) still in place
should be removed.
• The exposed subgrade should be further evaluated by proof-rolling with a heavy pneumatic
tired roller, loaded dump truck or similar equipment weighing approximately 14 tons to
check for pockets of soft or loose material hidden beneath a thin crust of possibly better
soil.
• Proof-rolling procedures should be observed routinely by a Professional Engineer or their
designated representative. Any undesirable material (organic material, wet, soft, or loose
soil) exposed from the proof roll should be removed and replaced with well-compacted
material as outlined in Section 7.3.
■ Prior to placement of any fill, the exposed subgrade should then be scarified to a minimum
depth of 6 inches and recompacted as outlined in Section 7.3.
ALPHA Report No. W211166 #X
If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one
vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to
provide a minimum bench width of five (5) ft. This should provide a good contact between the
existing soils and new fill materials,reduce potential sliding planes,and allow relatively horizontal
lift placements.
Even if fill is properly compacted as recommended in Section 7.3,fills in excess of about 10 ft are
still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This
should be considered when planning or placing deep fills.
Slope stability analysis of embankments (natural or constructed) and global stability analysis for
retaining walls was not within the scope of this study.
The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring.
Design of these structures should include any imposed surface surcharges. Construction site safety
is the sole responsibility of the contractor, who shall also be solely responsible for the means,
methods and sequencing of construction operations. The contractor should also be aware that
slope height, slope inclination or excavation depths (including utility trench excavations) should
in no case exceed those specified in local, state and/or federal safety regulations, such as OSHA
Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations.
Stockpiles should be place well away from the edge of the excavation and their heights should be
controlled so they do not surcharge the sides of the excavation. Surface drainage should be
carefully controlled to prevent flow of water over the slopes and/or into the excavations.
Construction slopes should be closely observed for signs of mass movement, including tension
cracks near the crest or bulging at the toe. if potential stability problems are observed, a
geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning
required for the project (if any) should be designed by a professional engineer registered in the
State of Texas.
Due to the nature of the clay soils found near the surface at the borings,traffic of heavy equipment
(including heavy compaction equipment)may create pumping and general deterioration of shallow
soils. Therefore, some construction difficulties should be anticipated during periods when these
soils are saturated.
7.2 Foundation Excavations
All foundation excavations should be monitored to verify foundations bear on suitable material.
The bearing stratum exposed in the base of all foundation excavations should be protected against
any detrimental change in conditions. Surface runoff water should be drained away from
excavations and not allowed to collect. All concrete for foundations should be placed as soon as
practical after the excavation is made.
Prolonged exposure of the bearing surface to air or water will result in changes in strength and
compressibility of the bearing stratum. Therefore, if delays occur, excavations should be slightly
deepened and cleaned, in order to provide a fresh bearing surface.
7.3 Fill Compaction
The following recommendations pertain to general fill. Moisture conditioned fill should meet the
requirements of Section 6.1.
8
ALPHA Report No. W211166 #X
Clay with a plasticity index equal to or greater than 25 should be compacted to a dry density
between 93 and 98 percent of standard Proctor maximum dry density (ASTM D 698). The
compacted moisture content of the clays during placement should be within the range of 2 to 6
percentage points above optimum.
Clay with a plasticity index less than 25 should be compacted to a dry density of at least 95 percent
of standard Proctor maximum dry density (ASTM D 698) and within the range of 1 percentage
point below to 3 percentage points above the material's optimum moisture content.
Clayey materials used as fill should be processed and the largest particle or clod should be less
than 6 inches prior to compaction.
Processed limestone used as fill should be compacted to at least 95 percent of standard Proctor
maximum dry density. The compacted moisture content of the processed limestone is not
considered crucial to proper performance. However, if the material's moisture content during
placement is within 3 percentage points of optimum, the compactioe effort required to achieve the
minimum compaction criteria may be minimized. Individual rock pieces larger than 6 inches in
dimension should not be used as fill. However, if rock fill is utilized within 3 ft below the bottom
of floor slabs,the maximum allowable size of individual rock pieces should be reduced to 3 inches.
Processed limestone used as fill should incorporate sufficient fines to prevent the presence of voids
around larger diameter rock pieces. A gradation of at least 40 percent passing a standard No. 4
sieve is recommended.
Where mass fills are deeper than 10 ft,the fill/backfi11 below 10 ft should be compacted to at least
100 percent of standard Proctor maximum dry density (ASTM D-698) and within 2 percentage
points of the material's optimum moisture content. The portion of the filllbackfill shallower than
10 ft should be compacted as outlined herein.
Compaction should be accomplished by placing fill in about 8-inch thick loose lifts and
compacting each lift to at least the specified minimum dry density. Field density and moisture
content tests should be performed on each lift.
7.4 Utilities
Where utility lines are deeper than 10 ft, the filllbackfi11 below 10 ft should be compacted to at
least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within —2 to +2
percentage points of the material's optimum moisture content. The portion of the filllbackfill
shallower than 10 ft should be compacted as previously outlined. Density tests should be
performed on each lift (maximum 12-inch thick) and should be performed as the trench is being
backfilled.
Even if fill is properly compacted,fills in excess of about IOft are still subject to settlements over
time of up to about 1 to 2 percent of the total fill thickness. This should be considered when
designing pavement over utility lines andlor other areas with deep fill.
If utility trenches or other excavations extend to or beyond a depth of 5 ft below construction grade,
the contractor or others shall be required to develop an excavation safety plan to protect personnel
entering the excavation or excavation vicinity. The collection of specific geotechnical data and
the development of such a plan,which could include designs for sloping and benching or various
9
ALPHA Report No. W211166 #X
types of temporary shoring, is beyond the scope of this study. Any such designs and safety plans
shall be developed in accordance with current OSHA guidelines and other applicable industry
standards.
7.5 Groundwater
Groundwater was not encountered in the borings. However from our experience, shallow
groundwater seepage could be encountered from the subsurface stratigraphy in excavations for
foundations, utilities and other general excavations at this site. The risk of seepage increases with
depth of excavation and during or after periods of precipitation. Standard sump pits and pumping
may be adequate to control seepage on a local basis.
In any areas where cuts are made, attention should be given to possible seasonal water seepage
that could occur through natural cracks and fissures in the newly exposed stratigraphy. The risk
of seepage is increased where limestone is exposed in excavations and slopes or is near final grade.
In these areas subsurface drains may be required to intercept seasonal groundwater seepage. The
need for these or other dewatering devices should be carefully addressed during construction. Our
office could be contacted to visually observe final grades to evaluate the need for such drains.
8.0 LIMITATIONS
Professional services provided in this geotechnical exploration were performed, findings obtained,
and recommendations prepared in accordance with generally accepted geotechnical engineering
principles and practices. The scope of services provided herein does not include an environmental
assessment of the site or investigation for the presence or absence of hazardous materials in the
soil,surface water or groundwater. ALPHA,upon written request, can be retained to provide these
services.
ALPHA is not responsible for conclusions, opinions or recommendations made by others based
on this data. Information contained in this report is intended for the exclusive use of the Client
(and their designated design representatives), and is related solely to design of the specific
structures outlined in Section 2.0. No party other than the Client (and their designated design
representatives)shall use or rely upon this report in any manner whatsoever unless such parry shall
have obtained ALPHA's written acceptance of such intended use. Any such third party using this
report after obtaining ALPHA's written acceptance shall be bound by the limitations and
limitations of liability contained herein, including ALPHA's liability being limited to the fee paid
to it for this report. Recommendations presented in this report should not be used for design of
any other structures except those specifically described in this report. In all areas of this report in
which ALPHA may provide additional services if requested to do so in writing,it is presumed that
such requests have not been made if not evidenced by a written document accepted by ALPHA.
Further, subsurface conditions can change with passage of time. Recommendations contained
herein are not considered applicable for an extended period of time after the completion date of
this report. It is recommended our office be contacted for a review of the contents of this report
for construction commencing more than one (1) year after completion of this report. Non-
compliance with any of these requirements by the Client or anyone else shall release ALPHA from
any liability resulting from the use of, or reliance upon, this report.
10
ALPHA Report No. W211166 #\
Recommendations provided in this report are based on our understanding of information provided
by the Client about characteristics of the project. If the Client notes any deviation from the facts
about project characteristics, our office should be contacted immediately since this may materially
alter the recommendations. Further, ALPHA is not responsible for damages resulting from
workmanship of designers or contractors. It is recommended the Owner retain qualified personnel,
such as a Geotechnical Engineering firm, to verify construction is performed in accordance with
plans and specifications.
11
APPENDIX
ALPHA Report No. W211166
A-1 METHODS OF FIELD EXPLORATION
Using standard rotary drilling equipment, a total of 41 test borings were performed for this
geotechnical exploration. The approximate locations of the borings are shown on the Boring
Location Plan, Figure 1. The test boring locations were staked using a handheld GPS unit or by
pacing/taping and estimating right angles from landmarks which could be identified in the field
and as shown on the site plan provided during this study. The locations of test borings shown on
the Boring Location Plan are considered accurate only to the degree implied by the methods used
to define them.
Relatively undisturbed samples of the cohesive subsurface materials were obtained by
hydraulically pressing 3-inch Q.D. thin-wall sampling tubes into the underlying soils at selected
depths (ASTM D 1587). These samples were removed from the sampling tubes in the field and
evaluated visually. One representative portion of each sample was sealed in a plastic bag for use
in future visual evaluation and possible testing in the laboratory.
Texas Cone Penetration (TCP) test was completed in the field to determine the apparent in-place
strength characteristics of the rock type materials and hard clays. A 3-inch diameter steel cone
driven by a 170-pound hammer dropped 24 inches is the basis for TxDOT strength correlations.
Depending on the resistance(strength)of the materials, either the number of blows of the hammer
required to provide 12 inches of penetration, or the inches of penetration of the cone due to 100
blows of the hammer are recorded on the field log and are shown on the Log of Boring sheets as
"TX Cone" (reference TxDOT Test Method TEX 132-E, as modified).
Logs of the borings are included in the Appendix. The logs show visual descriptions of subsurface
strata encountered using the Unified Soil Classification System. Sampling information, pertinent
field data, and field observations are also included. Samples not consumed by testing will be
retained in our laboratory for at least 14 days and then discarded unless the Client requests
otherwise.
•
•
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ale■� Il !i I! I ' '�t, so
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T��S'#A:'7�i NIQW,a..
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I tii;� ■, i 11.<t 'I,k+➢ .a I►.;,.,•11g1� iJlll^^Ql1-a;'
e
i
ALPHA Report No. W211166
B-1 METHODS OF LABORATORY TESTING
Representative samples were evaluated and classified by a qualified member of the Geotechnical
Division and the boring logs were edited as necessary. To aid in classifying the subsurface
materials and to determine the general engineering characteristics, natural moisture content tests
(ASTM D 2216) and Atterberg-limit tests (ASTM D 4318). In addition, unconfined compressive
strength tests (ASTM D 2166) and pocket-penetrometer tests were conducted on selected soil
samples to evaluate the soil shear strength. Results of these laboratory tests are provided on the
Log of Boring sheets.
In addition to the Atterberg-limit tests, the expansive properties of the clayey soils were further
analyzed by absorption swell tests in general accordance with ASTM ❑ 4546. The swell test is
performed by placing a selected sample in a consolidation machine and applying either the
approximate current or expected overburden pressure and then allowing the sample to absorb
water. When the sample exhibits very little tendency for further expansion, the height increase is
recorded, and the percent free swell and total moisture gain calculated. Results of the absorption
swell tests are provided on the attached boring logs.
ALPHA #NJESTING Foss Brush Creek ad. BORING NO.: 1
Fnrf Worth. Texus 76119
Phone:817-446-5600 Sheet 1 of
Far. 817-446-5608 PROJECT NO.: W211166
W" ERE IT ALL BEGINS ti+'ww.a/pharesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/23/2021 End Date: 4/23/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(16s 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w 9 On Rods(ft): NONE o N �,m 0 v n W E J
r '/After drilling(ft): DRY n od =o o E =o, <0o �a o o
f6 After Hours(ft):
E 0 U � 0 e �
? 6 M N rp
z n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules and limestone
fragments
4.5+ 1$ 41 21 20
2.0
Tan LIMESTONE with shale seams 100/
3.25"
100/ 6
5 5„
100/
10 5.50"
100/
15 15.0 3.25"
Gray LIMESTONE with shale seams
100/ 9
20 20.0 1.50"
TEST BORING TERMINATED AT 20 FT.
ALPHA #XTESTING Fort Brush Creek ad. BORING NO.: 2
Fnrf Worth. Texus 76119
Phone:817-446-5600 heel 1 of 1
Far., 817-446-5608 PROJECT NO.: W211166
WHERE IT ALL BEGI N S ti+'ww.alphatesting.con)
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w On Rods{ft}: NONE o N u`? []"c r °1 a) E J a
r DRYod =o o E =o 0o og o
f6 ►After Hours(ft):
z m U o o 6 n N
[� N cr �a a ?N ? M n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
4.0 31
4.5 22 73 23 50 2.1
4.0
Tan LIMESTONE with shale seams 100/ 7
5 4.75"
100/ 12
10 6.75"
100/ 9
15 2.75"
17.0
Gray LIMESTONE with shale seams
100/ 10
20 20.0 2.25"
TEST BORING TERMINATED AT 20 FT.
ALPHA #XTESTING sorts Brush Creek ad. BORING NO.: 3
Fnrf Worth. Texus 76119
Phone:817-446-5600 heel 1 of 1
Far., 817-446-5608 PROJECT NO.: W211166
WHERE IT ALL BEGI N S ti+'ww.alphatesting.con)
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w On Rods{ft}: NONE o N u`? []"c r °1 a) E J a
r DRYod =o o E =o 0o og o
f6 ►After Hours(ft):
z m U o o 6 n N
[� N cr �a a ?N ? M n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
3.75 31
4.5+ 3.9 109 19 64 22 42
4.0
Tan LIMESTONE with shale seams 100/ 7
5 3.75"
100/ 11
10 8.50"
100/
15 5„
17.0
Gray LIMESTONE with shale seams
100/ 13
20 20.0 3„
TEST BORING TERMINATED AT 20 FT.
ALPHA #XTESTING sorts Brush Creek ad. BORING NO.: 4
Fnrf Worth. Texas 76119
Phone:817-446-5600 Sheet 1 of 1
Far., 817-446-5608 PROJECT NO.: W211166
WHERE IT ALL BEGI N S ti+'ww.alphatesting.con)
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w On Rods{ft}: NONE o N u`? []"c r °1 a) E J a
r DRYod =o o E =o 0o og o +�
f6 ►After Hours(ft}:
z m U o o 6 n N
[� N o �a a ?N ? M n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules 4.5 23 68 24 44
1.0
Tan LIMESTONE with calcareous nodules 100/ 7
2.0"
9 100/
5 5.50"
100/ 8
10 4.0"
12.0
Gray LIMESTONE with shale seams
100/
15 1.75"
100/ 8
20 20.0 1.0"
TEST BORING TERMINATED AT 20 FT.
ALPHA #XTESTING Fort Brush Creek ad. BORING NO.: 5
Fnrf Worth. Texus 76119
Phone:817-446-5600 heel 1 of 1
Far., 817-446-5608 PROJECT NO.: W211166
WHERE IT ALL BEGI N S ti+'ww.alphatesting.con)
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w On Rods{ft}: NONE o N u`? []"c r °1 a) E J a
r DRYod =o o E =o 0o og o
f6 ►After Hours(ft):
z m U o o 6 n N
[� N cr �a a ?N ? M n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules and limestone
fragments
4.5 23 70 23 47
2.0
Tan LIMESTONE with shale seams 100/
1.75"
100/
5 5.0"
100/
10 7.0"
12.0
Gray LIMESTONE with shale seams
100/
15 0.75"
100/ 5
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT.
Brus7
reek
ALPHA #\ TESTING Fini Werth texas 76 BORING NO.: 6
Fnr1 ii�orth, Texas 76 f 14
Phone:817-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/23/2021 End Date: 4/2 312 0 2 1 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop{Ihs 1 in}: 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
On Rods{ft}: y❑ 3 v a� iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o v
a Q E �� o a o w e o-N p� C]
Cl 2 JAfter Hours{ft}: u, r�� o}' o a .. �, J N
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules and limestone 4.5+ 17 43 23 20
fragments 1 0
Tan LIMESTONE with shale seams 100/
3.501,
100/
5 6.75"
100/ 8
10 4.75"
14.0
Gray LIMESTONE with shale seams 100/
15 2.25"
100/ 9
20 20.0 1.01,
TEST BORING TERMINATED AT 20 FT.
ALPHA #XTESTING sorts Brush Creek ad. BORING NO.: 7
Fnrf Worth. Texus 76119
Phone:817-446-5600 heel 1 of 1
Far., 817-446-5608 PROJECT NO.: W211166
WHERE IT ALL BEGI N S ti+'ww.alphatesting.con)
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w On Rods{ft}: NONE o N u`? []"c r °1 a) E J a
r DRYod =o o E =o 0o og o
f6 ►After Hours(ft):
z m U o o 6 n N
[� N o �a a ?N ? n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules and limestone 89 29 60
fragments 0.5
Tan LIMESTONE with shale seams 100/
5.50"
100/
5 9.50"
100/ 11
10 8.08"
100/ 9
15 3.0"
17.0
Gray LIMESTONE with shale seams
100/ 13
20 20.0 1.50"
TEST BORING TERMINATED AT 20 FT.
Brus7
reek
ALPHA #\ TESTING Fini Werth texas 76 BORING NO.: $
Fnr1 ii�orth, Texas 76 f 14
Phone:817-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
On Rods(ft}; y❑ 0 3 v� 'N� �^ c iD —
r /After Drilling(ftj: DRY °1 aC7 a a E �1� (a4 ' o v
a Q n 0� p a o w e o-N p� C] 73 H
a 2 JAfter Hours(ft): E a, 0 o D o a .. �, J � � N
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
4.5 21
4.5+ 19 67 20 47 0A
4.0
Tan LIMESTONE with shale seams 100/
5 1.25'
100/
10 8.0"
100/
15 6.50"
100/ 9
20 20.0 4.25"
TEST BORING TERMINATED AT 20 FT.
ALPHA #XTESTING Fort Brush Creek ad. BORING NO.: 9
Fnrf Worth. Texus 76119
Phone:817-446-5600 heel 1 of 1
Far., 817-446-5608 PROJECT NO.: W211166
WHERE IT ALL BEGI N S ti+'ww.alphatesting.con)
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w On Rods{ft}: NONE o N u`? []"c r °1 a) E J a
r DRYod =o o E =o 0o og o
f6 ►After Hours(ft):
z m U o o 6 n N
[� N cr �a a ?N ? M n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules and limestone
fragments
4.0 32 91 27 64
2.0
Tan LIMESTONE with shale seams 100/
100/
5 7.50"
100/
10 4.75"
100/
15 4.0"
19.0
Gray LIMESTONE with shale seams 100/ 11
20 20.0 2.75"
TEST BORING TERMINATED AT 20 FT.
ALPHA *tXTESTING Foss Brush Creek ad. BORING NO.: 10
Fnrf Worth. Texus 76119
Phone:817-446-5600 Sheet 1 of
Far. 817-446-5608 PROJECT NO.: W211166
W" ERE IT ALL BEGINS ti+'ww.a/pharesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ibs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m � _ x
w On Rods(ft}: NONE o N �,m �v r � E J
r '/After drilling(ft): DRY n od =o o E =o, <0o �a o o
f6 ''After Hours(ft}:
0 U � p 2 o `m 6 � N N
[� N o �a a ?N ? n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules and limestone
fragments
4.5 21 62 24 3$
2.0
Tan LIMESTONE with shale seams 100/ 7
1.25"
100/
5 5.25"
100/ 4
10 5.50"
13.0
Gray LIMESTONE with shale seams
100/
15 2.0"
100/ 8
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT.
ALPHA #XTESTING Fort Brush Creek ad. BORING NO.: 11
Fnrf Worth. Texus 76119
Phone:817-446-5600 heel 1 of 1
Far., 817-446-5608 PROJECT NO.: W211166
WHERE IT ALL BEGI N S ti+'ww.alphatesting.con)
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/23/2021 End Date: 4/23/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w On Rods{ft}: NONE o N u`? []"c r °1 a) E J a
r ■After drilling(ftJ: DRY n od =o o E =o, 0o �a o o
a a V� ❑- o_ o w U
f6 ►After Hours(ft}:
z m U o o 6 n N
[� N cr �a a ?N ? M n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
4.5 27
4.5+ 18
4.0
Tan CLAY with calcareous nodules
1/.
5 4.5+ 13 35 14 21 0.0
6.0
Tan LIMESTONE with shale seams 100/
9.50"
100/
10 10.0"
12.0
TAN CLAY
13.0
Tan LIMESTONE with shale seams
100/ 11
15 5.75"
17.0
Gray LIMESTONE with shale seams
100/ 15
20 20.0 2.25"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING snsx Brush Creek AdBORING NO.: 12
Fini Warth, Texas 76114
Phone:817-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphatesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(16s I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w E c o
On Rods{ft}; �❑ 0 3 v� 'N� �^ c iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u,
cn of
ri =rri z ? a- a
MATERIAL DESCRIPTION
Brawn CLAY with calcareous nodules
4.0 23 54 22 32
2.0
Tan CLAY with calcareous nodules and limestone
fragments
4.5+ 19
4.0
Tan LIMESTONE with shale seams 100/
5 8.25"
100/
10 7.50"
11.0
Tan CLAY
12.0
Tan LIMESTONE with shale seams
100/ 13
15 5.50"
16.0
Tan CLAY
17.0
Tan LIMESTONE with shale seams
18.0
Gray LIMESTONE with shale seams
100/ 13
20 20.0 3.25"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING snsx Brush Creek AdBORING NO.: 13
Fini Warth, Texas 76114
Phone:817-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphatesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ibs I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
On Rods{ft}; �❑ 0 3 v� 'N� �^ c iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u,
cn of
ri =rri z ? a- a
MATERIAL DESCRIPTION
Brawn CLAY with calcareous nodules
3.5 35
4.0 3.5 103 23 60 22 38
4.0
Tan CLAY with calcareous nodules
5 4.5+ 15
6.0
Tan LIMESTONE with shale seams 100/
8.25"
8.0
Tan CLAY
9.0
Tan LIMESTONE with shale seams 100/
10 6.50"
12.0
Tan CLAY
13.0
Tan LIMESTONE with shale seams
100/
15 6.50"
16.0
Tan CLAY
17.0
Tan LIMESTONE with shale seams
100/ 10
20 20.0 8.0"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING snsx Brush Creek AdBORING NO.: 14
Fini Warth, Texas 76114
Phone:817-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphatesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(16s I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w E c o
On Rods{ft}; �❑ 0 3 v� 'N� �^ c iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u, r�� o}' o a .. �, J N
cn ri =rri z ? rl a
MATERIAL DESCRIPTION
Brawn CLAY with calcareous nodules
4.0 34
2.0
Tan CLAY with calcareous nodules
4.5+ 14
5 4.0 16 41 16 25 0.0
6.0
Tan LIMESTONE with shale seams 100/
8.50"
100/
10 7.25"
12.0
Tan CLAY
13.0
Tan LIMESTONE with shale seams
100/
15 5.50"
100/ 14
20 20.0 4.0"
TEST BORING TERMINATED AT 20 FT.
ALPHA #XTESTING Fort Brush Creek ad. BORING NO.: 15
Fnrf Worth. Texus 76119
Phone:817-446-5600 heel 1 of 1
Far., 817-446-5608 PROJECT NO.: W211166
WHERE IT ALL BEGI N S ti+'ww.alphatesting.con)
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w On Rods{ft}: NONE o N u`? []"c r °1 a) E J a
r DRYod =o o E =o 0o og o
f6 ►After Hours(ft):
z m U o o 6 n N
[� N o �a a ?N ? M n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules and limestone 4.5 19 38 20 18
fragments 0.5
Tan LIMESTONE with shale seams 100/
5.75"
100/
5 5.75"
100/ 7
10 3.50"
15
16.0
Gray LIMESTONE with shale seams
100/ 8
20 20.0 1.75"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING F Brusht'rRd. BORING NO.: 6
Fnrini 1 Worth, Texas 76119
Phone:817-496-5600 beet 1 of 1
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/23/2021 End Date: 4/2 312 0 2 1 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop{Ihs 1 in}: 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w .°� NONE o N `m U �v w E t= c o
On Rods{ft}; �� 0 3 v� 'NN �^ iD
r ■After Drilling{ft}: DRY T aC7 w o a E m 'C' o v
a C- n �� o a o C o-N per' c] .5
a E ,[After Hours{ft}: E u, [� o ' o a .. �, .
cn �� a ?`r' z ? o a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
4.0 30
4.5+ 22 72 24 48 0.3
4.0
Tan CLAY with calcareous nodules
5 4.5+ 12
4.5+ 10
8.0
Tan LIMESTONE with shale seams
100/
10 9.75"
12.0
Tan CLAY
13.0
Tan LIMESTONE with shale seams
100/
15 5.75"
100/ 14
20 20.0 3.50"
TEST BORING TERMINATED AT 20 FT.
ALPHA #XTESTING Fort Brush Creek ad. BORING NO.: 17
Fnrf Worth. Texus 76119
Phone:817-446-5600 heel 1 of 1
Far., 817-446-5608 PROJECT NO.: W211166
WHERE IT ALL BEGI N S ti+'ww.alphatesting.con)
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w On Rods{ft}: NONE o N u`? []"c r °1 a) E J a
r DRYod =o o E =o 0o og o
f6 ►After Hours(ft):
z m U o o 6 n N
[� N cr �a a ?N ? M n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
4.5 22 68 22 48
4.5+ 20
4.0
Tan LIMESTONE with shale seams 100/
5 3.0"
100/
10 5.75"
100/ 9
15 4.50"
19.0
Gray LIMESTONE with shale seams 100/ 10
20 20.0 3.0"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING snsx Brush Creek AdBORING NO.: 18
Fini Warth, Texas 76114
Phone:817-496-5600 of 1
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphatesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ibs I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w E c o
On Rods{ft}; �� 0 3 v� NN �^ iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u,
cn of
ri =rri z ? a- a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
3.75 35
4.5 4.3 109 19 5B 20 38
4.0
Tan CLAY with calcareous nodules
5 S
6.0
Tan LIMESTONE with shale seams 100/
8.50"
100/
10 10.0 19.501,
Tan CLAY
11.0
Tan LIMESTONE with shale seams
100/
15 7.50"
100/
20 20.0 5.0"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING snsx Brush Creek AdBORING NO.: 19
Fini Warth, Texas 76114
Phone:817-496-5600 of 1
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphatesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(16s I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w E c o
On Rods{ft}; �� 0 3 v� NN �^ iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u, r�� o}' o a .. �, J N
cn ri =rri z ? rl a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
4.0 36
4.5 26
4.0
Tan CLAY with calcareous nodules
5 4.5+ 14 24 16 8 0.0
6.0
Tan LIMESTONE with shale seams 100/
1.25
100/
10 8.75"
11.0
Tan CLAY
12.0
Tan LIMESTONE with shale seams
13.0
Tan CLAY
14.0
Tan LIMESTONE with shale seams 100/
15 8.25"
17.0
Tan CLAY
18.0
Tan LIMESTONE with shale seams
100/ 11
20 1 20.0 1.0"
TEST BORING TERMINATED AT 20 FT.
ALPHA #NJESTING Foss Brush Creek ad. BORING NO.: 20
Fnrf Worth. Texus 76119
Phone:817-446-5600 Sheet 1 of
Far. 817-446-5608 PROJECT NO.: W211166
W" ERE IT ALL BEGINS ti+'ww.a/pharesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(16s 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w 9 'On Rods(ft): NONE o N �m 0v a75 N a) � E J
r '/After drilling(ft): DRY n od =o o E =o, �o �a o o
f6 lAfter Hours(ft):
Q1 U 0 e 6 M N rp
[� z ? n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules and limestone
fragments
3.0 26 36 19 17
2.0
Tan LIMESTONE with shale seams 100/
4.0"
100/
5 0.50'
100/
10 7.50"
100/
15 6.25"
100/ 11
20 20.0 6.25"
TEST BORING TERMINATED AT 20 FT.
ALPHA *tXTESTING Foss Brush Creek ad. BORING NO.: 21
Fnrf Worth. Texus 76119
Phone:817-446-5600 Sheet 1 of
Far. 817-446-5608 PROJECT NO.: W211166
W" ERE IT ALL BEGINS ti+'ww.a/pharesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/23/2021 End Date: 4/23/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ibs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m � _ x
w On Rods(ft}: NONE o N �,m �v r � E J
r '/After drilling(ft): DRY n od =o o E =o, <0o �a o o
f6 ''After Hours(ft}:
0 U � p 2 o `m 6 M N N
[� N o �a a ?N ? n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
3.25 37
3.75 25 75 23 52 0.8
5 3.5 30
6.0
Brown CLAY with calcareous nodules and limestone
fragments
4.5+ 17
4.5+ 16
10 10.0
Tan LIMESTONE with shale seams
100/ 15
15 3.75"
16.0
Gray LIMESTONE with shale seams
100/ 6
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT.
reek Ad
Fosrx ht BORING NO.: 22ALPHA #\ TESTING Fn1 Warth, Texas 76114 Phone:81 7-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphalesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/23/2021 End Date: 4/2 312 0 2 1 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ibs I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
On Rods{ft}; �❑ 0 3 v� 'N� �^ c iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u, o a ..
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brawn CLAY with calcareous nodules
3.25 33 78 25 53
2.0
Brown CLAY with calcareous nodules and limestone
fragments
4.0 25
4.0
Tan LIMESTONE with shale seams 100/
5 7.75"
8.0
Tan CLAY
9.0
Tan LIMESTONE with shale seams 100/
10 7.75"
100/ 14
15 3.50"
16.0
Gray LIMESTONE with shale seams
100/ 5
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT.
reek Ad
Fosrx ht BORING NO.: 23ALPHA #\ TESTING Fn1 Warth, Texas 76114 Phone:81 7-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphalesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ibs I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w E c o
On Rods{ft}: y❑ 3 v a� iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u, r�� o}' o a .. �, J N
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brawn CLAY with calcareous nodules
3.75 31
2.0
Tan CLAY with calcareous nodules
4.5 23
5 4.5+ 13
4.5+ 12 29 13 16 0.0
8.0
Tan LIMESTONE with shale seams
100/
10 9.01,
11.0
Tan CLAY
12.0
Tan LIMESTONE with shale seams
13.0
Tan CLAY
14.0
Tan LIMESTONE with shale seams 100/ 13
15 4.25"
100/ 9
20 20.0 L 2.50"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING F Brusht'rRd. BORING NO.: 24
Fnrini 1 Worth, Texas 76119
Phone:817-496-5600 beet 1 of 1
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop{Ihs 1 in}: 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
On Rods{ft}; �❑ 0 3 v� 'N� �^ c iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o v
a Q E �� o a o w e o-N p� C]
Cl 2 JAfter Hours{ft}: u, r�� o}' o a .. �, J N
cn a =rri z ? o a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
3.0 35
3.5 30
4.0
Tan CLAY with calcareous nodules
5 4.5+ 14 59 18 41 0.7
4.5+ 10
8.0
Tan LIMESTONE with shale seams
100/
10 7.0"
11.0
Tan CLAY
12.0
Tan LIMESTONE with shale seams
100/ 16
15 6.0
100/ 7
20 20.0 2.25"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING snsx Brush Creek AdBORING NO.: 25
Fini Warth, Texas 76114
Phone:817-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphatesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ibs I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w E c o
On Rods{ft}; �❑ 0 3 v� 'N� �^ c iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u,
cn of
ri =rri z ? a- a
MATERIAL DESCRIPTION
Brawn CLAY with calcareous nodules
4.5 25
2.0
Tan CLAY with calcareous nodules and limestone
fragments
4.5+ 17 37 18 19
4.0
Tan LIMESTONE with shale seams 100/
5
100/
10 8.0"
12.0
Tan CLAY
13.0
Tan LIMESTONE with shale seams
100/
15 6.25"
100/ 13
20 20.0 4.25"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING snsx srrtsi:Creek AdBORING NO.: 26
Fini Warth, Texas 76114
Phone:817-496-5600 of 1
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphatesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ibs I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w E c o
On Rods{ft}; �� 0 3 v� NN �^ iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u,
cn of
ri =rri z ? a- a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules and limestone
fragments
4.5+ 20 48 22 26
2.0
Tan LIMESTONE with shale seams 11001
3.25"
100/
5 8.75"
100/
10 4.50"
100/
15 5.75"
17.0
Tan CLAY
18.0
Tan LIMESTONE with shale seams
100/ 4.5+ 17
20 20.0 7
TEST BORING TERMINATED AT 20 FT.
Brus7
reek
ALPHA #\ TESTING Fini Warth texas 76 BORING NO.: 27
Fnr1 ii�orth, Texas 76 f 14
Phone:817-496-5600 beet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop{Ihs 1 in}: 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
VOn Rods{ft}; �❑ 0 3 v� 'N�
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o v
a Q- n �� p a o w e o N
Cl 2 JAfter Hours{ft}: u, o a ..
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules and limestone 4.5 15 42 20 22
fragments 1 0
Tan LIMESTONE with shale seams 100/
3.501,
100/
5 7„
100/
10 6.50"
100/
15 6.0"
100/ 12
20 20.0 2.25"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING Fosx Brus7h Creek 76. BORING NO.: 28
Fnr1 ii�artorrh, Texas 76119
Phone:817-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphalesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(16s I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w E c o
On Rods{ft}: y❑ 3 v a� iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u, r�� o}' o a .. �, J N
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brawn CLAY with calcareous nodules
4.5 23
2.0
Tan CLAY with calcareous nodules
4.5+ 16 37 17 20 0.0
5 4.5+ 15
6.0
Tan LIMESTONE with shale seams 100!
0.33
100/ 15
10 7.75"
100/ 12
15 5.0"
19.0
Gray LIMESTONE with shale seams 100/ 11
20 20.0 2.25"
TEST BORING TERMINATED AT 20 FT.
Brus7
reek
ALPHA #\ TESTING Fini Warth texas 76 BORING NO.: 29
Fnr1 ii�orth, Texas 76 f 14
Phone:817-496-5600 beet 1 of 1
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/20/2021 End Date: 4/2 012 0 2 1 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop{Ihs 1 in}: 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o rn `m U �v w t= c o
VOn Rods{ft}; �❑ 0 3 v� 'N�
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o v
a Q E �� o a o w e o-N p� C]
Cl 2 JAfter Hours{ft}: u,
cn a =rri z ? o a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
3.5 33
4.5 3.7 97 26 85 28 57
4.0
Brown CLAY with calcareous nodules and limestone
5 fragments
4.5 25
6.0
Tan LIMESTONE with shale seams
100/
8.0 6.25„
Tan CLAY
4.5+ 11 30 14 16
10 10.0
Tan LIMESTONE with shale seams
100/ 6
15 3.0"
17.0
Gray LIMESTONE with shale seams
100/ 27
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT.
Brus7
reek
ALPHA #\ TESTING Fini Warth texas 76 BORING NO.: 30
Fnr1 ii�orth, Texas 76 f 14
Phone:817-496-5600 beet 1 0
f 1
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/20/2021 End Date: 4/2 012 0 2 1 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop{Ihs 1 in}: 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
VOn Rods{ft}; �❑ 0 3 v� 'N�
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o v
a Q E �� o a o w e o-N p� C]
Cl 2 JAfter Hours{ft}: u, o a ..
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
4.5 22
4.5+ 21
5 4.5+ 20 71 22 49 1.1
4.5+ 19
8.0
Tan CLAY with calcareous nodules
4.5+ 16
10 10.0
Tan LIMESTONE with shale seams
14.0
Gray LIMESTONE with shale seams 100/
15 2.25"
100/ 12
20 20.0 0.15"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING sosx arch Creekexas 76 BORING NO.: 31
Fnr1 ii�orrh, Texas 76 f 14
f 1
Phone:81 7-496-5600 heet 1 a
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphalesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ibs I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
On Rods{ft}: y❑ 3 v a� iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u, r�� o}' o a .. �, J N
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brawn CLAY with calcareous nodules
3.0 33
4.0 22 75 23 53 0.0
4.0
Tan LIMESTONE with shale seams 100/
5 1.25'
100/ 12
10 7.75"
13.0
Tan CLAY
14.0
rr—
Tan LIMESTONE with shale seams 100/ 10
15 2.0"
17.0
Gray LIMESTONE with shale seams
100/ 6
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT.
Brus7
reek
ALPHA #\ TESTING Fini Warth texas 76 BORING NO.: 32
Fnr1 ii�orth, Texas 76 f 14
Phone:817-496-5600 beet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
VOn Rods(ft}; y❑ 0 3 v� 'N� �^ c E —
r /After Drilling(ftj: DRY °1 aC7 a a E � (a4 ' o -v
a Q n 0� p a o w e o-N p� C] 73 H
a 2 JAfter Hours(ft): E a, 0 o D o a .. �, J � � N
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
3.0 36
4.5 24
5
4.5+ 1$
6.0
Tan CLAY with calcareous nodules
4.5+ 9 49 18 31 0.0
4.5+ 16
10 10.0
Tan LIMESTONE with shale seams
100/ 12
15 3.50"
17.0
Gray LIMESTONE with shale seams
100/ 7
20 20.0 2.0"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING Fosx Brus7h tTe 76 BORING NO.: 33
Fnr1 ii�arcorrh, Texas
xor 76 f 14
Phone:81 7-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphalesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ibs I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �°' w t= c o
On Rods{ft}: y❑ 3 v a� iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u, o a ..
cn a =rri z ? o a
MATERIAL DESCRIPTION
Brawn CLAY with calcareous nodules
4.0 31
4.5+ 18 65 20 45
4.0
Tan CLAY with calcareous nodules
5 4.5+ 16
6.0
Tan LIMESTONE with shale seams 100/
$.50"
100/
10 7.25"
11.0
Tan CLAY
12.0
Tan LIMESTONE with shale seams
100/ 10
15 4.50"
18.0
Gray LIMESTONE with shale seams
100/ 7
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT.
ALPHA #NJESTING Foss Brush Creek ad. BORING NO.: 34
Fnrf Worth. Texus 76119
Phone:817-446-5600 Sheet 1 of
Far. 817-446-5608 PROJECT NO.: W211166
W" ERE IT ALL BEGINS ti+'ww.a/pharesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(16s 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w 9 'On Rods(ft): NONE o N �m 0v aN a) � E J
r '/After drilling(ft): DRY n od =o o E =o, �o �a o o
f6 lAfter Hours(ft):
Q1 U 0 e 6 M N rp
[� z ? n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
4.5 28
4.5+ 21
4.0
Tan CLAY with calcareous nodules
5 4.5+ 3.6 113 16 47 19 28
6.0
Tan LIMESTONE with shale seams 100/
9.25"
100/
10 8.50"
12.0
Tan CLAY
13.0
Tan LIMESTONE with shale seams
100/
15 5.75"
17.0
Tan CLAY 17.5
Tan LIMESTONE with shale seams
100/ 13
20 20.0 4.0"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING Fosx Brus7h Creek 76. BORING NO.: 35
Fnr1 ii�artorrh, Texas 76119
Phone:81 7-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphalesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(16s I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
On Rods{ft}: y❑ 3 v a� iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u, o a ..
cn a =rri z ? o a
MATERIAL DESCRIPTION
Brawn CLAY with calcareous nodules
4.0 26
4.5+ 11 47 19 28 0.0
4.0
Tan CLAY with calcareous nodules
5 4.5+ is
6.0
Tan LIMESTONE with shale seams 100/
9.25"
100/
10 8.50"
11.0
Tan CLAY
12.0
Tan LIMESTONE with shale seams
100/ 12
15 6.0"
16.0
Gray LIMESTONE with shale seams
100/ 11
20 20.0 3.0"
TEST BORING TERMINATED AT 20 FT.
ALPHA #XTESTING Fort Brush Creek ad. BORING NO.: 36
Fnrf Worth. Texus 76119
Phone:817-446-5600 heel 1 of 1
Far., 817-446-5608 PROJECT NO.: W211166
WHERE IT ALL BEGI N S ti+'ww.alphatesting.con)
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/20/2021 End Date: 4/20/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w On Rods{ft}: NONE o N u`? []"c r °1 a) E J a
r DRYod =o o E =o 0o og o
f6 ►After Hours(ft):
z m U o o 6 n N
[� N cr �a a ?N ? M n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
3.25 31
4.5 22
5
4.5+ 24
6.0
Tan CLAY with calcareous nodules
4.5+ 16 42 18 24
f
4.5+ 18
10 10.0
Tan LIMESTONE with shale seams
100/ 10
15 3.75"
17.0
Gray LIMESTONE with shale seams
100/ 6
20 20.0 1 1.25"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING F Brusht'rRd. BORING NO.: 37
Fnrini 1 Worth, Texas 76119
Phone:817-496-5600 beet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/20/2021 End Date: 4/2 012 0 2 1 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop{Ihs 1 in}: 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
On Rods{ft}; �❑ 0 3 v� 'N� �^ c iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o v
a Q E �� o a o w e o-N p� C]
Cl 2 JAfter Hours{ft}: u, r�� o}' o a .. �, J N
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
2.75 36
4.0 30
5 4.5 25 76 24 52
4.0 24
8.0
Tan CLAY with calcareous nodules
4.5 22
10 10.0
Tan LIMESTONE with shale seams
100/ 9
15 2.25"
16.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT.
Brus7
reek
ALPHA #\ TESTING Fini Warth texas 76 BORING NO.: 38
Fnr1 ii�orth, Texas 76 f 14
Phone:817-496-5600 beet 1 of 1
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/20/2021 End Date: 4/2 012 0 2 1 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
VOn Rods(ft}; y❑ 0 3 v� 'N� �^ c E —
r /After Drilling(ftj: DRY °1 aC7 a a E � (a4 ' o -v
a Q n 0� p a o w e o-N p� C] 73 H
a 2 JAfter Hours(ft): E a, 0 o D o a .. �, J � 0 N
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
3.0 36
4.0 24
5 4.0 23
6.0
Tan CLAY with calcareous nodules
4.5+ 20
4.5+ 17 45 19 26
10 10.0
Tan LIMESTONE with shale seams
100/ 8
15 1.75"
16.0
Tan CLAY
17.0
Gray LIMESTONE with shale seams
13
20 20.0
TEST BORING TERMINATED AT 20 FT.
Brus7
reek
ALPHA #\ TESTING Fini Warth texas 76 BORING NO.: 39
Fnr1 ii�orth, Texas 76 f 14
Phone:817-496-5600 beet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/20/2021 End Date: 4/2 012 0 2 1 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop{Ihs 1 in}: 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
VOn Rods{ft}: �❑ 3 v a� 'NN
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e o-N p� C]
Cl 2 JAfter Hours{ft}: u,
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
4.0 35
4.5 26
5 4.5+ 3.6 100 24 84 26 58
4.5 27
8.0
Tan CLAY with calcareous nodules and limestone
fragments
4.5 27
10 10.0
Tan LIMESTONE with shale seams
100/ 8
15 1.25"
17.0
Gray LIMESTONE with shale seams
100/ 8
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING sosx Brus7h Creek 76. BORING NO.: 40
Fnr1 ii�artorrh, Texas 76119
Phone:81 7-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphalesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/20/2021 End Date: 4/2 012 0 2 1 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(16s I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �°' w t= c o
On Rods{ft}; �❑ 0 3 v� 'N� �^ c iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u, o a ..
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brawn CLAY with calcareous nodules
4.0 34
4.5 25 71 23 48
5
4.5+ 1$
4.5 24
8.0
Tan CLAY with calcareous nodules
4.5+ 18
10 10.0
Tan LIMESTONE with shale seams
12.0
Tan CLAY
13.0
Tan LIMESTONE with shale seams
100/ 8
15 1.75"
16.0
Gray LIMESTONE with shale seams
100/ 7
20 20.0 1.50"
TEST BORING TERMINATED AT 20 FT.
Brus7
reek
ALPHA #\ TESTING Fini Warth texas 76 BORING NO.: et
Fnr1 ii�orth, Texas 76 f 14
Phone:817-496-5600 beet 1 0
f 1
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/20/2021 End Date: 4/2 012 0 2 1 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop{Ihs 1 in}: 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o rn `m U �v w t= c o
VOn Rods{ft}; �❑ 0 3 v� 'N�
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o v
a Q E �� o a o w e o-N p� C]
Cl 2 JAfter Hours{ft}: u,
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
4.0 35
4.5+ 23
5
4.5+ 23
3.0 68 22 46
8.0
Brown CLAY with calcareous nodules and limestone
fragments
4.5+ 22
10 10.0
Tan LIMESTONE with shale seams
14.0
Gray LIMESTONE with shale seams 100/ 10
15 2.0"
100/ 9
20 20.0 1.75"
TEST BORING TERMINATED AT 20 FT.
A L P H A #X T E S T I N G KEY TO SOIL SYMBOLS
WHERE IT ALL BEGINS AND CLASSIFICATIONS
SOIL&ROCK SYMBOLS RELATIVE DENSITY OF COHESIONLESS SOILS (blowslft)
® (CH),High Plasticity CLAY VERY LOOSE 0 TO 4
LOOSE 5 TO 10
® (CL),Low Plasticity CLAY MEDIUM 11 TO 30
DENSE 31 TO 50
(SC),CLAYEY SAND VERY DENSE OVER 50
(SP),Poorly Graded SAND
(SW),Weli Graded SAND SHEAR STRENGTH OF COHESIVE SOILS (tsf)
' [SM},SILTY SAND VERY SOFT LESS THAN 0.25
�•.
SOFT 0.25 TO 0.50
Fm
(MIL),SILT FIRM 0.50 TO 1.00
STIFF 1.00 TO 2,00
® (MH),Elastic SILT VERY STIFF 2.00 TO 4,00
HARD OVER 4.00
® LIMESTONE
® SHALE IMARL RELATIVE DEGREE OF PLASTICITY(PI)
LOW 4 TO 15
ID SANDSTONE MEDIUM 16 TO 25
o❑ HIGH 26 TO 35
(GP),Poorly Graded GRAVEL VERY HIGH OVER 35
,. (GW),Well Graded GRAVEL
® (GC),CLAYEY GRAVEL
RELATIVE.PROPORTIONS{,°IoJ
(GM),SILTY GRAVEL
TRACE 1 TO 10
(OL),ORGANIC SILT LITTLE 11 TO 20
SOME 21 TO 35
® (OH),ORGANIC CLAY AND 36 TO 50
FILL
SAMPLING SYMBOLS PARTICLE SIZE IDENTIFICATION [DIAMETER]
■ SHELBY TUBE(3"OD except where BOULDERS 8.0"OR LARGER
noted otherwise) COBBLES 3.0"TO 8.0"
® SPLIT SPOON{2"OD except where COARSE GRAVEL 0.75"TO 10"
noted otherwise} FINE GRAVEL 5.0 mm TO 3.0"
® AUGER SAMPLE COURSE SANE) 2.0 mm TO 5.0 mm
MEDIUM SAND 0.4 mm TO 5.0 mm
TEXAS CONE PENETRATION FINE SAND 0.07 mm TO 0.4 mm
SILT 0.002 mm TO 0.07 mm
ROCK CORE(2"ID except where CLAY LESS THAN 0.002 mm
noted otherwise)
ALPHA �'k T E STING Gevtechnical 3058 Brush Creek Road Tel:817-496-5600
Construction Materials Fort Worih. Texas 76119 Fax:817-496-5608
Environmental www.alphatestirig.com
WHERE IT ALL BEGINS TBPE Firm No.813
August 30, 2021
GRBK Edgewood, LLC
2805 N. Dallas Parkway, Suite 400
Fort Worth, Texas 75093
Attention: Mr. Brian Hunnicutt
Re: Pavement Recommendations
Madera Phase 2
NWC of Rancho Canyon Way and Sendera Ranch Blvd
Fort Worth, Texas
ALPHA Report No. W211166-A
Submitted herein are the recommended pavement sections for the proposed subdivision (Madero
Phase 2). The proposed subdivision is generally located about 800 ft north of Fallingwater Trail,
on the west side of the future extension of Sendera Ranch Road in Fort Worth, Texas. This study
was authorized by Mr. Bobby Samuel with a Scope of Work addendum (to the Master Service
Agreement) dated April 16, 2021 and performed in accordance with ALPHA Proposal No.
83462 dated April 13, 2021. This report is an extension of ALPHA Report No. W210991 dated
July 28, 2021 containing geotechnical recommendations for residential foundations.
The purpose of this study is to develop pavement sections for the planned streets in the subject
subdivision in accordance with the City of Fort Worth Pavement Design Manual (January 2015).
We understand the proposed streets within the subdivision could be classified as "Residential-
Urban", "Collector"or"Arterial", as described in the referenced manual.
PURPOSE AND SCOPE
The purpose of this geotechnical exploration is for ALPHA TESTING, INC. (ALPHA) to
evaluate for GRBK Edgewood, LLC (Client) some of the physical and engineering properties of
subsurface materials at selected locations on the subject site with respect to formulation of
appropriate geotechnical design parameters for the proposed pavement. The field exploration
was accomplished by securing subsurface samples from widely spaced test borings performed
across the expanse of the site. Engineering analyses were performed from results of the field
exploration and results of laboratory tests performed on representative samples.
Also included are general comments pertaining to reasonably anticipated construction problems
and recommendations concerning earthwork and quality control testing during construction.
This information can be used to evaluate subsurface conditions and to aid in ascertaining
construction meets project specifications.
Dallas*Fort Worth o Houston*San Antonio
ALHA Report No. W211166-A #X
Recommendations provided in this report were developed from information obtained in test
borings depicting subsurface conditions only at the specific boring locations and at the particular
time designated on the logs. Subsurface conditions at other locations may differ from those
observed at the boring locations, and subsurface conditions at boring locations may vary at
different times of the year. The scope of work may not fully define the variability of subsurface
materials and conditions that are present on the site.
The nature and extent of variations between borings may not become evident until construction.
If significant variations then appear evident, our office should be contacted to re-evaluate our
recommendations after performing on-site observations and possibly other tests.
SUMMARY OF RECOMMENDATIONS
Table A contains a summary of pavement section requirements for proposed streets at the subject
project.
TABLE A
Summary of Pavement Section Requirements
Street Classification Residential-Urban Collector Arterial
PCC Pavement Thickness(in)placed 6 7'/2 10
on lime stabilized subgrade soil
28-day Concrete Compressive 3,600 3,600 3,600
Strength(psi)
Subgrade Treatment 6 inches Lime 8 inches Lime 8 inches Lime
Application Rate(lbs per sq yd) 30 36 36
Reinforcing Bar No. 3 3 4
Reinforcing Bar Spacing(in) 18 18 18
Further recommendations and analyses used to develop the summary in Table A are provided
further in this report.
FIELD EXPLORATION
Subsurface conditions on the site were explored by drilling a total of 41 test borings to a depth of
about 20 ft. The test borings were performed in general accordance with ASTM D 420 using
standard rotary drilling equipment. The approximate location of each boring is shown on the
attached Boring Location Plan, Figure 1.
Subsurface types encountered during the field exploration are presented on the attached Log of
Boring sheets (boring logs). These boring logs contain our Field Technician's and Engineer's
interpretation of conditions believed to exist between actual samples retrieved. Therefore, the
boring logs contain both factual and interpretive information. Lines delineating subsurface strata
on the boring logs are approximate and the actual transition between strata may be gradual.
2
ALHA Report No. W211166-A #NL
LABORATORY TESTS
Selected samples of the subsurface materials were tested in the laboratory to evaluate their
engineering properties as a basis in providing recommendations for pavement sections design
and earthwork construction. The following laboratory tests were performed to facilitate
pavement section recommendations:
• Moisture Content(ASTM D 2216)
■ Atterberg-Limits (ASTM D 4318)
■ Unconfined Compressive Strength(ASTM D 2166)
• Sulfate Content (TX-145-E Part 11)
• Lime Series(Plasticity Index vs. Lime Content)
GENERAL SUBSURFACE CONDITIONS
Based on geological maps available from the Bureau of Economic Geology, published by The
University of Texas at Austin, the project site lies within the undivided Fort Worth Limestone
and Duck Creek formation. This undivided formation generally consists of alternating layers of
limestone and marl (limey shale), Residual overburden soils associated with these undivided
formations generally consist of clay soils characterized by moderate to high shrink-swell
potential.
Subsurface conditions encountered in most of the borings generally consisted of clay to depths of
about % ft to 10 ft underlain by tan and gray limestone with shale seams to the 20 ft termination
depth. About half of the borings also encountered interlayers of clay within the limestone
stratum. More detailed stratigraphic information is presented on the attached Log of Boring
sheets.
Clay and limestone encountered in the borings are relatively impermeable and are expected to
have a slow response to water movement. Therefore, several days of observation would be
required to evaluate actual groundwater levels within the depths explored. Also, the
groundwater level at the site is anticipated to fluctuate seasonally depending on the amount of
rainfall,prevailing weather conditions and subsurface drainage characteristics.
Free groundwater was not encountered in the borings. However, it is common to encounter
seasonal groundwater from natural fractures within the clayey matrix, at the soil/rock (limestone
or shale) interface or from fractures in the rock (limestone or shale), particularly during or after
periods of precipitation. If more detailed groundwater information is required, monitoring wells
or piezometers can be installed.
Further details concerning subsurface materials and conditions encountered can be obtained from
the attached boring logs.
3
ALHA Report No. W211166-A #NL
ENGINEERING ANALYSIS AND RECOIVIENDATIONS
Calculations used to determine the required pavement thickness are based only on the physical
and engineering properties of the materials and conventional thickness determination procedures.
Related civil design factors such as subgrade drainage, shoulder support, cross-sectional
configurations, surface elevations,joint design and environmental factors will significantly affect
the service life and must be included in preparation of the construction drawings and
specifications but were not included in the scope of this study. Normal periodic maintenance
will be required for all pavement to achieve the design life of the pavement system.
Pavement Sub2rade Preparation
Based on review of the borings and preliminary grading plans provided by LJA Engineering, Inc.
(Project No. NT600-0112, Sheets 58 through 66 dated April 2021), we expect the pavement
subgrade could consist of clay soils or similar onsite materials used for grading the site. The
pavement subgrade could also consist of limestone in some areas depending on the given
location along the alignment and grading requirements. Since the subgrade conditions and
required treatments could vary along the proposed road alignment, ALPHA should be retained to
observe construction to verify conditions are as expected. Also, we should be provided with the
final grading plan for review prior to construction to verify or modify in writing the
recommendations contained in this report.
The exposed clayey surface soils should be scarified to a depth of 6 inches and 8 inches for
Residential Urban and Collector/Arterial streets, respectively, and mixed with a minimum 30 and
36 lbs per sq yard of hydrated lime (by dry soil weight) in conformance with TxDOT Standard
Specifications Item 260. The application rate for Residential Urban streets is the minimum
required by the City of Fort Worth. The application rate for Collector/Arterial streets is based on
a 6 percent application rate, assuming a dry unit soil weight of 100 pcf for the pavement
subgrade. The results of a lime series test performed on a representative clay sample are
attached(Figure 2).
We recommend lime stabilization procedures extend at least 1 ft beyond the edge of the
pavement to reduce effects of seasonal shrinking and swelling upon the extreme edges of
pavement. The soil-lime mixture should be compacted to at least 95 percent of standard Proctor
maximum dry density(ASTM ❑ 698) and within the range of 0 to 4 percentage points above the
mixture's optimum moisture content. In all areas where hydrated lime is used to stabilize
subgrade soil, routine Atterberg-limit tests should be performed to verify the resulting plasticity
index of the soil-lime mixture is at/or below 15.
Mechanical lime stabilization of the pavement subgrade soil will not prevent normal seasonal
movement of the underlying untreated materials. Pavement and other flatwork constructed at
final grades as could experience soil-related potential seasonal movements of up to about 6
inches depending on the depth of limestone from final grade. Potential seasonal movements are
discussed in more detail in ALPHA Report No. W210991 performed for the residential
foundations to be constructed at the site.
4
ALHA Report No. W211166-A #X
Lime stabilization of the pavement subgrade is not required where the pavement subgrade
consists of limestone. In pavement areas where limestone is exposed after final subgrade
elevation is achieved, on-site lime stabilized clay cuttings, on-site processed limestone cuttings,
or flexible base material could be used as a leveling course (as needed) to provide a smooth
surface for placement of the pavement.
California Bearing Ratio (CBR) tests were not performed for this specific project. However,
based on our experience in the area and similar conditions, the CBR value for the natural clay
soil is estimated to be about 3. Following improvement with lime, the CBR value for the lime
stabilized clayey soils is expected to be at least 10. The CBR values of limestone, properly
compacted on-site processed limestone and properly compacted flexible base material as
discussed above are also expected to be at least 10.
Portland Cement Concrete Pavement Section
Using the 1993 AASHTO pavement design procedures (WinPAS computer program distributed
by American Concrete Pavement Association), the following design parameters were used in
analyses of the PCC pavement section.
• Compressive strength of concrete 3,600 psi at 28 days
• Modulus of Elasticity 4,000,000 psi
■ Modulus of Rupture 620 psi
• Modulus of Subgrade Reaction* 280 pci
■ Load Transfer Co-efficient 3.0
■ Drainage Coefficient 1.0
• Initial PSI 4.5
• Terminal PSI for 2.0 (Residential Urban)
2.25 (Collector)
2.5 (Arterial)
■ Standard Deviation 0.39
■ Reliability 85 percent
*Subgrade prepared with lime stabilization or graded limestone as discussed in the previous
section.
Using the Street Classification of"Residential-Urban" as described in the referenced Fort Worth
Pavement Design Manual, it is estimated annual traffic volume will be about 35,000 Equivalent
Single Axle Loads (ESALs) in one direction over a 25-year design life with 0.5 percent annual
traffic growth. Based on this, we estimate the cumulative ESALs over the design life of the
Residential Urban street pavement to be about 930,000.
Using the Street Classification of "Collector" as described in the referenced Fort Worth
Pavement Design Manual, the annual traffic volume will be about 100,000 Equivalent Single
Axle Loads (ESALs) in one direction over a 25-year design life with 1.5 percent annual traffic
growth. Based on this, we estimate the cumulative ESALs over the design life of the pavement
to be about 3,000,000.
5
ALHA Report No. W211166-A #X
Using the Street Classification of"Arterial" as described in the referenced Fort Worth Pavement
Design Manual, the annual traffic volume will be about 300,000 Equivalent Single Axle Loads
(ESALs) in one direction over a 30-year design life with 2.5 percent annual traffic growth.
Based on this, we estimate the cumulative ESALs over the design life of the pavement to be
about 13,000,000.
If the actual expected traffic volume is different than used for our analysis herein, our office
should be provided with the actual expected traffic volume so that we can re-evaluate our
recommendations.
Based on the subgrade preparations recommended herein, the projected traffic volume and stated
design parameters, a minimum 6-inch section of Portland cement concrete is required for
Residential Urban classified streets, a minimum 7'Iz-inch section of Portland cement concrete is
required for Collector classified streets and a minimum 10-inch section of Portland cement
concrete is required for Arterial classified streets at this project.
PCC should have a minimum 3,600 psi compressive strength at 28 days. The concrete section
should be placed over a properly prepared subgrade as discussed herein. Concrete should be
designed with 4.5 t 1.5 percent entrained air. Reinforcing steel for concrete pavement should be
in accordance with Table 4.1 of the referenced Pavement Design Manual. Joints and saw-cutting
in concrete should be in accordance with Section Four of the referenced Pavement Design
Manual.
Drainage and Maintenance
Routine maintenance, including sealing of cracks and joints should be performed over the life of
the pavement. Adequate drainage should be provided to reduce seasonal variations in the
moisture content of subgrade soils. Maintaining positive surface drainage throughout the life
of the pavement is essential.
Soluble Sulfates
A total of eight (3) samples obtained from the borings were tested for soluble sulfate
concentrations. Results of the laboratory testing (TxDUT Test Method TEX-145-E Part II) are
summarized in Table B.
TABLE B
Soluble Sulfates
Sample Boring Depth, Material Type Soluble Sulfate,
No. No. ft m IK ( m)
1 28 2-4 Tan CLAY 37
2 32 6-8 Tan CLAY 26
3 40 2-4 Brown CLAY 25
6
ALHA Report No. W211166-A #X
Based on the results of laboratory testing, the soluble sulfate content measured in the samples
tested is considered relatively low (<3,000 ppm). It should be noted that concentrations of
soluble sulfates in soil are typically very localized and concentrations in other areas of the site
could vary significantly. Therefore, it is recommended sulfate sampling/testing be performed
along the pavement subgrade during construction. During construction, experienced
geotechnical personnel should make close observations for possible sulfate reactions.
GENERAL CONSTRUCTION PROCEDURES AND RECOMMENDATIONS
Variations in subsurface conditions could be encountered during construction. To permit
correlation between test boring data and actual subsurface conditions encountered during
construction, it is recommended a registered Professional Engineering firm be retained to
observe construction procedures and materials.
Some construction problems, particularly degree or magnitude, cannot be reasonably anticipated
until the course of construction. The recommendations offered in the following paragraphs are
intended not to limit or preclude other conceivable solutions, but rather to provide our
observations based on our experience and understanding of the project characteristics and
subsurface conditions encountered in the borings.
Site Preparation and Gradins
All areas supporting pavement or areas to receive new fill should be properly prepared. After
completion of the necessary stripping, clearing, and excavating and prior to placing any required
fill, the exposed subgrade should be carefully evaluated by probing and testing. Any undesirable
material(organic material, wet, soil, or loose soil) still in place should be removed.
The exposed subgrade should be further evaluated by proof-rolling with a heavy pneumatic tired
roller, loaded dump truck or similar equipment weighing approximately 25 tons to check for
pockets of soft or loose material hidden beneath a thin crust of possibly better soil. Proof-rolling
procedures should be observed routinely by a Professional Engineer or his designated
representative. Any undesirable material(organic material, wet, soft, or loose soil) exposed from
the proof-roll should be removed and replaced with well-compacted material as outlined in the
Fill Compaction section.
Prior to placement of any fill, the exposed subgrade should then be scarified to a minimum depth
of 6 inches and recompacted as outlined in the Fill Compaction section.
If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one
vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to
provide a minimum bench width of five (5) ft. This should provide a good contact between the
existing soils and new fill materials, reduce potential sliding planes, and allow relatively
horizontal lift placements,
Even if fill is properly compacted as recommended in the Fill Compaction section, fills in excess
of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total
fill thickness. This should be considered when planning or placing deep fills.
7
ALHA Report No. W211166-A #NL
Slope stability analysis of embankments (natural or constructed) and global stability analysis for
retaining walls was not within the scope of this study.
The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring.
Design of these structures should include any imposed surface surcharges. Construction site
safety is the sole responsibility of the contractor, who shall also be solely responsible for the
means, methods and sequencing of construction operations. The contractor should also be aware
that slope height, slope inclination or excavation depths (including utility trench excavations)
should in no case exceed those specified in local, state and/or federal safety regulations, such as
OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations.
Stockpiles should be place well away from the edge of the excavation and their heights should be
controlled so they do not surcharge the sides of the excavation. Surface drainage should be
carefully controlled to prevent flow of water over the slopes and/or into the excavations.
Construction slopes should be closely observed for signs of mass movement, including tension
cracks near the crest, or bulging at the toe. If potential stability problems are observed, a
geotechnical engineer should be contacted immediately. Shoring, bracing, or underpinning
required for the project (if any) should be designed by a professional engineer registered in the
State of Texas.
Due to the nature of the clay soils found near the surface at most of the borings, traffic of heavy
equipment (including heavy compaction equipment) may create pumping and general
deterioration of shallow soils. Therefore, some construction difficulties should be anticipated
during periods when these soils are saturated.
Fill Compaction
The following compaction recommendations pertain to general filling and site grading. The
pavement subgrade should be prepared as discussed in the Pavement Subgrade Preparation
section.
Processed limestone or other rock-like materials used as fill should be compacted to at least 95
percent of standard Proctor maximum dry density. The compacted moisture content of limestone
or other rock-like materials used as fill is not considered crucial to proper performance.
However, if the material's moisture content during placement is within 3 percentage points of
optimum, the compactioe effort required to achieve the minimum compaction criteria may be
minimized. In general, processed limestone used as fill should have a maximum particle size of
6 inches. However, any processed limestone used as fill within 3 ft of the final pavement
subgrade elevation should have a maximum particle size of 3 inches. A gradation of at least 40
percent passing a standard No. 4 sieve is recommended.
Clay with a plasticity index equal to or greater than 25 should be compacted to a dry density
between 95 and 100 percent of standard Proctor maximum dry density (ASTM D 698). The
compacted moisture content of the clays during placement should be within the range of 2 to 5
percentage points above optimum.
Clay with a plasticity index less than 25 should be compacted to a dry density of at least 95
percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 1
percentage point below to 3 percentage points above the material's optimum moisture content.
8
ALHA Report No. W211166-A #t\
Clayey soils used as fill should be processed and the largest particle or clod should be Iess than 6
inches prior to compaction.
Where mass fills are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at
least 100 percent of standard Proctor maximum dry density (ASTM D-698) and within 2
percentage points of the material's optimum moisture content. The portion of the filllbackfill
shallower than 10 ft should be compacted as outlined herein.
Compaction should he accomplished by placing fill in about 8-inch-thick loose lifts and
compacting each lift to at least the specified minimum dry density. Field density and moisture
content tests should be performed on each lift.
In general site grading areas where final fill slopes will be four horizontal to one vertical (4:1) or
steeper and greater than 5 ft in height, field density and moisture content tests should be
performed on each lift.
Utilities
Where utility lines are deeper than 10 ft, the fill/backfi11 below 10 ft should be compacted to at
least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within —2 to +2
percentage points of the material's optimum moisture content. The portion of the filllbackfill
shallower than 10 ft should be compacted as previously outlined. Density tests should be
Performed on each lift (maximum 12-inch thick) and should be performed as the trench is being
backfilled.
Even if fill is properly compacted,fills in excess of about ]Oft are still subject to settlements over
time of up to about 1 to 2 percent of the total fill thickness. This should be considered when
designing pavement over utility lines andlor other areas with deep fill.
If utility trenches or other excavations extend to or beyond a depth of 5 ft below construction
grade, the contractor or others shall be required to develop an excavation safety plan to protect
personnel entering the excavation or excavation vicinity. The collection of specific geotechnical
data and the development of such a plan, which could include designs for sloping and benching
or various types of temporary shoring, is beyond the scope of this study. Any such designs and
safety plans shall be developed in accordance with current OSHA guidelines and other
applicable industry standards.
Groundwater
Groundwater was not encountered in the borings. From our experience, shallower groundwater
seepage could be encountered from the subsurface stratigraphy in excavations for pavement,
utilities, and other general excavations at this site. The risk of seepage increases with depth of
excavation and during or after periods of precipitation. Standard sump pits and pumping may be
adequate to control seepage on a local basis.
In any areas where cuts are made, attention should be given to possible seasonal water seepage
that could occur through natural cracks and fissures in the newly exposed stratigraphy. The risk
of seepage is increased where limestone is exposed in excavations and slopes or is near final
grade. In these areas subsurface drains may be required to intercept seasonal groundwater
9
ALHA Report No. W211166-A #X
seepage. The need for these or other dewatering devices should be carefully addressed during
construction. Our office could be contacted to visually observe final grades to evaluate the need
for such drains.
LIMITATIONS
Professional services provided in this geotechnical exploration were performed, findings
obtained, and recommendations prepared in accordance with generally accepted geotechnical
engineering principles and practices. The scope of services provided herein does not include an
environmental assessment of the site or investigation for the presence or absence of hazardous
materials in the soil, surface water or groundwater. ALPHA, upon written request, can be
retained to provide same.
ALPHA TESTING, INC. is not responsible for conclusions, opinions or recommendations
made by others based on this data. Information contained in this report is intended for the
exclusive use of the Client (and their designated design representatives), and is related solely to
design of the specific structures outlined on the cover page of this report. No party other than the
Client (and their designated design representatives) shall use or rely upon this report in any
manner whatsoever unless such party shall have obtained ALPHA's written acceptance of such
intended use. Any such third party using this report after obtaining ALPHA's written acceptance
shall be bound by the limitations and limitations of liability contained herein, including
ALPHA's liability being limited to the fee paid to it for this report. Recommendations presented
in this report should not be used for design of any other structures except those specifically
described in this report. In all areas of this report in which ALPHA may provide additional
services if requested to do s❑ in writing, it is presumed that such requests have not been made if
not evidenced by a written document accepted by ALPHA. Further, subsurface conditions can
change with passage of time. Recommendations contained herein are not considered applicable
for an extended period of time after the completion date of this report. It is recommended our
office be contacted for a review of the contents of this report for construction commencing more
than one (1) year after completion. of this report. Non-compliance with any of these
requirements by the Client or anyone else shall release ALPHA from any liability resulting from
the use of, or reliance upon, this report.
Recommendations provided in this report are based on our understanding of information
provided by the Client about characteristics of the project. If the Client notes any deviation from
the facts about project characteristics, our office should be contacted immediately since this may
materially alter the recommendations. Further, ALPHA TESTING, INC. is not responsible for
damages resulting from workmanship of designers or contractors and it is recommended the
Owner retain qualified personnel, such as a Geotechnical Engineering firm, to verify
construction is performed in accordance with plans and specifications.
10
ALHA Report No. W211166-A
CLOSURE
All recommendations in the referenced geotechnical report remain unchanged unless specifically
modified herein. We appreciate the opportunity to be of service. Please contact us with any
questions or comments.
Sincerely,
ALPHA TESTING,INC. S � F 'q�l�r
* . ...
---BRIAN J.HOYT:.__
I :, 11 v748
August 30,2021
Kimberly Fyffe Brian J. Hoyt, P.E.
Geotechnicai Project Manager Geotechnica] Department Manager
KLFIBJlVaf
Copies: (1-PDF)Client
Attachments: Boring Location Plan—Figure 1
Mechanical Lime Series—Figure 2
Log of Borings(Borings 1 through 41)
Key to Soil Symbols and Classifications
11
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ALPHA / TESTING
WHERE IT ALL BEGINS
Geotechnica! ■ Construction Materials . Environmental ■ TBPE Firm No.813
REPORT OF MECHANICAL LIME SERIES RESULTS
Project No: W211166 Date: 06/09/21
% Lime 0% 2% 4% 6% 8%
PI 43 20 17 13 11
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 2
ALPHA #NJESTING Foss Brush Creek ad. BORING NO.: 1
Fnrf Worth. Texus 76119
Phone:817-446-5600 Sheet 1 of
Far. 817-446-5608 PROJECT NO.: W211166
W" ERE IT ALL BEGINS ti+'ww.a/pharesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/23/2021 End Date: 4/23/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(16s 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w 9 On Rods(ft): NONE o N �,m 0 v n W E J
r '/After drilling(ft): DRY n od =o o E =o, <0o �a o o
f6 After Hours(ft):
E 0 U � 0 e �
? 6 M N rp
z n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules and limestone
fragments
4.5+ 1$ 41 21 20
2.0
Tan LIMESTONE with shale seams 100/
3.25"
100/ 6
5 5„
100/
10 5.50"
100/
15 15.0 3.25"
Gray LIMESTONE with shale seams
100/ 9
20 20.0 1.50"
TEST BORING TERMINATED AT 20 FT.
ALPHA #XTESTING Fort Brush Creek ad. BORING NO.: 2
Fnrf Worth. Texus 76119
Phone:817-446-5600 heel 1 of 1
Far., 817-446-5608 PROJECT NO.: W211166
WHERE IT ALL BEGI N S ti+'ww.alphatesting.con)
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w On Rods{ft}: NONE o N u`? []"c r °1 a) E J a
r DRYod =o o E =o 0o og o
f6 ►After Hours(ft):
z m U o o 6 n N
[� N cr �a a ?N ? M n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
4.0 31
4.5 22 73 23 50 2.1
4.0
Tan LIMESTONE with shale seams 100/ 7
5 4.75"
100/ 12
10 6.75"
100/ 9
15 2.75"
17.0
Gray LIMESTONE with shale seams
100/ 10
20 20.0 2.25"
TEST BORING TERMINATED AT 20 FT.
ALPHA #XTESTING sorts Brush Creek ad. BORING NO.: 3
Fnrf Worth. Texus 76119
Phone:817-446-5600 heel 1 of 1
Far., 817-446-5608 PROJECT NO.: W211166
WHERE IT ALL BEGI N S ti+'ww.alphatesting.con)
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w On Rods{ft}: NONE o N u`? []"c r °1 a) E J a
r DRYod =o o E =o 0o og o
f6 ►After Hours(ft):
z m U o o 6 n N
[� N cr �a a ?N ? M n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
3.75 31
4.5+ 3.9 109 19 64 22 42
4.0
Tan LIMESTONE with shale seams 100/ 7
5 3.75"
100/ 11
10 8.50"
100/
15 5„
17.0
Gray LIMESTONE with shale seams
100/ 13
20 20.0 3„
TEST BORING TERMINATED AT 20 FT.
ALPHA #XTESTING sorts Brush Creek ad. BORING NO.: 4
Fnrf Worth. Texas 76119
Phone:817-446-5600 Sheet 1 of 1
Far., 817-446-5608 PROJECT NO.: W211166
WHERE IT ALL BEGI N S ti+'ww.alphatesting.con)
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w On Rods{ft}: NONE o N u`? []"c r °1 a) E J a
r DRYod =o o E =o 0o og o +�
f6 ►After Hours(ft}:
z m U o o 6 n N
[� N o �a a ?N ? M n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules 4.5 23 68 24 44
1.0
Tan LIMESTONE with calcareous nodules 100/ 7
2.0"
9 100/
5 5.50"
100/ 8
10 4.0"
12.0
Gray LIMESTONE with shale seams
100/
15 1.75"
100/ 8
20 20.0 1.0"
TEST BORING TERMINATED AT 20 FT.
ALPHA #XTESTING Fort Brush Creek ad. BORING NO.: 5
Fnrf Worth. Texus 76119
Phone:817-446-5600 heel 1 of 1
Far., 817-446-5608 PROJECT NO.: W211166
WHERE IT ALL BEGI N S ti+'ww.alphatesting.con)
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w On Rods{ft}: NONE o N u`? []"c r °1 a) E J a
r DRYod =o o E =o 0o og o
f6 ►After Hours(ft):
z m U o o 6 n N
[� N cr �a a ?N ? M n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules and limestone
fragments
4.5 23 70 23 47
2.0
Tan LIMESTONE with shale seams 100/
1.75"
100/
5 5.0"
100/
10 7.0"
12.0
Gray LIMESTONE with shale seams
100/
15 0.75"
100/ 5
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT.
Brus7
reek
ALPHA #\ TESTING Fini Werth texas 76 BORING NO.: 6
Fnr1 ii�orth, Texas 76 f 14
Phone:817-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/23/2021 End Date: 4/2 312 0 2 1 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop{Ihs 1 in}: 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
On Rods{ft}: y❑ 3 v a� iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o v
a Q E �� o a o w e o-N p� C]
Cl 2 JAfter Hours{ft}: u, r�� o}' o a .. �, J N
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules and limestone 4.5+ 17 43 23 20
fragments 1 0
Tan LIMESTONE with shale seams 100/
3.501,
100/
5 6.75"
100/ 8
10 4.75"
14.0
Gray LIMESTONE with shale seams 100/
15 2.25"
100/ 9
20 20.0 1.01,
TEST BORING TERMINATED AT 20 FT.
ALPHA #XTESTING sorts Brush Creek ad. BORING NO.: 7
Fnrf Worth. Texus 76119
Phone:817-446-5600 heel 1 of 1
Far., 817-446-5608 PROJECT NO.: W211166
WHERE IT ALL BEGI N S ti+'ww.alphatesting.con)
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w On Rods{ft}: NONE o N u`? []"c r °1 a) E J a
r DRYod =o o E =o 0o og o
f6 ►After Hours(ft):
z m U o o 6 n N
[� N o �a a ?N ? n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules and limestone 89 29 60
fragments 0.5
Tan LIMESTONE with shale seams 100/
5.50"
100/
5 9.50"
100/ 11
10 8.08"
100/ 9
15 3.0"
17.0
Gray LIMESTONE with shale seams
100/ 13
20 20.0 1.50"
TEST BORING TERMINATED AT 20 FT.
Brus7
reek
ALPHA #\ TESTING Fini Werth texas 76 BORING NO.: $
Fnr1 ii�orth, Texas 76 f 14
Phone:817-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
On Rods(ft}; y❑ 0 3 v� 'N� �^ c iD —
r /After Drilling(ftj: DRY °1 aC7 a a E �1� (a4 ' o v
a Q n 0� p a o w e o-N p� C] 73 H
a 2 JAfter Hours(ft): E a, 0 o D o a .. �, J � � N
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
4.5 21
4.5+ 19 67 20 47 0A
4.0
Tan LIMESTONE with shale seams 100/
5 1.25'
100/
10 8.0"
100/
15 6.50"
100/ 9
20 20.0 4.25"
TEST BORING TERMINATED AT 20 FT.
ALPHA #XTESTING Fort Brush Creek ad. BORING NO.: 9
Fnrf Worth. Texus 76119
Phone:817-446-5600 heel 1 of 1
Far., 817-446-5608 PROJECT NO.: W211166
WHERE IT ALL BEGI N S ti+'ww.alphatesting.con)
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w On Rods{ft}: NONE o N u`? []"c r °1 a) E J a
r DRYod =o o E =o 0o og o
f6 ►After Hours(ft):
z m U o o 6 n N
[� N cr �a a ?N ? M n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules and limestone
fragments
4.0 32 91 27 64
2.0
Tan LIMESTONE with shale seams 100/
100/
5 7.50"
100/
10 4.75"
100/
15 4.0"
19.0
Gray LIMESTONE with shale seams 100/ 11
20 20.0 2.75"
TEST BORING TERMINATED AT 20 FT.
ALPHA *tXTESTING Foss Brush Creek ad. BORING NO.: 10
Fnrf Worth. Texus 76119
Phone:817-446-5600 Sheet 1 of
Far. 817-446-5608 PROJECT NO.: W211166
W" ERE IT ALL BEGINS ti+'ww.a/pharesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ibs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m � _ x
w On Rods(ft}: NONE o N �,m �v r � E J
r '/After drilling(ft): DRY n od =o o E =o, <0o �a o o
f6 ''After Hours(ft}:
0 U � p 2 o `m 6 � N N
[� N o �a a ?N ? n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules and limestone
fragments
4.5 21 62 24 3$
2.0
Tan LIMESTONE with shale seams 100/ 7
1.25"
100/
5 5.25"
100/ 4
10 5.50"
13.0
Gray LIMESTONE with shale seams
100/
15 2.0"
100/ 8
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT.
ALPHA #XTESTING Fort Brush Creek ad. BORING NO.: 11
Fnrf Worth. Texus 76119
Phone:817-446-5600 heel 1 of 1
Far., 817-446-5608 PROJECT NO.: W211166
WHERE IT ALL BEGI N S ti+'ww.alphatesting.con)
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/23/2021 End Date: 4/23/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w On Rods{ft}: NONE o N u`? []"c r °1 a) E J a
r ■After drilling(ftJ: DRY n od =o o E =o, 0o �a o o
a a V� ❑- o_ o w U
f6 ►After Hours(ft}:
z m U o o 6 n N
[� N cr �a a ?N ? M n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
4.5 27
4.5+ 18
4.0
Tan CLAY with calcareous nodules
1/.
5 4.5+ 13 35 14 21 0.0
6.0
Tan LIMESTONE with shale seams 100/
9.50"
100/
10 10.0"
12.0
TAN CLAY
13.0
Tan LIMESTONE with shale seams
100/ 11
15 5.75"
17.0
Gray LIMESTONE with shale seams
100/ 15
20 20.0 2.25"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING snsx Brush Creek AdBORING NO.: 12
Fini Warth, Texas 76114
Phone:817-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphatesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(16s I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w E c o
On Rods{ft}; �❑ 0 3 v� 'N� �^ c iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u,
cn of
ri =rri z ? a- a
MATERIAL DESCRIPTION
Brawn CLAY with calcareous nodules
4.0 23 54 22 32
2.0
Tan CLAY with calcareous nodules and limestone
fragments
4.5+ 19
4.0
Tan LIMESTONE with shale seams 100/
5 8.25"
100/
10 7.50"
11.0
Tan CLAY
12.0
Tan LIMESTONE with shale seams
100/ 13
15 5.50"
16.0
Tan CLAY
17.0
Tan LIMESTONE with shale seams
18.0
Gray LIMESTONE with shale seams
100/ 13
20 20.0 3.25"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING snsx Brush Creek AdBORING NO.: 13
Fini Warth, Texas 76114
Phone:817-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphatesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ibs I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
On Rods{ft}; �❑ 0 3 v� 'N� �^ c iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u,
cn of
ri =rri z ? a- a
MATERIAL DESCRIPTION
Brawn CLAY with calcareous nodules
3.5 35
4.0 3.5 103 23 60 22 38
4.0
Tan CLAY with calcareous nodules
5 4.5+ 15
6.0
Tan LIMESTONE with shale seams 100/
8.25"
8.0
Tan CLAY
9.0
Tan LIMESTONE with shale seams 100/
10 6.50"
12.0
Tan CLAY
13.0
Tan LIMESTONE with shale seams
100/
15 6.50"
16.0
Tan CLAY
17.0
Tan LIMESTONE with shale seams
100/ 10
20 20.0 8.0"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING snsx Brush Creek AdBORING NO.: 14
Fini Warth, Texas 76114
Phone:817-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphatesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(16s I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w E c o
On Rods{ft}; �❑ 0 3 v� 'N� �^ c iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u, r�� o}' o a .. �, J N
cn ri =rri z ? rl a
MATERIAL DESCRIPTION
Brawn CLAY with calcareous nodules
4.0 34
2.0
Tan CLAY with calcareous nodules
4.5+ 14
5 4.0 16 41 16 25 0.0
6.0
Tan LIMESTONE with shale seams 100/
8.50"
100/
10 7.25"
12.0
Tan CLAY
13.0
Tan LIMESTONE with shale seams
100/
15 5.50"
100/ 14
20 20.0 4.0"
TEST BORING TERMINATED AT 20 FT.
ALPHA #XTESTING Fort Brush Creek ad. BORING NO.: 15
Fnrf Worth. Texus 76119
Phone:817-446-5600 heel 1 of 1
Far., 817-446-5608 PROJECT NO.: W211166
WHERE IT ALL BEGI N S ti+'ww.alphatesting.con)
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w On Rods{ft}: NONE o N u`? []"c r °1 a) E J a
r DRYod =o o E =o 0o og o
f6 ►After Hours(ft):
z m U o o 6 n N
[� N o �a a ?N ? M n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules and limestone 4.5 19 38 20 18
fragments 0.5
Tan LIMESTONE with shale seams 100/
5.75"
100/
5 5.75"
100/ 7
10 3.50"
15
16.0
Gray LIMESTONE with shale seams
100/ 8
20 20.0 1.75"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING F Brusht'rRd. BORING NO.: 6
Fnrini 1 Worth, Texas 76119
Phone:817-496-5600 beet 1 of 1
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/23/2021 End Date: 4/2 312 0 2 1 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop{Ihs 1 in}: 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w .°� NONE o N `m U �v w E t= c o
On Rods{ft}; �� 0 3 v� 'NN �^ iD
r ■After Drilling{ft}: DRY T aC7 w o a E m 'C' o v
a C- n �� o a o C o-N per' c] .5
a E ,[After Hours{ft}: E u, [� o ' o a .. �, .
cn �� a ?`r' z ? o a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
4.0 30
4.5+ 22 72 24 48 0.3
4.0
Tan CLAY with calcareous nodules
5 4.5+ 12
4.5+ 10
8.0
Tan LIMESTONE with shale seams
100/
10 9.75"
12.0
Tan CLAY
13.0
Tan LIMESTONE with shale seams
100/
15 5.75"
100/ 14
20 20.0 3.50"
TEST BORING TERMINATED AT 20 FT.
ALPHA #XTESTING Fort Brush Creek ad. BORING NO.: 17
Fnrf Worth. Texus 76119
Phone:817-446-5600 heel 1 of 1
Far., 817-446-5608 PROJECT NO.: W211166
WHERE IT ALL BEGI N S ti+'ww.alphatesting.con)
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w On Rods{ft}: NONE o N u`? []"c r °1 a) E J a
r DRYod =o o E =o 0o og o
f6 ►After Hours(ft):
z m U o o 6 n N
[� N cr �a a ?N ? M n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
4.5 22 68 22 48
4.5+ 20
4.0
Tan LIMESTONE with shale seams 100/
5 3.0"
100/
10 5.75"
100/ 9
15 4.50"
19.0
Gray LIMESTONE with shale seams 100/ 10
20 20.0 3.0"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING snsx Brush Creek AdBORING NO.: 18
Fini Warth, Texas 76114
Phone:817-496-5600 of 1
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphatesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ibs I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w E c o
On Rods{ft}; �� 0 3 v� NN �^ iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u,
cn of
ri =rri z ? a- a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
3.75 35
4.5 4.3 109 19 5B 20 38
4.0
Tan CLAY with calcareous nodules
5 S
6.0
Tan LIMESTONE with shale seams 100/
8.50"
100/
10 10.0 19.501,
Tan CLAY
11.0
Tan LIMESTONE with shale seams
100/
15 7.50"
100/
20 20.0 5.0"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING snsx Brush Creek AdBORING NO.: 19
Fini Warth, Texas 76114
Phone:817-496-5600 of 1
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphatesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(16s I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w E c o
On Rods{ft}; �� 0 3 v� NN �^ iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u, r�� o}' o a .. �, J N
cn ri =rri z ? rl a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
4.0 36
4.5 26
4.0
Tan CLAY with calcareous nodules
5 4.5+ 14 24 16 8 0.0
6.0
Tan LIMESTONE with shale seams 100/
1.25
100/
10 8.75"
11.0
Tan CLAY
12.0
Tan LIMESTONE with shale seams
13.0
Tan CLAY
14.0
Tan LIMESTONE with shale seams 100/
15 8.25"
17.0
Tan CLAY
18.0
Tan LIMESTONE with shale seams
100/ 11
20 1 20.0 1.0"
TEST BORING TERMINATED AT 20 FT.
ALPHA #NJESTING Foss Brush Creek ad. BORING NO.: 20
Fnrf Worth. Texus 76119
Phone:817-446-5600 Sheet 1 of
Far. 817-446-5608 PROJECT NO.: W211166
W" ERE IT ALL BEGINS ti+'ww.a/pharesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(16s 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w 9 'On Rods(ft): NONE o N �m 0v a75 N a) � E J
r '/After drilling(ft): DRY n od =o o E =o, �o �a o o
f6 lAfter Hours(ft):
Q1 U 0 e 6 M N rp
[� z ? n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules and limestone
fragments
3.0 26 36 19 17
2.0
Tan LIMESTONE with shale seams 100/
4.0"
100/
5 0.50'
100/
10 7.50"
100/
15 6.25"
100/ 11
20 20.0 6.25"
TEST BORING TERMINATED AT 20 FT.
ALPHA *tXTESTING Foss Brush Creek ad. BORING NO.: 21
Fnrf Worth. Texus 76119
Phone:817-446-5600 Sheet 1 of
Far. 817-446-5608 PROJECT NO.: W211166
W" ERE IT ALL BEGINS ti+'ww.a/pharesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/23/2021 End Date: 4/23/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ibs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m � _ x
w On Rods(ft}: NONE o N �,m �v r � E J
r '/After drilling(ft): DRY n od =o o E =o, <0o �a o o
f6 ''After Hours(ft}:
0 U � p 2 o `m 6 M N N
[� N o �a a ?N ? n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
3.25 37
3.75 25 75 23 52 0.8
5 3.5 30
6.0
Brown CLAY with calcareous nodules and limestone
fragments
4.5+ 17
4.5+ 16
10 10.0
Tan LIMESTONE with shale seams
100/ 15
15 3.75"
16.0
Gray LIMESTONE with shale seams
100/ 6
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT.
reek Ad
Fosrx ht BORING NO.: 22ALPHA #\ TESTING Fn1 Warth, Texas 76114 Phone:81 7-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphalesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/23/2021 End Date: 4/2 312 0 2 1 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ibs I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
On Rods{ft}; �❑ 0 3 v� 'N� �^ c iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u, o a ..
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brawn CLAY with calcareous nodules
3.25 33 78 25 53
2.0
Brown CLAY with calcareous nodules and limestone
fragments
4.0 25
4.0
Tan LIMESTONE with shale seams 100/
5 7.75"
8.0
Tan CLAY
9.0
Tan LIMESTONE with shale seams 100/
10 7.75"
100/ 14
15 3.50"
16.0
Gray LIMESTONE with shale seams
100/ 5
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT.
reek Ad
Fosrx ht BORING NO.: 23ALPHA #\ TESTING Fn1 Warth, Texas 76114 Phone:81 7-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphalesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ibs I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w E c o
On Rods{ft}: y❑ 3 v a� iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u, r�� o}' o a .. �, J N
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brawn CLAY with calcareous nodules
3.75 31
2.0
Tan CLAY with calcareous nodules
4.5 23
5 4.5+ 13
4.5+ 12 29 13 16 0.0
8.0
Tan LIMESTONE with shale seams
100/
10 9.01,
11.0
Tan CLAY
12.0
Tan LIMESTONE with shale seams
13.0
Tan CLAY
14.0
Tan LIMESTONE with shale seams 100/ 13
15 4.25"
100/ 9
20 20.0 L 2.50"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING F Brusht'rRd. BORING NO.: 24
Fnrini 1 Worth, Texas 76119
Phone:817-496-5600 beet 1 of 1
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop{Ihs 1 in}: 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
On Rods{ft}; �❑ 0 3 v� 'N� �^ c iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o v
a Q E �� o a o w e o-N p� C]
Cl 2 JAfter Hours{ft}: u, r�� o}' o a .. �, J N
cn a =rri z ? o a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
3.0 35
3.5 30
4.0
Tan CLAY with calcareous nodules
5 4.5+ 14 59 18 41 0.7
4.5+ 10
8.0
Tan LIMESTONE with shale seams
100/
10 7.0"
11.0
Tan CLAY
12.0
Tan LIMESTONE with shale seams
100/ 16
15 6.0
100/ 7
20 20.0 2.25"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING snsx Brush Creek AdBORING NO.: 25
Fini Warth, Texas 76114
Phone:817-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphatesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ibs I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w E c o
On Rods{ft}; �❑ 0 3 v� 'N� �^ c iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u,
cn of
ri =rri z ? a- a
MATERIAL DESCRIPTION
Brawn CLAY with calcareous nodules
4.5 25
2.0
Tan CLAY with calcareous nodules and limestone
fragments
4.5+ 17 37 18 19
4.0
Tan LIMESTONE with shale seams 100/
5
100/
10 8.0"
12.0
Tan CLAY
13.0
Tan LIMESTONE with shale seams
100/
15 6.25"
100/ 13
20 20.0 4.25"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING snsx srrtsi:Creek AdBORING NO.: 26
Fini Warth, Texas 76114
Phone:817-496-5600 of 1
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphatesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ibs I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �°' w E c o
On Rods{ft}; �� 0 3 v� NN �^ iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u,
cn of
ri =rri z ? a- a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules and limestone
fragments
4.5+ 20 48 22 26
2.0
Tan LIMESTONE with shale seams 11001
3.25"
100/
5 8.75"
100/
10 4.50"
100/
15 5.75"
17.0
Tan CLAY
18.0
Tan LIMESTONE with shale seams
100/ 4.5+ 17
20 20.0 7
TEST BORING TERMINATED AT 20 FT.
Brus7
reek
ALPHA #\ TESTING Fini Warth texas 76 BORING NO.: 27
Fnr1 ii�orth, Texas 76 f 14
Phone:817-496-5600 beet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop{Ihs 1 in}: 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
VOn Rods{ft}; �❑ 0 3 v� 'N�
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o v
a Q- n �� p a o w e o N
Cl 2 JAfter Hours{ft}: u, o a ..
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules and limestone 4.5 15 42 20 22
fragments 1 0
Tan LIMESTONE with shale seams 100/
3.501,
100/
5 7„
100/
10 6.50"
100/
15 6.0"
100/ 12
20 20.0 2.25"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING Fosx Brus7h Creek 76. BORING NO.: 28
Fnr1 ii�artorrh, Texas 76119
Phone:817-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphalesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(16s I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w E c o
On Rods{ft}: y❑ 3 v a� iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u, r�� o}' o a .. �, J N
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brawn CLAY with calcareous nodules
4.5 23
2.0
Tan CLAY with calcareous nodules
4.5+ 16 37 17 20 0.0
5 4.5+ 15
6.0
Tan LIMESTONE with shale seams 100!
0.33
100/ 15
10 7.75"
100/ 12
15 5.0"
19.0
Gray LIMESTONE with shale seams 100/ 11
20 20.0 2.25"
TEST BORING TERMINATED AT 20 FT.
Brus7
reek
ALPHA #\ TESTING Fini Warth texas 76 BORING NO.: 29
Fnr1 ii�orth, Texas 76 f 14
Phone:817-496-5600 beet 1 of 1
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/20/2021 End Date: 4/2 012 0 2 1 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop{Ihs 1 in}: 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o rn `m U �v w t= c o
VOn Rods{ft}; �❑ 0 3 v� 'N�
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o v
a Q E �� o a o w e o-N p� C]
Cl 2 JAfter Hours{ft}: u,
cn a =rri z ? o a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
3.5 33
4.5 3.7 97 26 85 28 57
4.0
Brown CLAY with calcareous nodules and limestone
5 fragments
4.5 25
6.0
Tan LIMESTONE with shale seams
100/
8.0 6.25„
Tan CLAY
4.5+ 11 30 14 16
10 10.0
Tan LIMESTONE with shale seams
100/ 6
15 3.0"
17.0
Gray LIMESTONE with shale seams
100/ 27
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT.
Brus7
reek
ALPHA #\ TESTING Fini Warth texas 76 BORING NO.: 30
Fnr1 ii�orth, Texas 76 f 14
Phone:817-496-5600 beet 1 0
f 1
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/20/2021 End Date: 4/2 012 0 2 1 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop{Ihs 1 in}: 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
VOn Rods{ft}; �❑ 0 3 v� 'N�
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o v
a Q E �� o a o w e o-N p� C]
Cl 2 JAfter Hours{ft}: u, o a ..
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
4.5 22
4.5+ 21
5 4.5+ 20 71 22 49 1.1
4.5+ 19
8.0
Tan CLAY with calcareous nodules
4.5+ 16
10 10.0
Tan LIMESTONE with shale seams
14.0
Gray LIMESTONE with shale seams 100/
15 2.25"
100/ 12
20 20.0 0.15"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING sosx arch Creekexas 76 BORING NO.: 31
Fnr1 ii�orrh, Texas 76 f 14
f 1
Phone:81 7-496-5600 heet 1 a
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphalesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ibs I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
On Rods{ft}: y❑ 3 v a� iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u, r�� o}' o a .. �, J N
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brawn CLAY with calcareous nodules
3.0 33
4.0 22 75 23 53 0.0
4.0
Tan LIMESTONE with shale seams 100/
5 1.25'
100/ 12
10 7.75"
13.0
Tan CLAY
14.0
rr—
Tan LIMESTONE with shale seams 100/ 10
15 2.0"
17.0
Gray LIMESTONE with shale seams
100/ 6
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT.
Brus7
reek
ALPHA #\ TESTING Fini Warth texas 76 BORING NO.: 32
Fnr1 ii�orth, Texas 76 f 14
Phone:817-496-5600 beet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/22/2021 End Date: 4/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
VOn Rods(ft}; y❑ 0 3 v� 'N� �^ c E —
r /After Drilling(ftj: DRY °1 aC7 a a E � (a4 ' o -v
a Q n 0� p a o w e o-N p� C] 73 H
a 2 JAfter Hours(ft): E a, 0 o D o a .. �, J � � N
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
3.0 36
4.5 24
5
4.5+ 1$
6.0
Tan CLAY with calcareous nodules
4.5+ 9 49 18 31 0.0
4.5+ 16
10 10.0
Tan LIMESTONE with shale seams
100/ 12
15 3.50"
17.0
Gray LIMESTONE with shale seams
100/ 7
20 20.0 2.0"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING Fosx Brus7h tTe 76 BORING NO.: 33
Fnr1 ii�arcorrh, Texas
xor 76 f 14
Phone:81 7-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphalesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ibs I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �°' w t= c o
On Rods{ft}: y❑ 3 v a� iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u, o a ..
cn a =rri z ? o a
MATERIAL DESCRIPTION
Brawn CLAY with calcareous nodules
4.0 31
4.5+ 18 65 20 45
4.0
Tan CLAY with calcareous nodules
5 4.5+ 16
6.0
Tan LIMESTONE with shale seams 100/
$.50"
100/
10 7.25"
11.0
Tan CLAY
12.0
Tan LIMESTONE with shale seams
100/ 10
15 4.50"
18.0
Gray LIMESTONE with shale seams
100/ 7
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT.
ALPHA #NJESTING Foss Brush Creek ad. BORING NO.: 34
Fnrf Worth. Texus 76119
Phone:817-446-5600 Sheet 1 of
Far. 817-446-5608 PROJECT NO.: W211166
W" ERE IT ALL BEGINS ti+'ww.a/pharesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(16s 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w 9 'On Rods(ft): NONE o N �m 0v aN a) � E J
r '/After drilling(ft): DRY n od =o o E =o, �o �a o o
f6 lAfter Hours(ft):
Q1 U 0 e 6 M N rp
[� z ? n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
4.5 28
4.5+ 21
4.0
Tan CLAY with calcareous nodules
5 4.5+ 3.6 113 16 47 19 28
6.0
Tan LIMESTONE with shale seams 100/
9.25"
100/
10 8.50"
12.0
Tan CLAY
13.0
Tan LIMESTONE with shale seams
100/
15 5.75"
17.0
Tan CLAY 17.5
Tan LIMESTONE with shale seams
100/ 13
20 20.0 4.0"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING Fosx Brus7h Creek 76. BORING NO.: 35
Fnr1 ii�artorrh, Texas 76119
Phone:81 7-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphalesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/21/2021 End Date: 4/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(16s I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �°' w t= c o
On Rods{ft}: y❑ 3 v a� iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u, o a ..
cn a =rri z ? o a
MATERIAL DESCRIPTION
Brawn CLAY with calcareous nodules
4.0 26
4.5+ 11 47 19 28 0.0
4.0
Tan CLAY with calcareous nodules
5 4.5+ is
6.0
Tan LIMESTONE with shale seams 100/
9.25"
100/
10 8.50"
11.0
Tan CLAY
12.0
Tan LIMESTONE with shale seams
100/ 12
15 6.0"
16.0
Gray LIMESTONE with shale seams
100/ 11
20 20.0 3.0"
TEST BORING TERMINATED AT 20 FT.
ALPHA #XTESTING Fort Brush Creek ad. BORING NO.: 36
Fnrf Worth. Texus 76119
Phone:817-446-5600 heel 1 of 1
Far., 817-446-5608 PROJECT NO.: W211166
WHERE IT ALL BEGI N S ti+'ww.alphatesting.con)
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madera Phase 2 Surface Elevation:
Start Date: 4/20/2021 End Date: 4/20/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
GROUND WATER OBSERVATIONS �, a 4 E m _ x
w On Rods{ft}: NONE o N u`? []"c r °1 a) E J a
r DRYod =o o E =o 0o og o
f6 ►After Hours(ft):
z m U o o 6 n N
[� N cr �a a ?N ? M n
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
3.25 31
4.5 22
5
4.5+ 24
6.0
Tan CLAY with calcareous nodules
4.5+ 16 42 18 24
f
4.5+ 18
10 10.0
Tan LIMESTONE with shale seams
100/ 10
15 3.75"
17.0
Gray LIMESTONE with shale seams
100/ 6
20 20.0 1 1.25"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING F Brusht'rRd. BORING NO.: 37
Fnrini 1 Worth, Texas 76119
Phone:817-496-5600 beet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/20/2021 End Date: 4/2 012 0 2 1 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop{Ihs 1 in}: 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
On Rods{ft}; �❑ 0 3 v� 'N� �^ c iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o v
a Q E �� o a o w e o-N p� C]
Cl 2 JAfter Hours{ft}: u, r�� o}' o a .. �, J N
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
2.75 36
4.0 30
5 4.5 25 76 24 52
4.0 24
8.0
Tan CLAY with calcareous nodules
4.5 22
10 10.0
Tan LIMESTONE with shale seams
100/ 9
15 2.25"
16.0
Gray LIMESTONE with shale seams
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT.
Brus7
reek
ALPHA #\ TESTING Fini Warth texas 76 BORING NO.: 38
Fnr1 ii�orth, Texas 76 f 14
Phone:817-496-5600 beet 1 of 1
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/20/2021 End Date: 4/2 012 0 2 1 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(Ihs 1 in): 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
VOn Rods(ft}; y❑ 0 3 v� 'N� �^ c E —
r /After Drilling(ftj: DRY °1 aC7 a a E � (a4 ' o -v
a Q n 0� p a o w e o-N p� C] 73 H
a 2 JAfter Hours(ft): E a, 0 o D o a .. �, J � 0 N
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
3.0 36
4.0 24
5 4.0 23
6.0
Tan CLAY with calcareous nodules
4.5+ 20
4.5+ 17 45 19 26
10 10.0
Tan LIMESTONE with shale seams
100/ 8
15 1.75"
16.0
Tan CLAY
17.0
Gray LIMESTONE with shale seams
13
20 20.0
TEST BORING TERMINATED AT 20 FT.
Brus7
reek
ALPHA #\ TESTING Fini Warth texas 76 BORING NO.: 39
Fnr1 ii�orth, Texas 76 f 14
Phone:817-496-5600 beet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/20/2021 End Date: 4/2 012 0 2 1 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop{Ihs 1 in}: 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �v w t= c o
VOn Rods{ft}: �❑ 3 v a� 'NN
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e o-N p� C]
Cl 2 JAfter Hours{ft}: u,
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
4.0 35
4.5 26
5 4.5+ 3.6 100 24 84 26 58
4.5 27
8.0
Tan CLAY with calcareous nodules and limestone
fragments
4.5 27
10 10.0
Tan LIMESTONE with shale seams
100/ 8
15 1.25"
17.0
Gray LIMESTONE with shale seams
100/ 8
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT.
ALPHA #\ TESTING sosx Brus7h Creek 76. BORING NO.: 40
Fnr1 ii�artorrh, Texas 76119
Phone:81 7-496-5600 heet 1 of
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEGINS www.alphalesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/20/2021 End Date: 4/2 012 0 2 1 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop(16s I in): 170/24
CM GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o N `m U �°' w t= c o
On Rods{ft}; �❑ 0 3 v� 'N� �^ c iD —
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o o
a Q E �� o a o w e aN p� C]
Cl 2 JAfter Hours(ft): u, o a ..
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brawn CLAY with calcareous nodules
4.0 34
4.5 25 71 23 48
5
4.5+ 1$
4.5 24
8.0
Tan CLAY with calcareous nodules
4.5+ 18
10 10.0
Tan LIMESTONE with shale seams
12.0
Tan CLAY
13.0
Tan LIMESTONE with shale seams
100/ 8
15 1.75"
16.0
Gray LIMESTONE with shale seams
100/ 7
20 20.0 1.50"
TEST BORING TERMINATED AT 20 FT.
Brus7
reek
ALPHA #\ TESTING Fini Warth texas 76 BORING NO.: et
Fnr1 ii�orth, Texas 76 f 14
Phone:817-496-5600 beet 1 0
f 1
Fax: 817-496-5608 PROJECT NO.: W211166
WHERE IT ALL BEG I N S www.alphaiesting.com
Client: GRBK Edgewood,LLC Location: Fort Worth,Texas
Project: Madero Phase 2 Surface Elevation:
Start Date: 4/20/2021 End Date: 4/2 012 0 2 1 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop{Ihs 1 in}: 170/24
rn GROUND WATER OBSERVATIONS �, a N E _
w J NONE a o rn `m U �v w t= c o
VOn Rods{ft}; �❑ 0 3 v� 'N�
r /After Drilling{ft): DRY T aC7 w o a E m 'C' o v
a Q E �� o a o w e o-N p� C]
Cl 2 JAfter Hours{ft}: u,
cn a =rri z ? a a
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
4.0 35
4.5+ 23
5
4.5+ 23
3.0 68 22 46
8.0
Brown CLAY with calcareous nodules and limestone
fragments
4.5+ 22
10 10.0
Tan LIMESTONE with shale seams
14.0
Gray LIMESTONE with shale seams 100/ 10
15 2.0"
100/ 9
20 20.0 1.75"
TEST BORING TERMINATED AT 20 FT.
A L P H A #X T E S T I N G KEY TO SOIL SYMBOLS
WHERE IT ALL BEGINS AND CLASSIFICATIONS
SOIL&ROCK SYMBOLS RELATIVE DENSITY OF COHESIONLESS SOILS (blowslft)
® (CH),High Plasticity CLAY VERY LOOSE 0 TO 4
LOOSE 5 TO 10
® (CL),Low Plasticity CLAY MEDIUM 11 TO 30
DENSE 31 TO 50
(SC),CLAYEY SAND VERY DENSE OVER 50
(SP),Poorly Graded SAND
(SW),Weli Graded SAND SHEAR STRENGTH OF COHESIVE SOILS (tsf)
' [SM},SILTY SAND VERY SOFT LESS THAN 0.25
�•.
SOFT 0.25 TO 0.50
Fm
(MIL),SILT FIRM 0.50 TO 1.00
STIFF 1.00 TO 2,00
® (MH),Elastic SILT VERY STIFF 2.00 TO 4,00
HARD OVER 4.00
® LIMESTONE
® SHALE IMARL RELATIVE DEGREE OF PLASTICITY(PI)
LOW 4 TO 15
ID SANDSTONE MEDIUM 16 TO 25
o❑ HIGH 26 TO 35
(GP),Poorly Graded GRAVEL VERY HIGH OVER 35
,. (GW),Well Graded GRAVEL
® (GC),CLAYEY GRAVEL
RELATIVE.PROPORTIONS{,°IoJ
(GM),SILTY GRAVEL
TRACE 1 TO 10
(OL),ORGANIC SILT LITTLE 11 TO 20
SOME 21 TO 35
® (OH),ORGANIC CLAY AND 36 TO 50
FILL
SAMPLING SYMBOLS PARTICLE SIZE IDENTIFICATION [DIAMETER]
■ SHELBY TUBE(3"OD except where BOULDERS 8.0"OR LARGER
noted otherwise) COBBLES 3.0"TO 8.0"
® SPLIT SPOON{2"OD except where COARSE GRAVEL 0.75"TO 10"
noted otherwise} FINE GRAVEL 5.0 mm TO 3.0"
® AUGER SAMPLE COURSE SANE) 2.0 mm TO 5.0 mm
MEDIUM SAND 0.4 mm TO 5.0 mm
TEXAS CONE PENETRATION FINE SAND 0.07 mm TO 0.4 mm
SILT 0.002 mm TO 0.07 mm
ROCK CORE(2"ID except where CLAY LESS THAN 0.002 mm
noted otherwise)
GR-01 60 00 Product Requirements
Page 1 of 1
GR-01 60 00 PRODUCT REQUIREMENTS
Madero Phase 2
City Project No. 103676
CITY OF FORT WORTH
FORT WORTH. WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated:03/29/2022
Note:All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis.Special bedding may be required for some pipes.
Approvali. Classsification Manufacturer ModelNo. National
W &Sewer-Manholes&Bases/Components 33-39-10 ev 2/
07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adcka 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 T 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 HOPE Adjustment Ring Traffic and Non-traffic area
5113105 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 IFibffglass Manhole Fluid Containment,Inc. Flowtite ASTM 3753 Non-traffic area
08/30/06 33 39 13 jFiberglass Manhole L.F.Manufacturing I I Non-traffic area
Water&Sewer-Manholes&Bases/Frames&Covers/Rectangular 33-05-13(Rev 2/3/16)
33 05 13 IManhole Frames and Covers Westem Iron Works,Bass&Hays Foundry 1 1001 24"x40"WD
Water&Sewer-Manholes&Bases/Frames&Covers/Standard(Round) 33-05-13(Rev 21 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 Found R-165-LM n ed 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
30"ERGO XL Assembly
10/14/13 33 05 13 30"Dia.MH Ring and Cover(Hinged&Lockable) East Jordan Iron Works with Cam Lock/MPIC/T-Gasket ASSHTO M105&ASTM A536 30"Dia
06/01/17 3405 13 30"Dia.MH Ring and Cover(Hinged&Lockable)Cl SIP Industries 2280(32") ASTM A 48 30"Dia.
CAP-ONE-30-FTW,Composite,w/Lock
09/16/19 33 05 13 30"Dia.MH Ring and Cover Composite Access Products,L.P. w/o Hin 30"Dia.
10/07/21 3405 13 30"Dia.MH Ringand Cover Trumbull Manufacturing32"30"Frame and Cover 30"Dia.
Water&Sewer-Manholes&Bases/Frames&Covers/Water Tight&Press t 33-05-13(Rev 2/
33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamti ht 24"Dia.
33 05 13 Manhole Frames and Covers Neenah Casting 24"Dia.
33 05 13 Manhole Frames and Covers Western Iron Works,Bass&Has Found 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 Seram ore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24"Dia.
Wat11F&Sewer-Manholes&Bases/Precast Concrete(Rev 1/8/13
33 39 10 IManhole,Precast Concrete Hydro Conduit CorpSPL 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 Pol mer Concrete US Composite Pie Reinforced Polymer Concrete ASTM C-76 48"to 72"
09/06/19 33 3920 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 1 33 2222 Manhole,Precast(Reinforced Polymer)Concrete Armorock 48"&60"I.D.Manhole w/32"Cone 48"&60"
10/07/21 33 3920
Manhole,Precast(Hybrid)Polymer&PVC Predl Systems 48"&60"I.D.Manhole w/32"Cone 48"&60"Non Traffic Areas
Water&Sewer-Manholes&Bases/Rehab Svstems/Cementiitious
E1-14 Manhole Rehabs stems 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 Rehabs stem i Pol-tri lex Technologies MH repair product to stop infiltration ASTM D5813
08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc.Use
Wat er-Manholes&Bases/Rehab S stems/NonCementiitious
05/20/96 E1-14 IManhole Rehab Systems Sprayrog, Spray Wall Polymethane Coating ASTM D639/D790
E1-14 Manhole Rehab Systems Sun Coast
For Exterior Coating of Concrete
12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100(Asphatic Emulsion) Structures Only
01/31/06 Coatings for Corrosion Protection Chesterton Arc 791,S1HB,Sl,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
33 05 16,33 39 10, RR&C Dampproofing Non-Fibered Spray For Exterior Coating of Concrete
03/19/18 33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams Grade(Asphatic Emulsion) Structures Only
*From Original Standard Products List 1
CITY OF FORT WORTH
FORT WORTH. WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated:03/29/2022
Note:All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis.Special bedding may be required for some pipes.
Approvali. Classsification Manufacturer ModelNo. National
&Sewer-Manhole Inserts-Field Operations Use Onl ev 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 ASTMD 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-Pil2e Casing S12acelL 33-05-24 07/01/13
11/04/02 Steel Band Casing Spacers Advanced Products and Systems,Inc. Carbon Steel Spacers,Model SI
02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems,Inc. Stainless Steel Spacer,Model SSI
04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers
09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48"
09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48"
05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48"
03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel)
03/19/18 Casing Spacers BWM FB-12 Casing Spacer(Coated Carbon Steel)
for Non_pressure Pipe and Grouted Casing
03/29/22 1 33 05 13 Casing Spacers CCI Pipeline Systems CSC12,CSS12
Water&Sewenw Pines/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"thou 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 S—Gard 21ORS 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 ASTMB-117 Ductile Iron Pipe Only
01/31/06 Coatings for Corrosion Protection Chesterton Arc 791,S1HB,Sl,S2 Acid Resistance Test Sewer Applications
8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications
Sewer-Coatiings/Polyurethane
Sewer-Combination Air Valves
05/25/18 1 33-31-70 jAir Release Valve A.R.I.USA,Inc. D025LTP02(Composite Body) 2"
Sewer-Pi es/
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 ASTM C76
E1-04 Conc.Pipe,Reinforced Concrete Pipe&Products Co.Inc. ASTM C 76
Sewer-Pipe E ethod 3-31-23 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 I/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 ASTMD 1248 8"
High-density polyethylene pipe PI-co Inc. ASTMD 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 ASTMD 1248
Sewer-Pipes/PVC(Pressure Sewer)33-11-12(4/1/13)
12/02/11 1 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4"thru 12"
10/22/14 1 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
CITY OF FORT WORTH
FORT WORTH. WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated:03/29/2022
Note:All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis.Special bedding may be required for some pipes.
Approvali. Classsification Manufacturer ModelNo. National
Sewer-Pipes PVC*L%M§20(7/1/13)
33-31-20 PVC Sewer Pie J-M Manufacturing Co.,Inc. JM Eagle) SDR-26 ASTM D 3034 4"-15"
12/23/97* 33-31-20 PVC Sewer Pie Diamond Plastics Corporation SDR-26 ASTM D 3034 4"thru 15"
33-31-20 PVC Sewer Pie Lamson V lon Pie ASTM F 789 4"thou 15"
01/18/18 33-31-20 PVC Sewer Pie Vin(tech PVC Pie Gravity Sewer ASTM D3034 4"thru 15"
11/11/98 33-31-20 PVC Sewer Pie Diamond Plastics Corporation "S"Gravity Sewer Pie ASTM F 679 18"to 27"
33-31-20 PVC Sewer Pie 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 Pie Pi elife 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 Haoco SDR-26 and SDR-35 Gasket Fittings ASTM D-3034,D-1784,etc 4"-15"
* 33-31-20 PVC Sewer Fittings Plastic Trends,Inc.(Westlake) Gasketed PVC Sewer Main Fittings ASTM D 3034
3/19/2018 33 31 20 PVC Sewer Pie Pi elife Jet Stream SDR 35 ASTM F679 18"-24"
3/19/2018 33 31 20 PVC Sewer Pie Pi elife Jet Stream SDR 26 ASTM D3034 4"-15"
3/29/2019 33 31 20 Gasketed Fittings(PVC) GPK Products,Inc. SDR 26 ASTM D3034/17-679 4"-15"
10/21/2020 33 31 20 PVC Sewer Pie NAPCO estlake SDR 26 ASTM D3034 4"-15"
10/22/2020 33 31 20 1PVC Sewer Pie i Sanderson Pipe Corp. SDR 26 ASTM D3034 4"-15"
10/21/2020 1 33 31 20 JPVC Sewer Pie NAPCO estlake SDR 26/35 PS 115/46 ASTM F-679 18"-36"
Sewer-Pines/Rehab/CIPP 33-31-12(Ol/18/131NONE-
Cured in Place Pie Insituform Texark,Inc ASTM F 1216
05/03/99 Cured in Place Pie National E-notech Group National Liner, SPL Item#27 ASTM F-1216/D-5813
05/29/96 Cured in Place Pie Reynolds Inc/Inliner Technolgy unliner USA Inliner Technology ASTM F 1216
Sewer-Pims/Rehab/Fold&Form
Fold and Forth Pie Cullum Pipe Systems,Inc.
11/03/98 Fold and Forth Pie Insituform Technologies,Inc. Insitufortn"NuPI e" ASTM F-1504
Fold and Form Pie American Pipe&Plastics,Inc. Demo.Purpose Only
12/04/00 Fold and Form Pie Ultraliner Ultraliner PVC Alloy Pi eliner ASTM F-1504,1871,1867
06/09/03 IFold and Form Pie Miller Pipeline Corp. EX Method ASTM F-1504,F-1947 Up to 18"diameter
Sewer-Pines/Open ProfiM Large Diameter
09/26/91 E100-2 PVC Sewer Pipe,Ribbed Lamson V lon Pie Carlon V lon 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 Pie ASTM F 679 18"to 48"
E100-2 PVC Sewer Pipe,Ribbed U onor ETI Company
11/10/10 100-2 Polypropylene P Sewer Pipe,Double Wall Advanced Drainage Systems ADS SaniTite HP Double Wall(Corrugated) ASTM F 2736 24"-30"
11/10/10 100-2 Polypropylene P Sewer Pipe,Triple Wall Advanced Drainage Systems ADS SaniTite HP Triple Wall Pie ASTM F 2764 30"to 60"
05/16/11 Steel Reinforced Polyethylene Pie ConTech Construction Products Durmaxx ASTM F 2562 24"to 72"
Water-Aouurtenances 33-12-10(07/OL 31
01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AW WA 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 AW WA C800 1"-2"SVC,up to 24"Pipe
10/27/87 Curb Stops-Ball Meter Valves McDonald 6100M,6100MT&61OMT 3/4"and 1"
10/27/87 Curb Stops-Ball Meter Valves McDonald 4603B,4604B,6100M,610OTM and 6101M 1 SV'and 2"
FB600-7NL,FB1600-7-NL,FV23-777-W-NL,
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co.,Inc. L22-77NL AW WA C800 2"
FB600-6-NL,FB1600-6-NL,FV23-666-W-
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co.,Inc. NL,L22-66NL AW WA C800 1-1/2"
FB600-4-NL,FB1600-4-NL,B11-444-WR-
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co.,Inc. NL,B22444-WR-NL,L28-44NL AW WA C800 1"
B-25000N,B-24277N-3,B-20200N-3,H- AW WA C800,ANSF 61,
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co.,Ltd. 15000N,,H-1552N,H142276N ANSI/NSF 372 2"
B-25000N,B-20200N-3,B-24277N-3,H- AW WA C800,ANSF 61,
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co.,Ltd. 15000N,H-14276N,H-15525N ANSI/NSF 372 1-1/2"
B-25000N,B-20200N-3,H-15000N,H- AW WA C800,ANSF 61,
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co.,Ltd. 15530N 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 3342-25 Tapping Sleeve Coated Steel JCM Industries,Inc. 412 Tapping Sleeve ESS AW WA C-223 Up to 30"w/12"Out
03/29/22 3342-25 Tapping Sleeve Coated or Stainless Steel JCM Industries,Inc. 415 Tapping Sleeve AW WA C-223 Concrete Pipe Only
05/10/11 Tapping Sleeve Stainless Steel Poweoseal 3490AS lane&3490MJ 4"-8"and 16"
02/29/12 3342-25 Tapping Sleeve Coated Steel Romac FTS 420 AW WA C-223 Up to 42"w/24"Out
02/29/12 3342-25 Tapping Sleeve Stainless Steel Romac SST Stainless Steel AW WA C-223 Up to 24"w/12"Out
02/29/12 33-12-25 ITapping Sleeve Stainless Steel Romac SST III Stainless Steel AW WA C-223 Up to 30"w/12"Out
05/10/11 Joint Repair Clam Poweoseal 3232 Bell Joint Repair Clam 4"to 30"
Plastic Meter Box w/Com osite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTW
Plastic Meter Box w/Com osite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW
08/30/06 Plastic Meter Box w/Com osite Lid DFW Plastics Inc. DFW65C-14-lEPAF FTW Class"A"
Concrete Meter Box Bass&Has CMB37-B12 1118 LID-9
Concrete Meter Box Bass&Has CMB-18-Dual 1416 LID-9
Concrete Meter Box Bass&Has CMB65-1365 1527 LID-9
Water-Bolts is and Gaskets 33-11-05 01/08/13
*From Original Standard Products List 3
CITY OF FORT WORTH
FORT WORTH. WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated:03/29/2022
Note:All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis.Special bedding may be required for some pipes.
Approvali. Classsification Manufacturer ModelNo. National
Water-Combination Air Release 33-31-70(O1/08/13)
* E1-11 Combination Air Release Valve GA Industries,Inc. Empire An and Vacuum Valve,Model 935 ASTM A 126 Class B,ASTM A 1"12"
240-float,ASTM A 307-Cover
Bolts
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 Hvdrants 33-12-40 L011151141
10/01/87 E442 Dry Bagel Fire Hydrant American-Darling Valve Drawing Nos.90-18608,94-18560 AWWA C-502
03/31/88 E-1-12 Dry Bagel Fire Hydrant American Darling Valve Shop Drawing No.94-18791 AWWA C-502
09/30/87 E-1-12 Dry Bagel Fire Hydrant Clow Corporation Shop Drawing No.D-19895 AWWA C-502
01/12/93 E442 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502
08/24/88 E442 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435,D20436,B20506 AWWA C-502
E442 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No.D-80783FW AWWA C-502
09/24/87 E442 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No.13476 AWWA C-502
Shop Drawings No.6461
10/14/87 E-1-12 Dry Barrel Fire HyBrant Mueller Company A-423 Centurion AWWA C-502
Shop Drawing FH-12
01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company 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 E442 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
Wat -Meters
02/05/93 E101-5 IDetector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4"-10"
08/05/04 1 iMagnetic Drive Vertical Turbine I Hersey Magnetic Drive Vertical I AWWA C701,Class 1 3/4"-6"
Water-Pipes/PVC(Pressure Water)33-31-70(01/08/13)
AWWA C900,AWWA C605,
01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14 ASTMD1784 4"42"
3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"42"
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"42"
5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-1"
AWWA C900-16
12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co.,Inc d/b/a JM Eagle DR 14 UL 1285 4"28"
ANSI/NSF 61
FM 1612
AWWA C900-16
12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co.,Inc d/b/a JM Eagle DR 18 UL 1285 16"-1"
ANSI/NSF 61
FM 1612
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(Wesflak) DR18 AWWA C900 16"-I"
9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlak) DR14 AWWA C900 4"-12"
9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"-12"
Wat s/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
08/1*1/98 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"42"
05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AWWA Cl 11IC153 4"to 36"
05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1500 Circle-Lock AWWA Cl 11IC153 4"to 24"
11/09/04 E1-07 IDuStile Iron Joint Restraints One Bolt,Inc. One Bolt Restrained Joint Fitting AWWA C111IC116IC153 4"to 12"
02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron,Inc. Megalug Series 1100(for DI Pip) AWWA C111IC116IC153 4"to 42"
02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron,Inc. Megalug Series 2000(for PVC Pip) AWWA C111IC116IC153 4"to 24"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma,Co. Sigma One-Lok SLC4-SLC10 AWWA C111IC153 4"to 10"
03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma,Co. Sigma One-Lok SLCS4-SLCS12 AWWA C111IC153 4"to 12"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma,Co. Sigma One-Lok SLCE AWWA C111IC153 12"to 24"
08/10/98 E1-07 MJ Fittings(DIP) Sigma,Co. Sigma One-Lok SLDE AWWA C153 4"-I"
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(Serampor) 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(Serampor) EZ Grip Joint Restraint(EZD)Black For DIP ASTM A536 AWWA Cl 11 3"-48"
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampor) EZ Grip Joint Restraint(EZD)Red for C900 ASTM A536 AWWA Cl 11 4"42"
DR14 PVC Pipe
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) Grip Joint Restraint(EZD)Red for C900 ASTM A536 AWWA Cl 11 16"-24"
DR18 PVC Pipe
*From Original Standard Products List 4
CITY OF FORT WORTH
FORT WORTH. WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated:03/29/2022
Note:All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis.Special bedding may be required for some pipes.
Approvali in JIL 'Manufacturer Model No. National
Water-Pi es Valves&Fittin s Resilient Seated Gate Valve*33-12-20 OS/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 94-2024 AWWA C515 16"
10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500(Ductile lrorn 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 SDD-20995 AWWA C515 16"
11/08/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve SD D-21652 AWWA C515 24"and smaller
11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30"&36"C-515 AWWA C515 30"and 36"(Note 3
11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24"to 48"(Note 3
05/08/91 E1-26 Resilient Seated Gate Valve Stockham Valves&Fittings AWWA C 509,ANSI 420-stem, 4"-12"
ASTM A 276 Type 304-Bolts&
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 FI—Maa[ec Gate Valve&Boxes
08/24/18 Matco Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4"to 16"
Wa s/Valves&Fittings/Rubber Seated Butterfly Valve 33-12-21 07/10/14
E1-30 Rubber Seated Butterfly Valve HenryPratt 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 D—rik 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 331221 Rubber Seated Butterfly Valve G.A.Industries Golden Andersorn AWWA C504 Butterfly Valve AWWA C-504 30"-54"
Water-Pol eth lene Enc tfil/08/13
05/12/05 E1-13 PoI3 ethylene Encasment Fl-sol Packaging Fulton Enterprises AWWA C105 8 mil LLD
05/12/05 E143 Polyethylene Encasment Mountain States Plastics SP and AEP Ind. Standard Hardware AWWA C105 8 mil LLD
05/12/05 E143 Polyethylene Encasment AEP Industries Bullstron 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 8mil LLD
lin Station
3/12/96 Water Sampling Station Water Plus B20 Water Sampling Station
Water-Automatic Flusher
HG6-A-IN-2-BRN-LPRR(Portabl)
10/21/20 Automated Flushing System Mueller Hydroguard HG2-A-IN--2-PVC-018-LPLG(Perm nent)
04/09/21 jAutomated Flushing System Kupferle Foundry Company Eclipse#9800wc
04/09/21 1 jAutomated Flushing System Kupferle Foundry Company Eclipse#9700(Portable)
*From Original Standard Products List 5
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