HomeMy WebLinkAboutContract 60158-PM1CSC No. 60158-PM1
gRTWORT
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
Water, Sewer, Paving, Drainage, and Street Light Improvements to Serve
Hampton Tract Phase 2
City Project No. 104313
File No. W-2904
X File No. X-27660
IPRC22-0253
FID NO.30114-0200431-104313-EO7685
Mattie Parker David Cooke
Mayor City Manager
Christopher P. Harder, P.E.
Water Director
Lauren Prieur, P.E.
Director, Transportation and Public Works Department
Shield Engineering Group
TBPE Firm #F-11039
TBPLS FIRM #10193890
1600 W 7th St, Suite 400
Fort Worth, TX 76102
817-810-0696
Prepared for
The City of Fort Worth
September 2023
Owner/Developer
D.R. Horton
6751 North Freeway
Fort Worth, 76131
817-230-0805
:k
CALEB F. IXJNN
............................
127799
�G,Fpd OFFICIAL RECORD
CITY SECRETARY
u--- FT. WORTH, TX
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 5
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions
Last Revised
nn�13
kwit do t bidders
03/20/2020
nn�13
instf,,etiors t Bidde s
03/20/2020
00 41 00
Bid Fo
04/02/2014
00 42 43
Proposal Form Unit Price
05/22/2019
00 43-13
Bid Ben
04/02/2014
0045 11
Bidders Prequalification's
04/02/2014
0045 12
Prequalification Statement
09/01/2015
99-4513
Bidder- Pr-eq alifiea4e kWipa
03/09/2020
00 45 26
Contractor Compliance with Workers' Compensation Law
04/02/2014
0045 40
M iner-ity Btisi ess Enterprise Goal
08/21/2018
00 52 43
Agreement
06/16/2016
00 61 25
Certificate of Insurance
07/01/2011
00 62 13
Performance Bond
01/31/2012
00 62 14
Payment Bond
01/31/2012
00 62 19
00 7200
Maintenance Bond
GeneralGoad tions
01/31/2012
i i ii T
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
91 3i 20
Drejeet Meetings
07/01/2011
01 32 33
Preconstruction Video
08/30/2013
013300
Submittals
08/30/2013
01 35 13
Special Project Procedures
08/30/2013
01 45 23
Testing and Inspection Services
03/20/2020
01 50 00
Temporary Facilities and Controls
07/01/2011
01 5526
Street Use Permit and Modifications to Traffic Control
07/01/2011
01 57 13
Storm Water Pollution Prevention Plan
07/01/2011
01 60 00
Product Requirements
03/20/2020
01 66 00
Product Storage and Handling Requirements
04/07/2014
01 70 00
Mobilization and Remobilization
04/07/2014
01 71 23
Construction Staking
04/07/2014
01 74 23
Cleaning
04/07/2014
01 77 19
Closeout Requirements
04/07/2014
01 78 23
Operation and Maintenance Data
04/07/2014
01 78 39
Project Record Documents
04/07/2014
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
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.eov/ti)w/contractors/
or
htti)s:Happs.fortworthtexas.eov/Proi ectResources/
Date
Division 02 - Existing Conditions Modified
0241 13 Selective Site Demolition 12/20/2012
02 41 14 r fill -, n o....oya i n ban r nepA 12/20/2012
0241 15 Pa-,,4 g Refn& f 02/02/2016
Division 03 - Concrete
03 30 00 Cast -In -Place Concrete 12/20/2012
0334 13 Controlled Low Strength Material (CLSM) 12/20/2012
0334 16 Concrete Base Material for Trench Repair 12/20/2012
038000 raodifl .atiors to > *istiag Gene -ete ct.-,,etufes 12/20/2012
Division 26 - Electrical
26 05 00
Common Work Results for Electrical
11/22/2013
2605 10
Demolition for Electrical Systems
12/20/2012
26 05 33
Raceways and Boxes for Electrical Systems
12/20/2012
26 05 43
Underground Ducts and Raceways for Electrical Systems
07/01/2011
26 05 50
Communication Multi - Duct Conduit
02/26/2016
Division 31-
Earthwork
31 1000
Site Clearing
12/20/2012
3123 16
Unclassified Excavation
01/28/2013
31 23 23
Borrow
01/28/2013
312400
Embankments
01/28/2013
31 25 00
Erosion and Sediment Control
12/20/2012
31�o
Gabiens
12/20/2012
31 37 00
Riprap
12/20/2012
Division 32 - Exterior Improvements
3'�T
PeM1affefA-AGP,1'VJ.t -%:i
12/20/2012
3201 19
Tempefary ,*halt IV.-
12/20/2012
32 01 29
Concrete Paving Repair
12/20/2012
27�3
Flexible Base Gets see
12/20/2012
32 1129
Lime Treated Base Courses
12/20/2012
1 11 ✓3
r efnen4 Treated Brio Co,,,.
12/20/2012
�2 113 ;'-
Liquid ed &oil DeAilizaf
08/21/2015
32 1216
AGrIn1t I';r.ag
12/20/2012
12/20/2012
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 5
32 13 13
Concrete Paving
12/20/2012
32 1320
Concrete Sidewalks, Driveways and Barrier Free Ramps
06/05/2018
32 1373
Concrete Paving Joint Sealants
12/20/2012
2'�
Dcicl1Jrlit-P*Yi*g
12/20/2012
32 16 13
Concrete Curb and Gutters and Valley Gutters
10/05/2016
32 1723
Pavement Markings
11/22/2013
Z7�5
Gufb Ad oaz NaiWeing
11/04/2013
2'�
/''1.ai Fences ^a`' Gatos
12/20/2012
27�0
Wire Fenees and Ga4es
12/20/2012
27�9
WeedFo. ees .,,..,1 Gates
12/20/2012
3232 13
Cast -in -Place Concrete Retaining Walls
06/05/2018
3291 19
Topsoil Placement and Finishing of Parkways
12/20/2012
32 92 13
Hydro -Mulching, Seeding, and Sodding
12/20/2012
32 93 43
Trees and Shrubs
12/20/2012
Division 33 - Utilities
33 01 30
Sewer and Manhole Testing
12/20/2012
3301 31
Closed Circuit Television (CCTV) Inspection
03/03/2016
3303 10
Bypass Pumping of Existing Sewer Systems
12/20/2012
3304 10
Joint Bonding and Electrical Isolation
12/20/2012
3304 11
Corrosion Control Test Stations
12/20/2012
33 04 12
Magnesium Anode Cathodic Protection System
12/20/2012
33 04-30
Te,,,r,.fa+y Wa4e,. Se....; e
07/01/2011
33 04 40
Cleaning and Acceptance Testing of Water Mains
02/06/2013
Z 2�o
Cleaning of Sewer- Mains
12/20/2012
3305 10
Utility Trench Excavation, Embedment, and Backfill
12/12/2016
3305 12
Water Line Lowering
12/20/2012
3305 13
Frame, Cover and Grade Rings - Cast Iron
01/22/2016
3305 13.10
Frame, Cover and Grade Rings - Composite
01/22/2016
Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to
3305 14
Grade
12/20/2012
3305 16
Concrete Water Vaults
12/20/2012
3305 17
Concrete Collars
12/20/2012
22�0
A*g,,r Dosing
12/20/2012
}
T,mnel Liner- Plate
12/20/2012
22�z
Stool C=asi ig Pipe
12/20/2012
22�3
Hand T,,,,ae4 .T
12/20/2012
22�4
of r,.f fie,. Pipe i Gasi g or- Tunnel Liner- er- Ul.,to
06/19/2013
33 05 26
Utility Markers/Locators
12/20/2012
33 05 30
Location of Existing Utilities
12/20/2012
ZZ�5
Belt Tr„ s and Gaskets
12/20/2012
33 i i io
Dt*etih frcy. Pi"
12/20/2012
33 11 11
Ductile Iron Fittings
12/20/2012
33 11 12
Polyvinyl Chloride (PVC) Pressure Pipe
11/16/2018
.3,3 1 1 --',3
Stool Cylinder- Type
Goneret:ezPr-essufe Pipe, Bar- 3x7,-.,..pe
12/20/2012
,
ZZ�4
Bur-ied Stool Pipe and Fatting
12/20/2012
✓3 11 15
Ppe St ar,& C=ea rote Gy4i der- Pipe
02/14/2017
33 12 10
Water Services 1-inch to 2-inch
12/20/2012
132 12 11
Large v a4e . Metef:s
12/20/2012
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 104313
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
33 1220
Resilient Seated Gate Valve
12/20/2012
33�T
AWALA Rubber- Coated BtAte-fly V 1y
02/06/2013
33 1225
Connection to Existing Water Mains
12/20/2012
33 1230
Combination Air Valve Assemblies for Potable Water Systems
01/03/2014
33 1240
Fire Hydrants
12/20/2012
33 'moo
AWejr Earny).e Stations
06/19/2013
33 'moo
Standard Blow egValye 4a3ai0r;
12/20/2012
3- P. 12
Qdfod in I-1a e Pipe (CIPP4
12/20/2012
P- P. 13
> ibefg Peron Pipe for- Gravity Samna,, Sewers
12/20/2012
ss f:ee,a
33 21 15
High Donfty R 1„o+>,..10� (TKDDE) Pia—fo, Ea\gitar, er
06/19/2013
33 31 20
Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe
12/20/2012
olyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer
33 31 21
P Pipe
12/20/2012
33 3, 22
Sanitaffye-- EliT, Lima
12/20/2012
33 3, 23
Saa e-- *o Enkargel3lent
04/26/2013
33 31 50
Sanitary Sewer Service Connections and Service Line
12/20/2012
33 31 70
C�:�'�I t; ,. A; �T 1.,e c ,,;� , , co..,o > o ra :r�
12/20/2012
3339 10
Cast -in -Place Concrete Manholes
12/20/2012
33 39 20
Precast Concrete Manholes
12/20/2012
333930
FiticTxlass Manholes
12/20/2012
2 Z�
Write..,°.- A eeess C1..,mbe,- (3A A G)
12/20/2012
33 39 60
Epoxy Liners for Sanitary Sewer Structures
07/01/2011
3341 10
Reinforced Concrete Storm Sewer Pipe/Culverts
12/20/2012
33 41 11
High Do,nt<, Polye+hylen0 (HDP r) Pipe f ,- Storm Drain
11/13/2015
Z2�2
Reinfer-eed n lyet ene (EnE) P*a
12/20/2012
33 46 00
Subdrainage
07/01/2011
33 4601
Slotted S otm Dens
07/01/2011
33 4602
Tfe-n3k Dminj
12/20/2012
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 Wingwalls
07/01/2011
Division 34 - Transportation
34 41 10
Tr-affie c:,.n 1s
10/12/2015
24 ^� n-i 0.01
Attaehmen4 A Coatr-elle-rCabinet
12/18/2015
3 ^ ^�02
Attaehmen4 B Eentre'a' erSpeeifie-atian
02/2012
34 41 10.03
AttaehmefA C Seftwafespecifeat�r
01/2012
34 41 11
Tem per- fy --r-a ff e Signals
11/22/2013
211 11 13
Removing Tr-affie Signals
12/20/2012
3/1 1 l5
Reeta*gulr.-.Rarid Flachl ing Baaee
11/22/2013
34� 4 16
Pc� trxxi Hybci,4 Signal
11/22/2013
34 41 20
Roadway Illumination Assemblies
12/20/2012
34 ^�01
Aatorlal LED Izocdway 1/amirk-kras
06/15/2015
34 4120.02
�
Freeway LED Read-., ., r
�arrlinairos
06/15/2015
34 ^�03
efA; J. = Rae } 1/armnwr s
06/15/2015
34 41 30
Aluminum Signs
11/12/2013
3471 13
Traffic Control
11/12/2013
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 5
Appendix
GC-4.02
Subsurface and Physical Conditions
GC-6.09
Permits and Utilities
GR-01 60 00
Product Requirements
END OF SECTION
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised March 20, 2020
00 42 43
DAP - Bm PROPOSAL
Page 1 of 7
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist
Description
Specification
I Unit of
Bid
Unit Price
Bid Value
Item No
Section No,
I Measure
Quantity
UNIT I - A: WATER IMPROVEMENTS (ONSITE
1
0241,1118 4"-12" Pressure Pluq
0241 14
2
$310.00
$620.00
1 2
3005.0003 8" Waterline Lowering
33 05 12
EA
20
$5,250.00
$105,000.00
3
3201,0121 4' Wide Asphalt Pvmt Repair, Arterial
3201 17
LF
15
$173.00
$2.595.00
4
3305.0109 Trench Safety
33 05 10
LF
9,169
$0.10
$916.90
5
3305.0116 Concrete Encasement for Utility Pipes
33 05 10
CY
5
$400.00
$2,000.00
6
3305.1003 20" Steel Casing By Open Cut
33 05 22
LF
138
$160,00
$22,080.00
7
3311.0001 Ductile Iron Water Fittinqs w/ Restraint
33 11 11
TON
4
$6,000.00
$24.000.00
8
3311.0261 8" PVC Water Pipe
3311 12
LF
9,169
$54.20
$496,959.80
9
3312.0001 Fire Hydrant w/ Gate Valve
33 1240
EA
10
$7,360.00
$73,600.00
10
3312,0117 Connection to Existing 4"-12" Water Main
33 12 25
EA
1
$2,600.00
$2,600.00
( 11
3312.2003 1" Water Service (Irrigation)
33 1210
EA
8
$1.510.00
$12,080,00
f 12
3312.2003 1" Water Service (Domestic)
33 12 10
EA
227
$1,500.00
$340,500.00
13
3312,3003 8" Gate Valve & Box
33 12 20
EA
28
$2,500.00
$70,000.00
14
3471.0013 Traffic Control
3471 13
MO
1
$2,500.00
$2,500.00
15
16
17
-
18
19
- -
2D
21
22
_
23
24 _..
25
26
_
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
TOTAL UNIT I
-A: WATER IMPROVEMENTS
(ONSITE1 $
1,155,451.70
Cn'i OF FORT WORTH
STANDARD CONSTRUMON SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Forte Vetstoa May 22, 2019 00 42 43_HantptoiWh2_Bid Proposal_DAP_Util.xtsx
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
0042113
DAP - BID PROPOSAL
Page 2 of 7
Bidder's Application
Bidllst
Description
(
Specification
I
Unit of
I
Bid
Item No
Section No,
Measure
Quantity
UNIT I - B: WATER IMPROVEMENTS (OFFSITE)
1
'0241.1118 4"-12" Pressure Plug
0241 14
EA
1
2
3305.0109 Trench Safety
33 05 10
LF
643
3
3311.0001 Ductile Iron Water Fittings wf Restraint
3311 11
TON
1
4
3311.0251 8" DIP Water
3311 10
LF
260
5
3311.0261 8" PVC Water Pipe
3311 12
LF
383
6
3312.0001 Fire Hydrant w( Gate Valve
33 12 40
EA
1
7
3312.0117 Connection to Existing 4"-12" Water Main
33 12 25
EA
1
8
3312.3003 8" Gate Valve & Box
33 12 20
EA
2
9
3471.0013 Traffic Control
3471 13
MO
1
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
Bidder's Proposal
Unit Price I Bid Value
$310.00
$310.00
$0.10
$64.30
$6,000.00
$6.000.00
$68.00
$17,680.00
$54.20
$20.758.60
$7,360A0
$7,360.00
$1,300.00
$1.300.00
$2,500.00
$5.000.00
$1,500.00
$1,500.00
TOTAL UNIT I - B: WATER IMPROVEMENTS (OFFSITE) $ 59,972.90
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCU-MENTS - DEVELOPER AWARDED PROJECrS
Fonu V-- May 22. 2019 00 42 13_H—p1viW1i2Bid Propom1_DAP.Utd xlsx
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
00 42 43
DAP - BID PROPOSAL
Pnp 3 or 7
Bidder's Application
Bidllst
Description
I
ISpecification
I Unit of I
Bid
Item No.
Section No.
1 Measure
Quantity
UNIT II: SANITARY SEWER IMPROVEMENTS
1
0330.0001 Concrete Encase Sewer Pipe
03 30 00
CY
4
I2
3137.0102 Large Stone Riprap, dry
31 37 00
SY
160
3
3301.0002 Post -CCTV Inspection
3301 31
LF
9509
4
3301.0101 Manho a Vacuum Testing
3301 30
EA
38
5
3305.0107 Manhole Adiustment, Minor
33 05 14
EA
1
6
3305.0109 Trench Safety
33 05 10
LF
9509
7
3305.0113 Trench Water Stops
33 05 15
EA
24
8
3305.0202 Imported Embedment/Backfill, CSS
33 05 10
LF
640
9
3305.1003 20" Steel Casing By Open Cut
34 05 10
LF
160
10
3331.3101 4" Sewer Service
33 31 50
EA
227
11
3331.4115 8" Sewer Main
33 31 20
LF
9,268
12
3331.4119 8" DIP Sewer Main
3311 10
LF
241
13
3339.0001 Epoxy Manhole Liner
33 39 60
VF
34
14
3339.1001 4' Manhole
33 39 10
EA
39
15
3339.1003 Extra Depth Manhole ( > 6.0')
33 39 10
VF
138
16
3471-0013 Traffic Control
3471 13
MO
1
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
Bidder's Proposal
Unit Price I Bid Value
$450.00
$1,800.00
$96.00
$15.360.00
$3.00
$28,527.00
$145.00
$5.510,00
$1,100.00
$1,100.00
$1.00
$9,509.00
$350.00
$8,400.00
$52.00
$33,280.00
$160.00
$25,600.00
$1,440.00
$326.880.00
$62.00
$574,616.00
$121.00
$29,161.00
$400.00
$13,600.00
$4,250.00
$165,750.00
$200.00
$27,600,00
$1,500.00
$1500.00
TOTAL UNIT II: SANITARY SEWE 2 IMPROVEMENTS $ 1,266,393.00
CTIY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOnTSCENTS - DEVELOPER AWARDED PROJECTS
Fomt Version My 22. 2019 00 42 43 HamproaPh2_Bid Proposat_DAP_Ut,L.M
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
00 42 43
DAP - BID PROPOSAL.
Page 4 of 7
Bidder's Application
Bidlist
Description
Specification
Unit of
Bid
Item No.
Section No.
Measure
Quantity
UNIT III - A: DRAINAGE IMP kOVEMENTS (_
NSITE),
1
3137.0102 Large Stone Riprap, dry
31 37 00
SY
649
2
3305.0109 Trench Safety
33 05 10
LF
4,583
3
3341.0201 21" RCP. Class III
3341 10
LF
210
4
3341.0205 24" RCP, Class III
3341 10
LF
650
5
3341.0205 27" RCP, Class 111
3341 10
LF
86
6
3341.0302 30" RCP, Class 111
3341 10
LF
50
7
3341.0312 36" RCP, Class III
3341 10
LF
893
8
3341.0402 42" RCP, Class 111
3341 10
LF
2,327
9
3341.0502 54" RCP, Class 111
3341 10
LF
367
10
3349.0001 4'Storm Junction Box
33 49 10
EA
5
11
3349.0002 5' Storm Junction Box
33 49 10
EA
5
12
3349.0003 6' Storrn Junction Box
34 49 10
EA
1
13
3349.0004 7' Storm Junction Box
35 49 10
EA
1
14
3349.5001 10' Curb Inlet
33 49 20
EA
2
15
3349.5002 15' Curb Inlet
33 49 20
EA
22
16
3349.7001 4' Drop Inlet
33 49 20
EA
2
17
9999.0001 42" Sloping Headwall
00 00 00
EA
2
18
9999.0002 54" Sloping Headwall
00 00 00
MO
1
19
20
21._- —
22
23
24._
v -
_-
--
24
26
27
28
29.._
30
-
31
—
32
-
34
35
36
37
38
39
40--
41
42
_
43
TOTAL UNT III - A: DRA NAGE IMPROk EMENTS (ONSITE) $
CrrY Or FORT WORTH -'
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Fow V—oa May 22. 2019
Bidder's Proposal
Unit Price I Bid Value
$96.00
$62,304.00
$0.50
$2,291.50
$91.00
$19,110.00
$103,00
$66,950.00
$118.00
$10,148.00
$129.00
$6,450.00
$166.00
$148,238.00
$217,00
$504,959.00
$311.00
$114.137.00
$6,300.00
$31.500.00
$7.200.00
$36,000.00
$9.400.00
$9,400.00
$12,100.00
$12,100.00
$5.900.00
$11,800.00
$8,000.00
$176,000.00
$6,500.00
$13,000.00
$3,500.00
$7.000.00
$4,500,00
$4,500.00
1,236,887.50
00 42 43_Ha.W1-P14 Hid ProposN—DAP Uril,!sc
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
004243
DAP - BID PROPOSAL
Page S of
Bidder's Application
Bidder's Proposal
Bidlist
I Description
Specification
1 Unit of I
Bid
Unit Price I
Bid Value
item No.
Section No.
Measure
Quantity
UNIT III - B: DRAINAGE IMPROVE VENTS (OFFSITE - McCART)
1
0241.4401 Remove Headwall/SET
024114
EA
2
$7,500.00
$15,000.00
2
3137.0102 Large Stone Riprap, dry
31 3700
SY
837
$96.00
$80,352.00
3
3305.0109 Trench Safety
33 05 ! 0
LF
140
$0.50
$70.00
4
3341.0201 21" RCP, Class III
3341 10
LF
32
$92.00
$2,944,00
5
3341.0205 27" RCP, Class III
3341 10
LF
88
$123.00
$10,824.00
6
3349.6002 15' Recessed Inlet
33 49 20
EA
2
$8,000.00
$16,000.00
7
9999,0003 Skew Winged Head Wall
00 00 00
EA
2
$106,500.00
$213,000.00
8
9999.0004 MBC 513-19x5'
00 00 00
LF
20
$6,211.00
$124,220.00
9
9999.0005 MSC 6B-10'x5'
00 00 00
LF
12
$7.430.00
$89,160.00
10
11
12
13
..
14
15
1s
17
19
y
20
21
22
_
23
24
25
26
27
—
28
_
29
30
31
32
_
33
34
35
36
37
38
_
39
40
41
d2
43
44 _
45
TOTAL UNIT III - B: DRAINAGE IMPROVEMENTS (OFFSITE -
VCCARTI $
661,670.00
Crh' OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCTINIENiS - DEVELOPER AWARDED PROJECTS
Fomi Veisioa May 22, 2019 004243 Hamp[oiiPlO. BiA Pivpawl DAP_Utilxlss
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
004243
DAP - BID PROPOSAL
Peg, 6 of 7
Bidder's Application
Bidder's Proposal
Bidlist
Description
Specification
Unit of
I
Bid
Unit Price
Bid Value
Item No,
Section No.
Measure I
Quantity
UNIT III - C: DRAINAGE IMPROVEMENTS
(OFFSITE - OLD
'3LEBURNE
CROWLEY)
1
0241.4401 Remove Headwall/SET
0241 14
EA
1
$7,500.00
$7,500.00
2
3137.0102 Large Stone Riprap, dry
31 37 00
SY
622
$96.00
$59,712.00
3
3305.0109 Trench Safety
33 05 10
LF
673
$0.50
$336.50
5
3341.0205 27" RCP, Class III
3441 10
LF
604
$124.00
$74,896.00
6
3341.0305 33" RCP, Class III
3541 10
LF
6
$176.00
$1,056.00
5
3341.0312 36" RCP, Class III
3341 10
LF
42
$170.00
$7,140.00
6
3349.0001 4' Storm Junction Box
33 49 10
EA
2
$6,300.00
$12,600.00
7
3349.5002 15' Curb Inlet
33 49 20
EA
1
$8,000.00
$8.000.00
8
3349.7001 4' Drop Inlet
33 49 20
EA
1
$6,500 00
$6,500.00
9
9999.0003 Skew Winged Head Wall
00 00 00
EA
1
$352,000.00
$352,000.00
10
9999.0006 MBC 5B-10'x4'
00 00 00
LF
21
$5,835.00
$122.535.00
11
12
14
15
-
16
1719
18
—
20
21
22
23
24
25
26
27
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
- TOTAL UNIT III - C: DRAINAGE IMPROVEMENTS (OFFSITE - OLD CLE
--URNS CROWLEY) $
652,275.50
CFTY'OF FOR:r WORTH
STANDARD CONSTRUCTION SPECIFICA rtON DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form W.-1VIay 22.2019 00 42 43H-,ptoaPh2 Bid Prop.Q1_DAP 1Jh1.xhx
UNIT PRICE BID
Bidlist
Item No
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
Description
0042 .t3
DAP - BID PROPOSAL
Page 7 of 7
Bidder's Application
Specification Unit of Bid
Section No. I Measure Quantity
Bid Summary
TOTAL UNIT I - A: WATER IMPROVEMENTS (ONSITE)
TOTAL UNIT I - B: WATER IMPROVEMENTS (OFFSITE)
TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS
TOTAL UNIT III - A: DRAINAGE IMPROVEMENTS (ONSITE)
TOTAL UNIT III - B: DRAINAGE IMPROVEMENTS (OFFSITE - McCART)
TOTAL UNIT III - C: DRAINAGE IMPROVEMENTS (OFFSITE - OLD CLEBURNE CROWLEY)
Total Construction Bid
This Bid is submitted by the entity named below:
BIDDER:
Burnsco Construction, Inc
6331 Southwest Bled,
Benbrook, TX 76132
Contractor agrees to complete R"ORK for FINAL .ACCEPTANCE within
CONTRACT commences to run as provided in the General Conditions.
CM' OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Font Version May 22, 2019
Bidder's Proposal
Unit Price I Bid Value
TITLE: atilt
DATE:
$1,155,451.70
$59,972.90
$1,266,393.00
$1,235,887.50
$551, 570.00
$652,275.50
$4,921,550,60
180 working days after the date when the
00,1213_"—pro,,Pf2_Bid Ptuposel_DAP Utilxkx
0045 11 -1
BIDDERS PREQUALIFICATIONS
Page 1 of 3
1 SECTION 00 45 11
2 BIDDERS PREQUALIFICATIONS
4 1. Summary. All contractors are required to be prequalified by the City prior to submitting
5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification
6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is
7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder
8 Prequalification Application in accordance with the requirements below.
9
10 The prequalification process will establish a bid limit based on a technical evaluation and
11 financial analysis of the contractor. The information must be submitted seven (7) days prior
12 to the date of the opening of bids. For example, a contractor wishing to submit bids on
13 projects to be opened on the 7th of April must file the information by the 31st day of March
14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's
15 Prequalification Application, the following must accompany the submission.
16 a. A complete set of audited or reviewed financial statements.
17 (1) Classified Balance Sheet
18 (2) Income Statement
19 (3) Statement of Cash Flows
20 (4) Statement of Retained Earnings
21 (5) Notes to the Financial Statements, if any
22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles
23 of Incorporation, Articles of Organization, Certificate of Formation, LLC
24 Regulations, Certificate of Limited Partnership Agreement).
25 c. A completed Bidder Prequalification Application.
26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas
27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification
28 number visit the Texas Comptroller of Public Accounts online at the
29 following web address www.window.state.tx.us/taxi)ennit/ and fill out the
30 application to apply for your Texas tax ID.
31 (2) The firm's e-mail address and fax number.
32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number
33 is used by the City for required reporting on Federal Aid projects. The DUNS
34 number may be obtained at www.dnb.com.
35 d. Resumes reflecting the construction experience of the principles of the firm for firms
36 submitting their initial prequalification. These resumes should include the size and
37 scope of the work performed.
38 e. Other information as requested by the City.
39
40 2. Prequalification Requirements
41 a. Financial Statements. Financial statement submission must be provided in
42 accordance with the following:
43 (1) The City requires that the original Financial Statement or a certified copy
44 be submitted for consideration.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104313
Revised April 2, 2014
0045 11 -2
BIDDERS PREQUALIFICATIONS
Page 2 of 3
1
(2)
To be satisfactory, the financial statements must be audited or reviewed
2
by an independent, certified public accounting firm registered and in
3
good standing in any state. Current Texas statues also require that
4
accounting firms performing audits or reviews on business entities within
5
the State of Texas be properly licensed or registered with the Texas State
6
Board of Public Accountancy.
7
(3)
The accounting firm should state in the audit report or review whether
8
the contractor is an individual, corporation, or limited liability company.
9
(4)
Financial Statements must be presented in U.S. dollars at the current rate
10
of exchange of the Balance Sheet date.
11
(5)
The City will not recognize any certified public accountant as
12
independent who is not, in fact, independent.
13
(6)
The accountant's opinion on the financial statements of the contracting
14
company should state that the audit or review has been conducted in
15
accordance with auditing standards generally accepted in the United
16
States of America. This must be stated in the accounting firm's opinion.
17
It should: (1) express an unqualified opinion, or (2) express a qualified
18
opinion on the statements taken as a whole.
19
(7)
The City reserves the right to require a new statement at any time.
20
(8)
The financial statement must be prepared as of the last day of any month,
21
not more than one year old and must be on file with the City 16 months
22
thereafter, in accordance with Paragraph 1.
23
(9)
The City will determine a contractor's bidding capacity for the purposes
24
of awarding contracts. Bidding capacity is determined by multiplying the
25
positive net working capital (working capital = current assets — current
26
liabilities) by a factor of 10. Only those statements reflecting a positive
27
net working capital position will be considered satisfactory for
28
prequalification purposes.
29
(10)
In the case that a bidding date falls within the time a new financial
30
statement is being prepared, the previous statement shall be updated with
31
proper verification.
32
b. Bidder Prequalification Application. A Bidder Prequalification Application must be
33
submitted along with audited or reviewed financial statements by firms wishing to be
34
eligible to bid on all classes of construction and maintenance projects. Incomplete
35
Applications will be rejected.
36
(1)
In those schedules where there is nothing to report, the notation of
37
"None" or "N/A" should be inserted.
38
(2)
A minimum of five (5) references of related work must be provided.
39
(3)
Submission of an equipment schedule which indicates equipment under
40
the control of the Contractor and which is related to the type of work for
41
which the Contactor is seeking prequalification. The schedule must
42
include the manufacturer, model and general common description of
43
each piece of equipment. Abbreviations or means of describing
44
equipment other than provided above will not be accepted.
45
46 3. Eligibility to Bid
47 a. The City shall be the sole judge as to a contractor's prequalification.
48 b. The City may reject, suspend, or modify any prequalification for failure by the
49 contractor to demonstrate acceptable financial ability or performance.
50 c. The City will issue a letter as to the status of the prequalification approval.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104313
Revised April 2, 2014
0045 11 -3
BIDDERS PREQUALIFICATIONS
Page 3 of 3
1 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid
2 the prequalified work types until the expiration date stated in the letter.
3
8 END OF SECTION
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104313
Revised April 2, 2014
0045 12
BAP PPEQUAI.IFICATION ST.ATENIENT
Page 1 of 1
SECTION 00 45 12
DAP — PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work
Tyne" box provide the complete major work tvve and actual description as provided by the Water
Department for water and sewer and TPW for oavina.
Major Work Type
Contractor/Subcontractor Company Name
Prequalification
Expiration Date
Water Distribution, New
Bumsco Construction, Inc
/,11Pa,;?V
Development (> 8 in)
Sewer Collection System, New
Bumsco Construction, Inc
�Oa�
Development (> 8 in)
Bumsco Construction, Inc
toAIX.; 5
Drainage Improvements
The undersigned hereby certifies that the contractors and -or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Bumsco Construction, Inc
6331 Southwest Blvd.
Benbrook, TX 76132
BY:
(Signature)
TITLE: sibe h
DATE: i�i�c4st .Z1, �0•�-3
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT —DEVELOPER AWARDED PROJECTS
Form Version September 1, 2015
HAMPTON TRACT PHASE 2
CPN 104313
2
3
4
5
6
7
8
9
10
it
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
00 45 26. 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section. 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No. 104313. Contractor further certifies that, pursuant to Texas Labor Code, Section
406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
worker's compensation coverage.
CONTRACTOR:
Burnsco Construction. Inc. By: O�y1'Ow1ik-�
Company (Please Print)
6331 Southwest Blvd Signature:
Address
Benbrook. TX 76132 Title: 2�'S I'D E;-J
City/State/Zip (Please Print)
THE STATE OF TEXAS
COUNTY OF TARRANT §
BEFORE VE, the Lplersigned authority, on this day personally appeared
J&A" "5 , known to me to be the person whose name is
subscribed to the foregoing inswjWnt, atjdacknowledged to me that he.'she executed the same as
the act and deed of &m5me> LAKSAfAC i. lAre • for the purposes and
consideration therein expressed and in the capacity therein stated.
GIV,EV UNDER HAND ANDEAL OF OFFICE this of l s T day of
�rS 20..
CESILIA CANALES
Notary ID #131652996 Notary Public in and for the State of Texas
sq�+~ My Commission Expires
July 24, 2026
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2, 2014
HAMPTON TRACT PHASE 2
CPN:104313
W
SECTION 00 52 43
AGREEMENT
00 52 43 - 1
Developer Awarded Project Agreement
Page 1 of 4
3 THIS AGREEMENT, authorized on 8/23/2023 is made by and between the Developer, D.R.
4 HORTON — Texas, Ltd, authorized to do business in Texas ("Developer") , and Burnsco
5 Construction Inc, authorized to do business in Texas, acting by and through its duly authorized
6 representative, ("Contractor").
7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
8 follows:
9 Article 1. WORK
10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
11 Project identified herein.
12 Article 2. PROJECT
13 The project for which the Work under the Contract Documents may be the whole or only a part is
14 generally described as follows:
15 Hampton Tract Phase 2
16 City Proiect Number: 104313
17 Article 3. CONTRACT TIME
18 3.1 Time is of the essence.
19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
20 Documents are of the essence to this Contract.
21 3.2 Final Acceptance.
22 The Work will be complete for Final Acceptance within (180) working days after the date
23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard
24 City Conditions of the Construction Contract for Developer Awarded Projects.
25 3.3 Liquidated damages
26 Contractor recognizes that time is of the essence of this Agreement and that Developer
27 will suffer financial loss if the Work is not completed within the times specified in
28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of
29 the Standard City Conditions of the Construction Contract for Developer Awarded
30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in
31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not
32 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees
33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay
34 Developer Six Hundred Fiftv Dollars ($650.00) for each day that expires after the time
35 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
36 Acceptance.
CITY OF FORT WORTH Hampton Tract Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104313
Revised June 16, 2016
00 52 43 -2
Developer Awarded Project Agreement
Page 2 oI4
37 Article 4. CONTRACT PRICE
38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
39 Documents an amount in current funds of FOUR MILLION NINE HUNDRED TWENTY ONE
40 THOUSAND FIVE HUNDRED FIFTY DOLLARS AND SIXTY CENTS ($4,921,550.60).
41 Article 5. CONTRACT DOCUMENTS
42 5.1 CONTENTS:
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
5R
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
A. The Contract Documents which comprise the entire agreement between Developer and
Contractor concerning the Work consist of the following:
1. This Agreement.
2. Attachments to this Agreement:
a. Bid Form (As provided by Developer)
1) Proposal Form (DAP Version)
2) Prequalification Statement
3) State and Federal documents (project specific)
b. Insurance ACORD Form(s)
c. Payment Bond (DAP Version)
d. Performance Bond (DAP Version)
e. Maintenance Bond (DAP Version)
f. Power of Attorney for the Bonds
g. Worker's Compensation Affidavit
h. MBE and/or SBE Commitment Form (If required)
3. Standard City General Conditions of the Construction Contract for Developer
Awarded Projects.
4. Supplementary Conditions.
5. Specifications specifically made a part of the Contract Documents by attachment
or, if not attached, as incorporated by reference and described in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
CITY OF FORT WORTH Hampton Tract Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN ; 04313
Revised June 16, 2016
00 52 43 - 3
Developer Awarded Project Agreement
Page 3 of 4
75 Article 6. INDEMNIFICATION
76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
77 expense, the city, its officers, servants and employees, from and against any and all
78 claims arising out of, or alleged to arise out of, the work and services to be performed
79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
80 under this contract. This indemnification arovision is specifically intended to operate
81 and be effective even if it is alleged or aroven that all or some of the damages being
82 sought were caused, in whole or in part, by anv act, omission or neg Uience of the city.
83 This indemnity provision is intended to include, without limitation, indemnity for
84 costs, expenses and legal fees incurred by the city in defending against such claims and
85 causes of actions.
86
87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
88
the city, its officers, servants and employees, from and against any and all loss, damage
89
or destruction of property of the city, arising out of, or alleged to arise out of, the work
90
and services to be performed by the contractor, its officers, agents, employees,
91
subcontractors, licensees or invitees under this contract. This indemnification
92
provision is specifically intended to operate and be effective even if it is alleged or
93
proven that all or some of the damages being sought were caused. in whole or in part,
94
by anv act, omission or negligence of the city.
95
96
Article
7. MISCELLANEOUS
97
7.1
Terms.
98
Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
99
the Construction Contract for Developer Awarded Projects.
100
7.2
Assignment of Contract.
101
This Agreement, including all of the Contract Documents may not be assigned by the
102
Contractor without the advanced express written consent of the Developer.
103
7.3
Successors and Assigns.
104
Developer and Contractor each binds itself, its partners, successors, assigns and legal
105
representatives to the other party hereto, in respect to all covenants, agreements and
106
obligations contained in the Contract Documents.
107
7.4
Severability.
108
Any provision or part of the Contract Documents held to be unconstitutional, void or
109
unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
110
remaining provisions shall continue to be valid and binding upon DEVELOPER and
III
CONTRACTOR.
112
7.5
Governing Law and Venue.
113
This Agreement, including all of the Contract Documents is performable in the State of
114
Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
115
Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH Hampton Tract Phase 2
STANTDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 104313
Revised June 16, 2016
005243-4
Developer Awarded Project Agreement
Page 4 of 4
116
117 7.6 Authority to Sign.
1I8 Contractor shall attach evidence of authority to sign Agreement, if other than duly
119 authorized signatory of the Contractor.
120
121 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
122 counterparts.
123
124 This Agreement is effective as of the last date signed by the Parties ("Effective Date").
12-5
Contractor:
Burnscgkan ction, Inc
By: v
(Signature)
Je6,-, G f
(Printed Name)
Title: Pke51 D 424
Company Name: Bulnso Construction
Inc
Address:
6331 Southwest Blvd
City/State./Zip: Benbrook, TX 76132
8/23/2023
Date
126
Developer:
D.R. HORTON— Texas, Lid
By „►%� —�
(Signature)
Justin Bosworth
(Printed Name)
Tide:
Company name: D.R. Horton — Texas,`Ztd
Address:
6751 North Fwy
City/State/Zi : Fort Worth, TX 76131
�ja�
Date
CITY OF FORT WORTH Hampton Tract Phase 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104313
Revised June 16, 2016
Bond 0022236960
0062 13- 1
PLRFORNIANCE RONn
Pap I oil
1 SECTION 00 62 13
2 PERFORMANCE BOND
3
I THE STATE OF TEXAS
5 § KNOW ALL, BY THESE PRESENTS:
6 COUNTY OF TARRuANT
7 That we, Durnsco Construction Inc, known as "Principal" herein and
g Liberty Mutual Insurance Company a corporate surcty(sureties, if more than one) duly
9 authorized to do business in the State of Texas, known as "Surety' herein (whether one or more), are held
t0 and finely bound unto the Developer, D. R. HORTON — Texas, Ltd, authorized to do business in Texas
t I ("Developer") and the City of Tort Worth, a Texas municipal corporation ("City"), in the penal stun of,
12 FOUR 1NIILLION NINE HUNDRED TWENTY ONE THOUSAND FIVE HUNDRED FIFTY
13 DOLLARS AND SIXTY CENTS ($4,921,550.60), lawful money of the United States, to be paid in Fort
14 Worth, Tarrant County, Texas for the payment of which sun welland 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, finnly by these presents.
17 WHEREAS, Developer and City have entered into an Agreement for the construction of
13 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA
19 Number CFA 23-0079; and
20 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the
21 23d day of August __ 7-023, which Contract is hereby referred to and made a part hereof for
22 all purposes as if fully set Forth herein, to furnish all materials, equipment labor and otlier accessories
23 defined by law, in the prosecution of the Work, including any Change Orders, as provided for in said
24 Contract designated as Hampton Tract Phase 2.
25 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall
26 faithfully perform it obligations under the Contract and shall iu all respects duly and faithfully perform the
27 Work, including Change Orders, under the Contract, according to the plans, specifications, and contract
r; documents therein referred to, and as well dw•ing any period of extension of the Contract that may be
_() granted on the part of the Developer and'or City, then this obligation shall be and become null and void,
;u otherwise to remain in fill force and effect.
CITY (N. w1 r W (A(M HAMPTON TRACT Pt1ASE
STANDARD CITY CONN I10NS - M-NE1 OPER AWAROL) PKOJECT,S ('P 1 194313
Re4vwd houaiy 3I, M !
006213-2
PERVORMANCF:BOND
Pug' 3 u12
t PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant
2 County, Texas or the United States District Couti for the Northern District of Texas, Fort Worth Division,
3 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas
4 Govenunent Code, as amended, and all liabilities on this bond shall be determined in accordance with the
5 provisions of said statue.
6 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this
7 instrument by duly authorized agents and officers on this the 23rd day of AuguSt �0
8 23
9
t0
ll
12
13
14
l5 ATTEST:
16
17
18 {principal) . ecretaly
t9
21
20
23 l/r/��il F7
22
24 Witness as to Priaeipal
25
26
27
28
29
30
31
32
33
34
35
36
37�
38
39 Witness as to Surety
44
41
42
PRINCIPAL.
Burnsco Censtt 1 ton.lnc
S i atu
John Burns, President
Name and Title
Address- 6331 Southwest Blvd
Benbrook. TX 76132
SURE`IT:
Liberty Mutual Insurance Company __..
BY. t: JRu,(U'4tt 4_t A)to
%iguature
Sophinie Hunter, Attorney -In -Fact
Naine and Titre
Address: 2200 Renaissance Blvd., Suite 400
King of Prussia, PA 19406
Telephone Number: 214-989-0000
43 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from
44 the by-laws showing that this person has authority to sign such obligation. if Surety's
45 physical address is different from its mailing address, both must be provided.
46 The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FOR] WOR111
STANDARD C1'CYCONDITIONS DEvELOPERAWAtu)EDPROJECtS
Reetsed January]i,'U12
H:xtin'I ON TFUCT PHASE
CPN.104313
Bond #022236960
006214.1
PAY'1` ENT BOND
Page l of 2
i 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, Bttrnseo Construction Inc, known as "Principal' herein, and
8 Liberty Mutual Insurance Company a corporate surety ( or
9 sureties if more than one), duly authorized to do business in the State of Texas, known as
11) "Surety" herein (whether one or more), are held and firmly bound unto the Developer, D. R.
11 HORTON — Texas, Ltd, authorized to do business in Texas "(Developer"), and the City of Fort
1' Worth, a Texas municipal corporation ("City"), in the penal sum of, FOUR MILLION NINE
I IiUNDRED T"'ENTY ONE THOUSAND FIVE HUNDRED FIFTY DOLLARS AND
la SIXTY CENTS ($4,921,550,60), lawful money of the United States, to be paid in Fort Worth,
15 Tan -ant County, Texas, for the payment of Which sum well and truly be made jointty unto the
16 Developer and tie City as dual obligees, we bind ourselves, our heirs, executors, administrators,
17 successors and assigns, jointly and severally-, firmly- by these presents:
III WHEREAS, Developer and City have entered into an Agreement for the construction of
14) community facilities in the City of Fort Worth, by and through a Community Facilities
21) Agreement, CFA Number CFA 23-0079; and
2t WHEREAS, Principal has entered into a certain written Contract with Developer,
22 awarded the 23rd day of _ AUgUSt 20 23 , 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 Hampton tract Phase 2.
2G 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
m Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the work under
2k) the Contract, then this obligation shall be and become null and void; otherwise to remain in full
10 force and effect.
CI t Y OF l•UKT 1C'OKM HAMP CON TRACT PHASE 2
STANDARD Cl I Y CONDI ROM DEVELOPER AWARDED PROTECTS CPN: 10431
Rccised January 3 I, 2012
006214.2
PAYMENT BOND
Page 2 o1'2
I 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 23rd day of
6 August M 23 .
7
8
9
to
11
12
13
14
ATTEST:
(Principal] ceretary
f-a'" L�l �*'
Witness as to Principal
ATTEST:
Jt,•411A- a 1"K&'
(Surety) Secretary
Witness as to Surety
PRINCIP
Burns Constr tion. Inc
BY: _
SI�17a re -- _---
John Burns, President
Name and Title
Address: 6331 Southwest Blvd
Benbrook, TX 76132
—
SURETY:
Liberty Mutual Insurance Company
BY:
Signal re
Sophinie Hunter, Attorney -In -Fact
Name and Title
Address: 2200 Renaissance Blvd., Suite 400
Kinc of Prussia, PA 19406
Telephone Number: 214-989-0000
Note: if signed by an officer of the Surety, there must be on file a certified extract from the
bylaws showing that this person has authority to sign such obligation. If Surety's physical
address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
CR Y OF FORT WORI II tiAlvtPTo,4'rR.%c'I PHASE 2
STANDARD CITY CONDITIONS - DEVELDPER AWARDED PROJECTS CNN: 104313
Reused January 31, 2012
Bond #022236960
00Q I9-1
MAINTENANCE BOND
Page I of 3
1 SECTION 00 62 19
2 MAINTENANCE BOND
3
4 THE STATE OF TEXAS
s § KNOW ALL BY THESE PRESENTS:
( 6 COUNTY OF TARRANT
7 That we Burusco Construction Inc, known as "Principal" herein and
8 Liberty Mutual Insurance Companya corporate surety (sureties, if more than one) duly
9 authorized to do business in the State of Texas, known as "Surety' herein (whether one or more),
It) are held and firmly bound unto the Developer., D. R. HORTON — Texas. Ltd.., authorized to do
I I business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation
12 ("City"), in the sure of FOUR 11VULLION NINE HUNDRED TWENTY ONE THOUSAND
I; FIVE HUNDRED FIFTY DOLLARS AND SIXTY CENTS ($4,921,550,60), lawful money of
14 the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum
1.5 well and truly be made jointly unto the Developer and the City as dual obligees and their
Its successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly
l7 and severalty, firmly by these presents.
14
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
2 t Agreement. CFA Number CFA 23-0079; and
22 WHEREAS, the Principal has entered into a certain written contract with the Developer
23 awarded the 23rd day of August 20 23 , which Contract is
24 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to fumish all
2s 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,
21 the "Work") as provided for in said Contract and designated as Hampton Tract Phase 2; and
2S
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
? after the date of Final Acceptance of the Work by the City ("Maintenance Period"), and
33
C[T Y OF FORT WORM MMPTON TRACT PHASE 2
STANDARf) C f Il' CUNDrrloYs - f)EVELbPF.R AwARI)ED PROJrCTS CPN W4; I,
Revised January31, 2012
006219-3
MAINTENANCE FJGND
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 23rd day of
3 August 1. 1(123.
4
5
6
7
8
9
to
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
ATTEST•
(Principal) ccrett-myy��---
Aaa e &A
Witness as to Principal
M 11iST:
PRINCIP
Bit.Kw_�Conslxiction.Inc
Si pure
John Burns, President
Name and Title
Address:6331 Southwest Blvd
Benbrook. TX 76132
SURETY:
Libeq Mutual Insurance Company
Si ature
Sophinie Hunter, Attorney -In -Fact _
Name and fide
Address: 2200 Renaissance Blvd., Suite 400
'4§urety) Secretary King of Prussia, PA 19406
Witness as to Suety V Telephone Number: 214-989-0000
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by -taws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH HA41PTONTRACT PHASE 2
STANDARD CrfT C'ON1DiTtpNS ❑EVELOPER AWnRDED PROTE:C'TS ON 104313
Revised January 31.2012
This Power of Attorney limits the acts of those named herein, and they have no authority to
bind the Company except in the manner and to the extent herein stated.
Liberty Liberty Mutual Insurance Company
Mutual. The Ohio Casualty Insurance Company Certificate No: 8205467-022020
SURETY West American Insurance Company
POWER OF ATTORNEY
KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that
Liberty Mutual Insurance Company is a corporation duly organized under the laws of the Stale of Massachusetts, and West American Insurance Company is a corporation duty organized
under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Don F.
Cornell; Joshua Saunders; Kelly A. Westbrook; Mikaela Peppers; Ricardo J. Reyna; Robbi Morales; Sophinic I hinter; "ring Mc[:Manh Tonie Petranek
an of the city of Dallas state of TX each individually if there be more than one named, its true and lawful attorney -in -fact to make,'
execute, seal, acknowledge and deliver, for and on Its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance
of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper
persona.
IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed
thereto this 23rd day of April , 2021 .
Liberty Mutual Insurance Company
1. \NsuR `vi INgUR£JNSU,Q The Ohio Casualty Insurance Company
p POL.a4yv Po¢*oRy�p*Papeeo`�rn West American Insurance Company
19*12► ay119419 UV1 1991
Di y ,
qNgMO-vi EU
By.,
M David M. Carey, Assistant Secretary
m` State of PENNSYLVANIA
m ph County of MONTGOMERY ss v E
oM On this 23rd day of April 2021 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance c
ru Company, The Ohio Casualty Company, and V�Amedcan Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes
therein contained by signing on behalf of the corporations by himself as a duly authorized officer, i Q
m
IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. O
0 � L r • � �- \ Commonweallh of Pennsylvania - Naar Scat
(JT p f '4 �` l Teresa Pasleila, Notary Public
}.�
N �
Montgomery County �}/ C
My cr unm expires March 28, 2025 � /!(Q-M 4 t.yyrJ O (y
Commission number 1126044
�� Teresa Pasteta, NotaryPublic `o
a) ;' _•i• ++ Member.Pennsyr,-aAsao W—orNolarks
4? This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual 3
O Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: a0 M
ARTICLE IV — OFFICERS: Section 12. Power of Attorney. °O
@ Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the
President may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety
cc e any and all undertakings, bonds, reoognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall -v
o have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such o au
Z instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney -in -fact under the-2 m
provisions of this article maybe revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. 0.2
LL a
ARTICLE XIII — Execution of Contracts: Section 5. Surety Bonds and Undertakings.
Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe,
-- shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, —
bonds, recognizances and other surety obligations. Such attorneys -in -fact subject to the limitations set forth in their respective powers of attorney, shah have full power to bind the
Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if
signed by the president and attested by the secretary.
Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys -In -
fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognimnces and other surety
obligations.
Authorization — By unanimous consent of the Company's Beard of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the
Company, wherever appearing upon a certified copy of any power of attorney issued by the Company In connection with surety bonds, shah be valid and binding upon the Company with
the same force and effect as though manually affixed.
1, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do
hereby certify that the original power of attorney of which the foregoing is a full: true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and
has not been revoked.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of
_(V %Na U� `p��S� tNSL 1NSUR
3 �QgPORq'�•Y�rnrJt"�[.�P0g4rq�
r 13 61912 �a o c 1919 o a 1991
3 s
"qM� �aS� ra°""p�aa: y Renee C. Llewellyn, Assistant Secretary
� t w i• M r, A
LMS-12873 UNC OCIC AAIC Multi Co 02t21
SURETY
TEXAS
IMPORTANT NOTICE
To obtain information or make a complaint
You may call toll -free for information or to
make a complaint at
1-877-751-2640
You may also write to:
2200 Renaissance Blvd., Ste. 400
King of Prussia, PA 19406-2755
You may contact the Texas Department of
Insurance to obtain information on companies,
coverages, rights or complaints at
1-800-252-3439
You may write the Texas Department of Insurance
Consumer Protection (1 11- I A)
P. O. Box 149091
Austin, TX 78714-9091
FAX: (512) 490-1007
Web: httt)://www.tdi.texas,gav—
E-mail: ConSumerProtection Z .td i.texas.gov
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your
premium or about a claim you should first
contact the agent or call 1-800-843-6446.
If the dispute is not resolved, you may contact the
Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR
POLICY:
This notice is for information only and does not
become a part or condition of the attached
document.
NP70680901
LMS-15292 10115
TEXAS
AVISO IMPORTANTE
Para obtener informacion o para someter una
queja:
Usted puede Ilamar al numero de telefono gratis
para informacion o para someter una queja al
1-877-751-2640
Usted tambien puede escribir a:
2200 Renaissance Blvd., Ste. 400
King of Prussia, PA 19406-2755
Puede comunicarse con el Departamento de
Seguros de Texas para obtener informacion
acerca de companias, coberturas, derechos o
quejas al
1-800-252-3439
Puede escribir al Departamento de Seguros
de Texas Consumer Protection (I 11-1 A)
P. O. Box 149091
Austin, TX 78714-9091
FAX 4 (512) 490- l 007
Web: httn://www.tdi.texas.gov
E-mail: ConsumerProtectionQ..tdi.texas.eov
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiena una disputa concerniente a su prima o a
un reclamo, debe comunicarse con el agente o
primero. Si no se resuelve la disputa, puede
entonces comunicarse con el deparaamento (TDI)
UNA ESTE AVISO A SU POLIZA:
Este aviso es solo para proposito de informacion
y no se convierte en parte o condicion del
documento adjunto.
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
00 42 43
DAP - BID PROPOSAL
Page I oC4
Bidder's Application
Project Item Information Bidder's Proposal
Bidlist
Item No.
I Description
Specification
I Section No.
Unit of
Measure
Bid
Quantity
Unit Price I
Bid Value
UNIT IV - A: PAVING IMPROVEMENTS (ONSITE)
1
3211.0400 Hydrated Lime
32 11 29
I TON
591
$323.00
$190,893.00
2
3211.0501 6" Lime Treatment
32 11 29
SY
32,517
$3.15
$102,428.55
3
3213.0101 6" Conic Pvmt
32 13 13
SY
29,561
$50.85
$1,503,176.85
4
3213.0302 4" Conic Sidewalk (BV Developer)
32 13 20
SF
9,316
$7.45
$69,404.20
5
3213.0501 Barrier Free Ramp, Type R-1
32 13 20
EA
4
$2,925.00
$11,700.00
6
3213.0506 Barrier Free Ramp, Type P-1
32 1320
EA
24
$3,995.00
$95,880.00
7
3292.0400 Seedinq, HVdromulch (Open Space)
32 92 13
SY
18,526
$0.95
$17,599.70
8
3441.4003 Furnish/Install Alum Sign Ground Mount City
3441 30
EA
15
$440.00
$6,600.00
9
3471.0001 Traffic Control
3471 13
MO
1
$2,150.00
$2,150.00
10
3291.0100 Topsoil
3291 19
CY
180
$69.45
$12,501.00
11
3292.0100 Block Sod Placement
32 92 13
SY
1,105
$6.25
$6,906.25
12
9999.0005 Install FOR Barricade
00 00 00
EA
1
$1,500.00
$1,500.00
13
9999.0007 Connect to Exist Pavement
00 00 00
EA
1
$2,000.00
$2,000.00
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
TOTAL UNIT IV - A:
PAVING IMPROVEMENTS (ONSITE)
$
2,022,739.55
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_HamptooPh2_13id Proposal l_DAP—Paving .xlsx
00 42 43
DAP - BID PROPOSAL
Page 2 of 4
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Information
Bidder's
Proposal
Bidlist
I Description
I Specification
I Unit of
I Bid
Unit Price I
Bid Value 1
Item No.
Section No.
Measure
Quantity
UNIT IV - B: PAVING IMPROVEIENTS (OFFSITE - McCart)
I
1
0241.0550 Remove Guardrail
0241 13
LF
493
$12.50
$6,162.50
2
3211.0400 Hvdrated Lime
32 11 29
TON
48
I
$323.00
$15,504.00
3
3211.0503 8" Lime Treatment
3211 29
SY
2,616
$3.15
$8,240.40
4
3213.0105 10" Conc Pvmt
32 13 13
SY
1 2,378
$79.95
$190,121.10
5
3213.0302 4" Conc Sidewalk (Bv Developer)
32 1320
SF
7,481
$7.45
$55,733.45
6
3217.0003 4" BRK Pvmt Markinq HAS (W)
32 17 23
LF
2,284
$1.30
$2,969.20
i 7
3217.0004 4" BRK Pvmt Markinq HAS (Y)
32 17 23
LF
1,142
$1.30
$1,484.601
8
3217.0401 18" BRK Pvmt Markinq HAE (W)
32 1723
LF
105
$11.50
$1,207.501
9
3217.2104 REFL Raised Marker TY II-C-R
32 1723
EA
107
$4.85
$518.951
10
3217.4302 Remove 6" Pvmt Markinq
32 1723
LF
2,284
$1.05
$2,398.2011
11
3291.0100 Topsoil
3291 19
CY
165
$69.45
$11,459.25�
12
3292.0100 Block Sod Placement
32 92 13
SY
989
$6.25
$6,181.25
13
3471.0001 Traffic Control
3471 13
MO
1
$4,445.00
$4,445.00
1 14
9999.0005 Install FOR Barricade
00 00 00
EA
1
$1,500.00
$1,500.001
15
9999.0006 Remove FOR Barricade
00 00 00
EA
1
$500.00
$500.001
16
9999.0007 Connect to Exist Pavement
00 00 00
EA
2
$4,500.00
$9,000.001
17
9999.0008 Install Ped Rail SKT 31(Wood Post)
00 00 00
LF
197
$141.00
$27,777.001,
18
9999 0009 Install Ped Rail Type PR22 (Pipe)
00 00 00
LF
160
$115.00
$18,400.00
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
TOTAL UNIT IV - B: PAVING IMPROVEMENTS (OFFSITE - McCarty $ 363,602.40
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_HamptonPh2_Bid Proposal I_ DAP_Paving.xlsx
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
00 42 43
DAP - BID PROPOSAL
Page 3 of 4
Bidder's Application
Bidder's Proposal
Bidlist
Description
I
Specification
Unit of
Bid
Unit Price
Bid Value
Item No.
Section No.
Measure
Quantity
UNIT IV - C: PAVING IMPROVEMENTS (OFFSITE - OLD CLEBURNE
CROWLEY)
1
0241.1000 Remove Conc Pvmt
0241 15
Sy
15
$32.00
$480.00
2
0241.1100 Remove Asphalt Pvmt
0241 15
Sy
279
$32.00
$8,928.00
3
3211.0400 Hydrated Lime
32 11 29
TON
31
$323.00
$10,013.001
4
3211.0503 8" Lime Treatment
3211 29
Sy
1,686
$3.15
$5,310.901
5
3212.0401 HMAC Transition
32 1216
Sy
42
$107.00
$4,494.001
6
3213.0102 10" Conc Pvmt
32 1313
Sy
1,533
$79.95
$122,563.351
7
3213.0302 4" Conc Sidewalk (Bv Developer)
32 13 20
SF
10,593
$7.45
$78,917.851
8
3217.0102 6" SLID Pvmt Marking HAS (Y)
32 17 23
LF
2,848
$2.05
$5,838.401
9
3217.0401 18" BRK Pvmt Marking HAE (W)
32 1723
LF
1 205
$11.50
$2,357.501
10
3217.2104 REFL Raised Marker TY II-C-R
32 1723
EA
1 66
$4.85
$320.10 1
11
3217.4302 Remove 6" Pvmt Marking
32 17 23
LF
1 984
$1.05
$1,033.201
12
3291.0100 Topsoil
3291 19
CY
232
$69.45
$16,112.40
13
3292.0100 Block Sod Placement
32 92 13
SY
I 1,394
$6.25
$8,712.50
14
3471.0001 Traffic Control
3471 13
MO
1 1
$5,855.00
$5,855.00�
15
9999.0005 Install FOR Barricade
00 00 00
EA
1
$1,500.00
$1,500.00
16
9999.0007 Connect to Exist Pavement
00 00 00
EA
2
$5,915.00
$11,830.001
17
9999.0008 Install Ped Rail SKT 31 (Wood Post)
00 00 00
LF
25
$280.00
$7,000.00 1
1 18
9999.0009 Install Ped Rail Type PR22 (Pipe)
00 00 00
LF
463
$115.00
$53,245.001
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
TOTAL UNIT IV - C: PAVING IMPROVEMENTS
(OFFSITE - OLD CLEBURNE CROWLEY) $
344,511.20
CITY OF FORT WORTH
STANDARD
CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version
May 212019
00 42 43_HamptonPh2_Bid
Proposal l_DAP_Pa ing.xlsx
UNIT PRICE BID
Bidlist
Item No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
Description
00 42 43
DAP -BID PROPOSAL
Page 4 of 4
Bidder's Application
Bidder's Proposal
Specification I Unit of ( Bid Unit Price I Bid Value ,
Section No. Measure Quantity
Bid Summary
TOTAL UNIT IV -A: PAVING IMPROVEMENTS (ONSITE)
TOTAL UNIT IV - B: PAVING IMPROVEMENTS (OFFSITE - McCart)
TOTAL UNIT IV - C: PAVING IMPROVEMENTS (OFFSITE - OLD CLEBURNE CROWLEY)
Total Construction Bid
This Bid is submitted by the entity named below:
BIDDER:
Gilco Contracting, Inc
6331 Southwest Boulevard
Benbrook, TX 76132
Contractor agrees to complete WORK for FLNAL ACCEPTANCE within
CONTRACT commences to run as provided in the General Conditions.
$2,022,739.55
$363,602.40
$344,511.20
$2,730,853.15
BY: Leia McQuien
Ao,, —WL(5�
TITLE: Vt 'dent, Operations
DATE: 8I181123
END OF SECTION
75 working days after the date when the
CITY OF FORT WORTH
STANDARD CONS MCI ION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROTECTS
Form Version May 22, 2019 00 42 43_H=ptonPh2_Bid Proposall_DAP _Paving.xlsx
0045 11 -1
BIDDERS PREQUALIFICATIONS
Page 1 of 3
1 SECTION 00 45 11
2 BIDDERS PREQUALIFICATIONS
4 1. Summary. All contractors are required to be prequalified by the City prior to submitting
5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification
6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is
7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder
8 Prequalification Application in accordance with the requirements below.
9
10 The prequalification process will establish a bid limit based on a technical evaluation and
11 financial analysis of the contractor. The information must be submitted seven (7) days prior
12 to the date of the opening of bids. For example, a contractor wishing to submit bids on
13 projects to be opened on the 7th of April must file the information by the 31st day of March
14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's
15 Prequalification Application, the following must accompany the submission.
16 a. A complete set of audited or reviewed financial statements.
17 (1) Classified Balance Sheet
18 (2) Income Statement
19 (3) Statement of Cash Flows
20 (4) Statement of Retained Earnings
21 (5) Notes to the Financial Statements, if any
22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles
23 of Incorporation, Articles of Organization, Certificate of Formation, LLC
24 Regulations, Certificate of Limited Partnership Agreement).
25 c. A completed Bidder Prequalification Application.
26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas
27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification
28 number visit the Texas Comptroller of Public Accounts online at the
29 following web address www.window.state.tx.us/taxi)ennit/ and fill out the
30 application to apply for your Texas tax ID.
31 (2) The firm's e-mail address and fax number.
32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number
33 is used by the City for required reporting on Federal Aid projects. The DUNS
34 number may be obtained at www.dnb.com.
35 d. Resumes reflecting the construction experience of the principles of the firm for firms
36 submitting their initial prequalification. These resumes should include the size and
37 scope of the work performed.
38 e. Other information as requested by the City.
39
40 2. Prequalification Requirements
41 a. Financial Statements. Financial statement submission must be provided in
42 accordance with the following:
43 (1) The City requires that the original Financial Statement or a certified copy
44 be submitted for consideration.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:104313
Revised April 2, 2014
0045 11 -2
BIDDERS PREQUALIFICATIONS
Page 2 of 3
1
(2)
To be satisfactory, the financial statements must be audited or reviewed
2
by an independent, certified public accounting firm registered and in
3
good standing in any state. Current Texas statues also require that
4
accounting firms performing audits or reviews on business entities within
5
the State of Texas be properly licensed or registered with the Texas State
6
Board of Public Accountancy.
7
(3)
The accounting firm should state in the audit report or review whether
8
the contractor is an individual, corporation, or limited liability company.
9
(4)
Financial Statements must be presented in U.S. dollars at the current rate
10
of exchange of the Balance Sheet date.
11
(5)
The City will not recognize any certified public accountant as
12
independent who is not, in fact, independent.
13
(6)
The accountant's opinion on the financial statements of the contracting
14
company should state that the audit or review has been conducted in
15
accordance with auditing standards generally accepted in the United
16
States of America. This must be stated in the accounting firm's opinion.
17
It should: (1) express an unqualified opinion, or (2) express a qualified
18
opinion on the statements taken as a whole.
19
(7)
The City reserves the right to require a new statement at any time.
20
(8)
The financial statement must be prepared as of the last day of any month,
21
not more than one year old and must be on file with the City 16 months
22
thereafter, in accordance with Paragraph 1.
23
(9)
The City will determine a contractor's bidding capacity for the purposes
24
of awarding contracts. Bidding capacity is determined by multiplying the
25
positive net working capital (working capital = current assets — current
26
liabilities) by a factor of 10. Only those statements reflecting a positive
27
net working capital position will be considered satisfactory for
28
prequalification purposes.
29
(10)
In the case that a bidding date falls within the time a new financial
30
statement is being prepared, the previous statement shall be updated with
31
proper verification.
32
b. Bidder Prequalification Application. A Bidder Prequalification Application must be
33
submitted along with audited or reviewed financial statements by firms wishing to be
34
eligible to bid on all classes of construction and maintenance projects. Incomplete
35
Applications will be rejected.
36
(1)
In those schedules where there is nothing to report, the notation of
37
"None" or "N/A" should be inserted.
38
(2)
A minimum of five (5) references of related work must be provided.
39
(3)
Submission of an equipment schedule which indicates equipment under
40
the control of the Contractor and which is related to the type of work for
41
which the Contactor is seeking prequalification. The schedule must
42
include the manufacturer, model and general common description of
43
each piece of equipment. Abbreviations or means of describing
44
equipment other than provided above will not be accepted.
45
46 3. Eligibility to Bid
47 a. The City shall be the sole judge as to a contractor's prequalification.
48 b. The City may reject, suspend, or modify any prequalification for failure by the
49 contractor to demonstrate acceptable financial ability or performance.
50 c. The City will issue a letter as to the status of the prequalification approval.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:104313
Revised April 2, 2014
0045 11 -3
BIDDERS PREQUALIFICATIONS
Page 3 of 3
1 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid
2 the prequalified work types until the expiration date stated in the letter.
3
8 END OF SECTION
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:104313
Revised April 2, 2014
0045 1'_
DAP PREQUALIFICATION STATEMENT
Page 1 of 1
SECTION 00 45 12
DAP — PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Maior Work
Tvpe" box provide the complete maior work tvne and actual description as provided by the Water
Deoartment for water and sewer and TPW for pavine.
Major Work Type I Contractor/Subcontractor Company Name Prequalification
Expiration Date
Concrete Paving Construction I Glico Contracting, Inc 'Jiw '
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequali-fied for the work types listed.
BIDDER:
Gilco Contracting, Inc BY: Leia McQuien
6331 Southwest Boulevard
Benbrook, TX 76132
(Signature)
TITLE: Vice President Operations ,
DATE: 08/18/23
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT — DEVELOPER AWARDED PROJECTS
Form Version September 1, 201S
HAMPTON TRACT PHASE 2
0045 12_Prequalification Statement 2015_DAP.docx
2
3
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6
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00 45 26 - 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of I
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No.] 04313. Contractor further certifies that, pursuant to Texas Labor Code, Section
406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
worker's compensation coverage.
CONTRACTOR:
Gilco Contracting. Inc
Company
6331 Southwest Boulevard
Address
Benbrook, TX 76132
City/State/Zip
THE STATE OF TEXAS §
COUNTY OF TARRANT §
Bv: Leia McQuien
(Please Print)
Signature: ------ 6=7
Title: Vice President Operations
(Please Print)
BEFORE ME, the undersigned authority, on this day personally appeared
Leia McQuien , known to me to be the person whose name is
subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as
the act and deed of Gilco Contracting, Inc. for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 18 day of
August 20 23
— — --
..RY PVB MARY GRANADOS No ary Public i d for thee , tate of exas
_ Notary ID #134265935
�, My Commission Expires
'�Foft�' March 22, 2027
. END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2, 2014
HAMPTON TRACT PHASE 2
CPN:104313
W
SECTION 00 52 43
AGREEMENT
00 52 43 - 1
Developer Awarded Project Agreement
Page 1 of 4
3 THIS AGREEMENT, authorized on 8/23/2023 is made by and between the Developer, D.R.
4 HORTON — Texas, Ltd, authorized to do business in Texas ("Developer") , and Burnsco
5 Contracting Inc, authorized to do business in Texas, acting by and through its duly authorized
6 representative, ("Contractor").
7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
8 follows:
9 Article 1. WORK
10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
11 Project identified herein.
12 Article 2. PROJECT
13 The project for which the Work under the Contract Documents may be the whole or only a part is
14 generally described as follows:
15 Hampton Tract Phase 2
16 City Proiect Number: 104313
17 Article 3. CONTRACT TIME
18 3.1 Time is of the essence.
19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
20 Documents are of the essence to this Contract.
21 3.2 Final Acceptance.
22 The Work will be complete for Final Acceptance within (75) working days after the date
23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard
24 City Conditions of the Construction Contract for Developer Awarded Projects.
25 3.3 Liquidated damages
26 Contractor recognizes that time is of the essence of this Agreement and that Developer
27 will suffer financial loss if the Work is not completed within the times specified in
28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of
29 the Standard City Conditions of the Construction Contract for Developer Awarded
30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in
31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not
32 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees
33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay
34 Developer Six Hundred Fiftv Dollars ($650.00) for each day that expires after the time
35 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
36 Acceptance.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104313
Revised June 16, 2016
00 52 43 - 2
Developer Awarded Project Agreement
Page 2 of 4
37 Article 4. CONTRACT PRICE
38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
39 Documents an amount in current funds of TWO MILLION SEVEN HUNDRED THIRTY
40 THOUSAND EIGHT HUNDRED FIFTY THREE DOLLARS AND FIFTEEN CENTS
41 ($2,730,853.15).
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 HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104313
Revised June 16, 2016
00 52 43 - 3
Developer Awarded Project Agreement
Page 3 of 4
►i7. .Wm Will IeI1J0IuIeIIy[o1:rY[0eI
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 anv act, omission or negligence of the citv.
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 anv 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 HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104313
Revised June 16, 2016
117
118
119
120
121
122
123
124
125
126
127
005243-4
Developer Awarded Project Agreement
Page 4 of 4
7.6 Authority to Sign.
Contractor shall attach evidence of authority to sign Agreement, if other than duly
authorized signatory of the Contractor.
IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
counterparts.
This Agreement is effective as of the last date signed by the Parties ("Effective Date")
Contractor:
Gilco Contracting, Inc
(Signature)
Signatture)
Leia McQuien
(Printed Name)
Title: Vice President Operations
Company Name: Gilco Contracting,
Inc
Address:
6331 Southwest Boulevard
City/State/Zip: Benbrook, TX 76132
8/23/2023
Date
Developer:
D.R. HORTON — Texas, Ltd
By:
l (Signature)
Justin Bosworth
L (,Printed Name)
Title: A55 j5'E SeGmtaN
J
Company name: D.R. Horton — Texas, Ltd
Address:
6751 North Fwy
City/State/Zip: Fort Worth, TX 76131
Date
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS CPN 104313
Revised June 16, 2016
Bond #022236958
006213- 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, Gilco Contracting, Inc, known as "Principal" herein and
8 Liberty Mutual 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, D. R. HORTON — Texas, Ltd,
11 authorized to do business in Texas ("Developer") and the City of Port Worth, a Texas municipal
12 corporation ("City"), in the penal sum of, TWO MILLION SEVEN HUNDRED THIRTY
13 THOUSAND EIGHT HUNDRED FIFTY THREE DOLLARS AND FIFTEEN CENTS
14 ($2,730,853.15), lawful money of the United States, to be paid in Fort Worth, Tarrant County,
15 Texas for the payment of which sum well and truly to be made jointly unto the Developer and the
16 City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and
17 assigns, jointly 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, C1=A Number CFA 23-0079; and
21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
22 the 23rdday of August , 20 23, which Contract is hereby referred to and made a
23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
24 and other accessories defined by law, in the prosecution of the Work, including any Change
25 Orders, as provided for in said Contract designated as Hampton Tract Phase 2.
26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
27 shall faithfully perform it obligations under the Contract and shall in all respects duly and
28 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
29 specifications, and contract documents therein referred to, and as well during any period of
30 extension of the Contract that may be granted on the part of the Developer and/or City, then this
31 obligation shall be and become null and void, otherwise to remain in full force and effect.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised January 31, 2012
006213-2
PERFORMANCE BOND
Page 2 of 2
I 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 23rd day of
9 Auqust 2023.
10
11
12
13
14
ATTEST:
50
&e MrAM
(PrinciA-.,
/
Witness as t ' cinal
ATTEST:
(Surety) Secretary
Witness as to Surety
PRINCIPAL:
Gilco Contracting, Inc
k
Signature
4Lk �uirM IV?
Name and Title
Address: 6331 Southwest Boulevard
Benbrook, TX 76132
SURETY:
Liberty Mutual Insurance Company
BY:
Signature
Sophinie Hunter, Attorney -In -Fact
Name and Title
Address: 2200 Renaissance Blvd., Suite 400
King of Prussia, PA 19406
Telephone Number: 214-989-0000
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
front the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised January 31, 2C12
Bond #022236958
006214-1
PAYMENT BOND
Page I of 2
I 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, Gilco Contractim Inc, known as "Principal" herein, and
8 Liberty Mutual 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, D. R.
11 HORTON — Texas, Ltd, authorized to do business in Texas "(Developer"), and the City of Fort
12 Worth, a Texas municipal corporation ("City"), in the penal sum of, TWO MILLION SEVEN
13 HUNDRED THIRTY THOUSAND EIGHT HUNDRED FIFTY THREE DOLLARS AND
14 FIFTEEN CENTS (52,730,853.15), lawful money of the United States, to be paid in Fort Worth,
15 Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the
16 Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators,
17 successors and assigns, jointly 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 Nurnber CFA 23 - 0079; and
21 WHEREAS, Principal has entered into a certain written Contract with Developer,
22 awarded the 23rd day of August , 20 23 , 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 Hampton tract 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 HAMPTON TRACT PHASE 2
STANDARD CITY CONDITIONS— DEVFL,OPER AWARDED PROJECTS CPK 104313
Revised January 31, 2012
006214-2
PAYMENT BOND
Page 2 of 2
I 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 23rd day of
6 August 12023 .
7
8
9
10
11
12
13
14
ATTEST: 6�).
(Principal) Sec/taty
as to/Plincipal
ATTEST:
(Surety) Secretary
Witness as to Surety
'L
PRINCIPAL:
Gilco Contracting, Inc
BY:
Sig ature
4t,C& c�,�, of
Name and rtle
Address: 6331 Southwest Boulevard
Benbrook. TX 76132
SURETY:
Liberty Mutual Insurance Company
BY: _� _7L&4)tt`1
Signa ure
Sophinie Hunter, Attorney -In -Fact
Name and Title
Address: 2200 Renaissance Blvd., Suite 400
King of Prussia, PA 19406
Telephone Number: 214-989-0000
Note: If signed by an officer of the Surety, there must be on file a certified extract from the
bylaws showing that this person has authority to sign such obligation. If Surety's physical
address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
CITY OF FORT WORTH HAMPTON TRACT` PHASE 2
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised January 31, 2012
Bond #022236958
006219- 1
MAINTENANCE BOND
Pagel of 3
SECTION 00 62 19
2 MAINTENANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we Gilco Contracting, Inc, known as "Principal" herein and
8 Liberty Mutual Insurance Company , a corporate surety (sureties, if more than one) duly
9 authorized to do business in the State of Texas, known as "Surety" herein (whether one or more),
10 are held and firmly bound unto the Developer, D. R. I-IORTON — Texas. Ltd. , authorized to do
I I business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation
12 ("City"), in the sum of TWO MILLION SEVEN HUNDRED THIRTY THOUSAND EIGHT
13 HUNDRED FIFTY THREE DOLLARS AND FIFTEEN CENTS ($2,730,853.15), lawful
14 money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of
15 which sum well and truly be made jointly unto the Developer and the City as dual obligees and
16 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns,
17 jointly and severally, firmly by these presents.
I8
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, CFA Number CFA 23-0079; and
22 WHEREAS, the Principal has entered into a certain written contract with the Developer
23 awarded the23rd day of Auaust . 20 23 , 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 Hampton Tract 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 FORTWORTH HAMPTON TRACT PHASE 2
STANDARD CITY CONDITIONS — DF.VFI.OPER AWARDED PROJECTS CPN: 104313
Revised January 31, 2012
PA
3
4
5
6
7
S
9
10
006219-3
MAINTENANCE BOND
Page 3 of 3
IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
instrument by duly authorized agents and officers on this the 23rd day of
AuquSt , 2023 .
ATTEST:
(Principal) Se et
AA \ 1
ATTEST:
(Surety) Secretary
Witnessa to Suret �- --
s y
PRINCIPAL:
Gilco Contracting, Inc
BY: n q r
Signature `
1�4_
M� V
Name and Title
Address: 6331 Southwest Boulevard
Benbrook, TX 76132
SURETY:
Liberty Mutual Insurance Company
}
BY: 7�y
Signa re
Sophinie Hunter, Attorney -In -Fact
Name and Title
Address: 2200 Renaissance Blvd., Suite 400
King of Prussia, PA 19406
Telephone Number: 214-989-0000
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
HAMPTON TRACT PHASE 2
CPN. 104313
This Power of Attorney limits the acts of those named herein, and they have"'
auth"', to
bind the Company except in the manner and to the extent herein stated.
Liberty Liberty Mutual Insurance Company
MLUtLia�„ The Ohio Casualty Insurance Company Certificate No: 8205467-022020
West American Insurance Company
SURETY
POWER OF ATTORNEY
KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that
Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized
under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Don E.
Cornell; Joshua Saunders; Kelly A. Westbrook; Mikaela Peppers; Ricardo J. Reyna; Robbi Morales; Sophinie Hunter; Tina McBwan; Tonic Petranek
all of the city of Dallas state of TX each individually if there be more than one named, its true and lawful attorney -in -fact to make,
execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance
of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper
persons,
IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed
thereto this 23rd day of April , 2021
Liberty Mutual Insurance Company — —
p\, 1NSURR P�ZY INS(, 114S The Ohio Casualty Insurance Company
�J °RP°R4J Ze yJ uoaPoaq,�ay ov °RPORar k� West American Insurance Company
m ? Fo (R
ui r 1912 0 o f 1919 o s 1991 0 � ,� j� u E
� rd,993SacNusE'rpD 5O �NA MPg�,aD� Y'S 'rtrolANa aD �/// �.., /
By:�—
David M. Carey, Assistant Secretary C:
m State of PENNSYLVANIA - =
: County of MONTGOMERY ss o
On this 23rd day of Aril 2021 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance C" a)
i0 Company, The Ohio Casualty Coompany, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes
therein contained by signing on behalf of the corporations by himself as a duly authorized officer. } @
IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written.
s O U
'�':'�tiii1\��.� Commonwealth of Pennsylvania�NofarrSeal
4) 0 i i!.itGt`-e,� Teresa PastNla, Notary Public "U
jjj Monlgomery County pr `
O .��., C' I My commission expires Mamh 28, 2C25 gy ���t t stl
C l6 Jt Commission number 1121
N 4 Q: c-, >' MemCer Panrn roan a Assoaaoon cr No,e, Gs Teresa Pastella, Notary Public <C 8
od
This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual �
E.5 Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: ti M
4) ARTICLE IV- OFFICERS: Section 12. Power of Attorney. a
Any officer or other official of the Corporation authorized for that purpose in wdling by the Chairman or the President, and subject to such limitation as the Chairman or the :ia
a U President may prescribe, shalt appoint such attomeys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety C: _
any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall c
have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such o Cu
Zinstruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attomeiy-in-fact under the a W
provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. o
ARTICLE Xlll - Execution of Contracts: Section 5. Surety Bonds and Undertakings.
Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe,
— shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, —
bonds, recognizances and other surety obligations. Such attorneys -in -fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bird the
Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if
signed by the president and attested by the secretary.
Certificate of Designation - The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys -in -
fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety
obligations.
Authorization - By unanimous consent of the Companys Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the
Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with
the same force and effect as though manually affixed.
1, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American insurance Company do
hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and
has not been revoked
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of
,� tN50R
JP`°µv°R,,oy�LR
1912 �
,•dj1 S,pgCNJSF, aa�
LMS-12873 LMIC OCIC WAIC Multi Co 02I21
�SY IN&& \NSU,P
UJPo°".v°Rgroyym VPo°Rr°R4r9yC�
� o � �Ay(�wl/Jr
o y 1919 o a 1991 o L`^-
so� Ha nv5� dS� rs M1°,aNP aa3 By, Renee C. Llewellyn, Assistant Secretary
- �bei
IL�tLi�11.1�.
__---SURETY
TEXAS
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call toll -free for information or to
make a complaint at
1-877-751-2640
You may also write to:
2200 Renaissance Blvd., Ste. 400
King of Prussia, PA 19406-2755
You may contact the Texas Department of
Insurance to obtain information on companies,
coverages, rights or complaints at
1-800-252-3439
You may write the Texas Department of Insurance
Consumer Protection (I 11- I A)
P. 0. Box 149091
Austin, TX 78714-9091
FAX: (512) 490-1007
Web: httn:/iwww.tdi.texas.Qov
E-mail: ConsumerProtectionn,,tdi.texas.aov
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your
premium or about a claim you should first
contact the agent or call 1-800-843-6446,
If the dispute is not resolved, you may contact the
Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR
POLICY:
This notice is for information only and does not
become a part or condition of the attached
document.
NP70680901
LMS-15292 10/15
TEXAS
AVISO IMPORTANTE
Para obtener information o para someter una
queja:
Usted puede llamar al numero de telefono gratis
para informacion o para someter una queja al
1-877-751-2640
Usted tambien puede escribir a:
2200 Renaissance Blvd., Ste. 400
King of Prussia, PA 19406-2755
Puede comunicarse con el Departamento de
Seguros de Texas para obtener informacion
acerca de companias, eoberturas, derechos o
quejas al
1-800-252-3439
Puede escribir al Departamento de Seguros
de Texas Consumer Protection (I I I - IA)
P. O. Box 149091
Austin, TX 78714-9091
FAX # (512) 490-1007
Web: http:/Iwww.tdi.texas.aov
E-mail: ConsumerProtection4,tdi.texas.eov
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiena una disputa eoncerniente a su prima o a
un reclamo, debe comunicarse con el agente o
primero. Si no se resuelve la disputa, puede
entonces comunicarse con el departamento (TDI)
UNA ESTE AVISO A SU POLIZA:
Este aviso es solo para proposito de informacion
y no se convierte en pane o condition del
documento adjunto.
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
00 42 43
DAP - BID PROPOSAL
Page I of 4
Bidder's Application
Bidlist
Description
Specification
I
Unit of
I
Bid
I
Item No
Section No.
Measure
Quantity
UNIT V - A: STREET LIGHTING IMPROVEMENTS (ONSP'E)
1
2605.3015 2" CONDT PVC SCH 80(T)
26 05 33
LF
1,516
2
3441.1410 NO 10 Insulated Elec Condr
3441 10
LF
4,548
3
3441.1646 Fumish/Install Type 33B Arm
3441 20
EA
47
4
3441.3050 Fumishlinstall LED Lighting Fixture (70 watt ATBO Cobra Head)
3441 20
EA
47
5
3441.3301 Rdwy Ilium Foundation TY 1,2, and 4
3441 20
EA
47
6
3441.3351 Furnish/Install Rdway Ilium TY 11 Pole
3441 20
EA
47
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
TOTAL UNIT V - A: STREET LIGHTING IMPROVEMENTS (ONSITE) $
Bidder's Proposal
Unit Price I Bid Value
$17.56
$26,620.96
$1.46
$6,640.08
$259.00
$12,173.00
$341.00
$16,027.00
$1,493.00
$70,171.00
$1,986.00
$93,342.00
224,974.04
CITY" OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version Mav 22. 2019 00 42 43_HamptonPh2_Bid Proposa12_DAP_Elcemcal Asx
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
00 42 43
DAP - BID PROPOSAL
Page 2 of 4
Bidder's Application
Bidlist
Description
Specification
I
Unit of
I
Bid
Item No,
Section No.
Measure
Quantity
UNIT V - B: STREET LIGHTING IMPROVEMENTS (O rFSITE - McCART�
1
2605.3015 2" CONDT PVC SCH 80(T)
26 05 33
LF
852
2
3441.1405 NO 2 Insulated Elec Condr
3441 10
LF
3,408
3
3441.3003 Rdwy Ilium assmbly TY 18,18A,19, AND D-40
3441 20
EA
6
4
3441.3302 Rdwy ilium Foundation TY 3,5,6, and 8
3441 20
EA
6
5
3441.1501 Ground Box Type B
3441 10
EA
3
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
Bidder's Proposal
Unit Price Bid Value
$17.56
$14,961.12
$3.91
$13,325.28
$3,125.00
$18,750.00
$1,800.00
$10,800.00
$704.00
$2,112.00
TOTAL UNIT V - B: STREET LIGHTING IMPROVEMENTS (OFFSITE - McCART) $ 69,948.40
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Fonn Version May 22, 2019 00 42 4 _HamptonPh2_Bid Proposa12 DAP_ Electrical.xlsx
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
00 42 43
DAP - BID PROPOSAL
Page 3 of 4
Bidder's Application
Bidder's Proposal
Bidlist
( Description
I Specification
I Unit of
Bid
Unit Price
Item No
Section No
Measure
Quantity
UNIT V - C: STREET LIGHTING IMPROVEMENTS
(OFFSITE -
OLD CLEBURNE CROWLEY)
1
'2605.3015 2" CONDT PVC SCH 80(T)
26 05 33
LF
1,381
$17.56
2
3441.1405 NO 2 Insulated Elec Condr
3441 10
LF
5,524
$3.91
3
3441.3003 Rdwy Ilium assmbly TY 18,18A,19, AND D-40
34 41 20
EA
6
$3,235.00
4
3441.3302 Rdwy Ilium Foundation TY 3,5,6, and 8
34 41 20
EA
6
$1,800.00
5
3441.1501 Ground Box Type 8
3441 10
EA
5
$704.00
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
Bid Value
$24,250.36
$21,598.84
$19,410.00
$10,800.00
$3,520.00
TOTAL UNIT V - C: STREET LIGHTING IMPROVEMENTS (OFFSITE - OLD CLEBURNE CROWLEY) $ 79,579.20
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Fonn Version May 22. 2019 00 42 43_H=ptonPh2_Bid Proposal2 DAP_Elcctncalslss
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
00 42 43
DAP -BID PROPOSAL
Page 4 of 4
Bidder's Application
Project Item Information Bidder's Proposal
Bidlist ( Description Specification I Unit of I Bid Unit Price ( Bid Value
Item No. Section No. Measure Quantity
Bid Summary
( TOTAL UNIT V - A: STREET LIGHTING IMPROVEMENTS (ONSITE) $224,974.04 1
1 TOTAL UNIT V - B: STREET LIGHTING IMPROVEMENTS (OFFSITE - McCART) $159,948.40
TOTAL UNIT V - C: STREET LIGHTING IMPROVEMENTS (OFFSITE -OLD CLEBURNE CROWLEY) $ 79,579.20
Total Construction Bid $364,501.64 1
This Bid is submitted by the entity named below:
BIDDER:
Independent Utility Construction, Inc.
5109 Sun Valley Drive
Fort Worth, TX 96119
Contractor agrees to complete WORK for FINAL ACCEPTANCE within
CONTRACT commences to run as provided in the General Conditions.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Fonn Vcrsion May 22, 2019
BY: R' rd Wolfe
TITLE: President
DATE: 8-18-2023
END OF SECTION
45 working days after the date when the
00 42 43_HamptonPh2_Bid Proposa12_DAP_Electtical.%Is
0045 11 -1
BIDDERS PREQUALIFICATIONS
Page 1 of 3
1 SECTION 00 45 11
2 BIDDERS PREQUALIFICATIONS
4 1. Summary. All contractors are required to be prequalified by the City prior to submitting
5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification
6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is
7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder
8 Prequalification Application in accordance with the requirements below.
9
10 The prequalification process will establish a bid limit based on a technical evaluation and
11 financial analysis of the contractor. The information must be submitted seven (7) days prior
12 to the date of the opening of bids. For example, a contractor wishing to submit bids on
13 projects to be opened on the 7th of April must file the information by the 31st day of March
14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's
15 Prequalification Application, the following must accompany the submission.
16 a. A complete set of audited or reviewed financial statements.
17 (1) Classified Balance Sheet
18 (2) Income Statement
19 (3) Statement of Cash Flows
20 (4) Statement of Retained Earnings
21 (5) Notes to the Financial Statements, if any
22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles
23 of Incorporation, Articles of Organization, Certificate of Formation, LLC
24 Regulations, Certificate of Limited Partnership Agreement).
25 c. A completed Bidder Prequalification Application.
26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas
27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification
28 number visit the Texas Comptroller of Public Accounts online at the
29 following web address www.window.state.tx.us/taxi)ennit/ and fill out the
30 application to apply for your Texas tax ID.
31 (2) The firm's e-mail address and fax number.
32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number
33 is used by the City for required reporting on Federal Aid projects. The DUNS
34 number may be obtained at www.dnb.com.
35 d. Resumes reflecting the construction experience of the principles of the firm for firms
36 submitting their initial prequalification. These resumes should include the size and
37 scope of the work performed.
38 e. Other information as requested by the City.
39
40 2. Prequalification Requirements
41 a. Financial Statements. Financial statement submission must be provided in
42 accordance with the following:
43 (1) The City requires that the original Financial Statement or a certified copy
44 be submitted for consideration.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104313
Revised April 2, 2014
0045 11 -2
BIDDERS PREQUALIFICATIONS
Page 2 of 3
1
(2)
To be satisfactory, the financial statements must be audited or reviewed
2
by an independent, certified public accounting firm registered and in
3
good standing in any state. Current Texas statues also require that
4
accounting firms performing audits or reviews on business entities within
5
the State of Texas be properly licensed or registered with the Texas State
6
Board of Public Accountancy.
7
(3)
The accounting firm should state in the audit report or review whether
8
the contractor is an individual, corporation, or limited liability company.
9
(4)
Financial Statements must be presented in U.S. dollars at the current rate
10
of exchange of the Balance Sheet date.
11
(5)
The City will not recognize any certified public accountant as
12
independent who is not, in fact, independent.
13
(6)
The accountant's opinion on the financial statements of the contracting
14
company should state that the audit or review has been conducted in
15
accordance with auditing standards generally accepted in the United
16
States of America. This must be stated in the accounting firm's opinion.
17
It should: (1) express an unqualified opinion, or (2) express a qualified
18
opinion on the statements taken as a whole.
19
(7)
The City reserves the right to require a new statement at any time.
20
(8)
The financial statement must be prepared as of the last day of any month,
21
not more than one year old and must be on file with the City 16 months
22
thereafter, in accordance with Paragraph 1.
23
(9)
The City will determine a contractor's bidding capacity for the purposes
24
of awarding contracts. Bidding capacity is determined by multiplying the
25
positive net working capital (working capital = current assets — current
26
liabilities) by a factor of 10. Only those statements reflecting a positive
27
net working capital position will be considered satisfactory for
28
prequalification purposes.
29
(10)
In the case that a bidding date falls within the time a new financial
30
statement is being prepared, the previous statement shall be updated with
31
proper verification.
32
b. Bidder Prequalification Application. A Bidder Prequalification Application must be
33
submitted along with audited or reviewed financial statements by firms wishing to be
34
eligible to bid on all classes of construction and maintenance projects. Incomplete
35
Applications will be rejected.
36
(1)
In those schedules where there is nothing to report, the notation of
37
"None" or "N/A" should be inserted.
38
(2)
A minimum of five (5) references of related work must be provided.
39
(3)
Submission of an equipment schedule which indicates equipment under
40
the control of the Contractor and which is related to the type of work for
41
which the Contactor is seeking prequalification. The schedule must
42
include the manufacturer, model and general common description of
43
each piece of equipment. Abbreviations or means of describing
44
equipment other than provided above will not be accepted.
45
46 3. Eligibility to Bid
47 a. The City shall be the sole judge as to a contractor's prequalification.
48 b. The City may reject, suspend, or modify any prequalification for failure by the
49 contractor to demonstrate acceptable financial ability or performance.
50 c. The City will issue a letter as to the status of the prequalification approval.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104313
Revised April 2, 2014
0045 11 -3
BIDDERS PREQUALIFICATIONS
Page 3 of 3
1 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid
2 the prequalified work types until the expiration date stated in the letter.
3
8 END OF SECTION
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104313
Revised April 2, 2014
0045 12
DAP PREQUALIFICATION STATEMENT
Page I of 1
SECTION 00 45 12
DAP — PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work
TVDe" box provide the complete major work tvpe and actual description as Drovided by the Water
Department for water and sewer and TPW for paving.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
Roadway and Pedestrian Street Independent Utility Construction 02/27/2025
Lighting
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Independent Utility Construction, Inc.
5109 Sun Valley Drive
Fort Worth, TX 76119
BY: n
nd Wolfe
(Signature)
TITLE: President
DATE: 8_1 &2023
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS
Form Version September 1, 2015
HAMPTON TRACT PHASE 2
0045 12_Prequalification Statement 2015_DAP.docx
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00 45 26 - l
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of l
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No. 104313. Contractor further certifies that, pursuant to Texas Labor Code, Section
406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
worker's compensation coverage.
CONTRACTOR:
Independent Utilitv Construction. Inc. By: Richard olfe
Company (Please Print)
5109 Sun Vallev Drive Signature:
Address
Fort Worth, TX 76119 Title: _President
City/State/Zip (Please Print)
THE STATE OF TEXAS §
COUNTY OFTARRANT §
BEFORE ME, the undersigned authority, on this day personally appeared
Richard Wolfe , known to me to be the person whose name is subscribed
to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and
deed of Independent Utilitv Construction. Inc for the purposes and consideration therein
expressed and in the capacity therein stated.
N D Y HAND A AL OF OFFICE this day of
�it
� 20
Y "''� CHRISTINA GARCIA
PU ��
¢:Notary Public. State of Texas I'
's1%'. " Comm. Expires 12-20-2024 otary Pu lic in and for the State of Texas
Notary ID 130940785
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2, 2014
HAMPTON TRACT PHASE 2
CPN:104313
2
SECTION 00 52 43
AGREEMENT
00 52 43 - 1
Developer Awarded Project Agreement
Page 1 of 4
3 THIS AGREEMENT, authorized on 8/23/2023 is made by and between the Developer, D.R.
4 HORTON — Texas, Ltd, authorized to do business in Texas ("Developer") , and Independent
5 Utility Construction, Inc, authorized to do business in Texas, acting by and through its duly
6 authorized representative, ("Contractor").
7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
8 follows:
9 Article 1. WORK
10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
11 Project identified herein.
12 Article 2. PROJECT
13 The project for which the Work under the Contract Documents may be the whole or only a part is
14 generally described as follows:
15 Hampton Tract Phase 2
16 City Proiect Number: 104313
17 Article 3. CONTRACT TIME
18 3.1 Time is of the essence.
19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
20 Documents are of the essence to this Contract.
21 3.2 Final Acceptance.
22 The Work will be complete for Final Acceptance within (45) working days after the date
23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard
24 City Conditions of the Construction Contract for Developer Awarded Projects.
25 3.3 Liquidated damages
26 Contractor recognizes that time is of the essence of this Agreement and that Developer
27 will suffer financial loss if the Work is not completed within the times specified in
28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of
29 the Standard City Conditions of the Construction Contract for Developer Awarded
30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in
31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not
32 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees
33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay
34 Developer Six Hundred Fiftv Dollars ($650.00) for each day that expires after the time
35 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
36 Acceptance.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104313
Revised June 16, 2016
005243-2
Developer Awarded Project Agreement
Page 2 of 4
37 Article 4. CONTRACT PRICE
38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
39 Documents an amount in current funds of THREE HUNDRED SIXTY FOUR THOUSAND
40 FIVE HUNDRED ONE DOLLARS AND SIXTY FOUR CENTS ($364,501.64).
41 Article 5. CONTRACT DOCUMENTS
42 5.1 CONTENTS:
43 A. The Contract Documents which comprise the entire agreement between Developer and
44 Contractor concerning the Work consist of the following:
45 1. This Agreement.
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2. Attachments to this Agreement:
a. Bid Form (As provided by Developer)
1) Proposal Form (DAP Version)
2) Prequalification Statement
3) State and Federal documents (project specific)
b. Insurance ACORD Form(s)
c. Payment Bond (DAP Version)
d. Performance Bond (DAP Version)
e. Maintenance Bond (DAP Version)
f. Power of Attorney for the Bonds
g. Worker's Compensation Affidavit
h. MBE and/or SBE Commitment Form (If required)
3. Standard City General Conditions of the Construction Contract for Developer
Awarded Projects.
4. Supplementary Conditions.
5. Specifications specifically made a part of the Contract Documents by attachment
or, if not attached, as incorporated by reference and described in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104313
Revised June 16, 2016
00 52 43 - 3
Developer Awarded Project Agreement
Page 3 of 4
75 Article 6. INDEMNIFICATION
76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
77 expense, the city, its officers, servants and employees, from and against any and all
78 claims arising out of, or alleged to arise out of, the work and services to be performed
79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
80 under this contract. This indemnification provision is specifically intended to operate
81 and be effective even if it is alleged or proven that all or some of the damages being
82 sought were caused, in whole or in part, by anv act, omission or ne *li ence of the city,
83 This indemnity provision is intended to include, without limitation, indemnity for
84 costs, expenses and legal fees incurred by the city in defending against such claims and
85 causes of actions.
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87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
88
the city, its officers, servants and employees, from and against any and all loss, damage
89
or destruction of property of the city, arising out of, or alleged to arise out of, the work
90
and services to be performed by the contractor, its officers, agents, employees,
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subcontractors, licensees or invitees under this contract. This indemnification
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provision is specifically intended to operate and be effective even if it is alle eg d or
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proven that all or some of the damages being sought were caused, in whole or in part,.
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by anv act, omission or negligence of the city.
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Article
7. MISCELLANEOUS
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7.1
Terms.
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Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
99
the Construction Contract for Developer Awarded Projects.
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7.2
Assignment of Contract.
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This Agreement, including all of the Contract Documents may not be assigned by the
102
Contractor without the advanced express written consent of the Developer.
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7.3
Successors and Assigns.
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Developer and Contractor each binds itself, its partners, successors, assigns and legal
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representatives to the other party hereto, in respect to all covenants, agreements and
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obligations contained in the Contract Documents.
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7.4
Severabiiity.
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Any provision or part of the Contract Documents held to be unconstitutional, void or
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unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
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remaining provisions shall continue to be valid and binding upon DEVELOPER and
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CONTRACTOR.
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7.5
Governing Law and Venue.
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This Agreement, including all of the Contract Documents is performable in the State of
114
Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
115
Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104313
Revised June 16, 2016
005243-4
Developer Awarded Project Agreement
Page 4 of 4
116
117 7.6 Authority to Sign.
118 Contractor shall attach evidence of authority to sign Agreement, if other than duly
119 authorized signatory of the Contractor.
120
121 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
122 counterparts.
123
124 This Agreement is effective as of the last date signed by the Parties ("Effective Date").
125
Contractor:
Indepa.nient Utility Construction, Inc
By: Vrr
hAJ
(Signature)
Richard Wolfe
(Printed Name)
Title: President
Company Name: Independent Utility
Construction, Inc
Address:
5109 Sun Valley Drive
City/State/Zip:_Fort Worth, TX 76119
8/23/2023
Date
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Developer:
D. R. HORTON — Texas, Ltd
By: 0,r l
�- (Signature)
Justin Bosworth
(Printed Name)
Title: A-5517b m f
Company name: D.R. Horton — Texas, Ltd
Address:
6751 North Fwy
City/State/Zip: Fort Worth, TX 76131
�/)J/20�1
Date
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104313
Revised June 16, 2016
0001 13 - 1
PERFORMANCE BOND
Page 1 n1.2
Bond No. 339737P
I 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, Independent Utility Construction, Inc. , known as "Principal" herein and
8 Westfield Insurance Company , a corporate surety(sureties, if more than one) duly
9 authorized to do business in the State of Texas, known as "Surety" herein (whether one or more),
10 are held and firmly bound unto the Developer, D.R. Horton -Texas. Ltd., authorized to do business
I I in Texas ("Developer") and the City of Font Worth, a Texas municipal corporation ("City"), in the
12 penal sum of, Three Hundred Sixty -Four Thousand. Five Hundred One Dollars & Sixty -Four Cents
13 ($364,501.64) lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas
14 for the payment of which sum well and truly to he made, jointly unto the Developer and the City as
15 dual obliges, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly
16 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 Agreement,
19 CFA Number 23-0079 ; and
20 WHEREAS, the Principal has entered into a certain written contract with the Developer
21 awarded the 23rd day of August , 2023. which Contract is hereby referred to and
22 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment
23 labor 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 Street LhAtine improvements to serve
25 Hampton Tract Phase 2.
26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
27 shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully
28 perform the Work, including Change Orders, under the Contract, according to the plans,
29 specifications, and contract documents therein reterred to. and as well during any period of
30 extension of the Contract that may be granted on the part of the Developer and/or City, then this
31 obligation shall be and become null and void, otherwise to remain in full force and effect.
32
33
CITY OF FORT woR"rH Hampton 1"ract Phase 2
s"rANDARD CITY CONr)rrK)NS - DEVFLOPI R AWARDED PROJECTS City Project No. 104313
Revised January 31. 2012
(X) 61 13. 2
PERFORMANCE BOND
Page_' of 2
Bond No. 339737P
I PROVIDED FURTHER, that if anv legal action be tiled 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 SIGNF,D and SEALED this
8 instrument by duly authorized agents and officers on this the 23rd day of August , 202a,
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ATTEST
(Prine al) tary Morga
loess as to Principal Christ a Garcia
C
Witness to Surety lizabeth Gray
PRINCIPAL:
INDEPE ENT UTILITY
CONS! CTION.INC.
BY:
S ature
Richard Wolfe, President
Name and Title
Address: 5109 Sun Vallev Drive
Fort Worth. Texas 76119
SURETY:
WESTFIELD INSURANCE COMPANY
BY: G-LiT
Sienat
Kvic W. Sweenev. Attornev-in-Fact
Name and Title
Address: 955 Garden Park Drive. Suite 230
Allen. Texas 75013
Telephone Number: 972-516-2600
40 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
41 from the by-laws showing that this person has authority to sign such obligation. If
42 Surety's physical address is different from its mailing address, both must be provided.
43 The date of the bond shall not be prior to the date the Contract is awarded.
CrrY OF FORT WORTH HmHnpkm Into Mum 2
STANDARD CITY coNotTIONS— DEVELOPER AWARDED PROJIYTS City Project No 104313
Re% twd .lantmry 31. 2012
W61Id-I
PAYMI=N'r RONn
hwe I ol'2
Bond No. 33973711
SECTION 00 62 14
PAYMENT BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we, Independent Utility Construction. Inc. , known as "Principal' herein,
8 and Westfield Insurance Company , a corporate surety (or 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 D.R. I Lorton -Texas. Ltd., authorized to
I I do business in Texas ("Developer"), and the City of Fort Worth, a Texas municipal corporation
12 ("City"), in the penal sum of Three Hundred Sixty -Four Thousand. Five Hundred One Dollars &
13 Sixty -Four Cents ($364,501.64) 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 be made jointly unto the
15 Developer and 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 23-0079 ; and
20 WHEREAS, Principal has entered into a certain written Contract with Developer,
21 awarded the 23rd day of August 2023, which Contract is hereby referred to and
22 made a part hereof for all purposes as if fully set forth herein. to furnish all materials, equipment,
23 labor and other accessories as defined by law, in the prosecution of the Work as provided for in
24 said Contract and designated as Street Liehtine hnprovements to serve Hampton Tract Phase 2.
25 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
26 Principal shall pay all monies owing to any (and all) payment [)on(] beneficiary (as defined in
27 Chapter 2253 of the "Texas Government Code, as amended) in the prosecution of the Work under
28 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
29 force and effect.
30
31
CITy oi: FORT WOR 111 1lampion 1'ra'i Ptawsc 2
STANDARD CFry coiiDrrioNS - DEVELOPER AWARDED PROJEC'N City INttcct No 101313
R"isrd Jant¢try 31. 2012
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0061 14 '
FAYMENT nONU
P,ILC 2 oL
Bond No. 339737P
This bond is made and executed in compliance with the provisions of Chapter 2253 of the
Texas Government Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of said statute.
IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
this instrument by duly authorized agents and officers on this the23rdday of AuquSt . 2023
ATTEST:
( rir�ipal) rotary M4olfe
Witness as to Principal Christina Garcia
ATTEST:
(Surety) Secretary Frank A. Carrillo
(1wh,.Affq
Witness 9 to Surety Elizabeth Gray
PRINCIPAL:
INDEPE, ENT UTILITY
CONS'T 1CZION. INC.,,
BY:
Signature
Richard Wolfe. President
Name and "Title
Address: 5109 Sun Valley Drive
Fort Worth. Texas 76119
SURETY:
WESTFIELD INSURANCE COMPANY
BY:
Sig atur
Kyle W. Sweenev, Attornev-in-Fact
Name and Title
Address: 955 Garden Park Drive. Suite 230
Allen. Texas 75013
Telephone Number: 972-516-2600
Note: If signed by an officer of the Surety, there must be on file a certified extract from the
bylaws showing that this person has authority to sign such obligation. If Surety's physical
address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
CITY 01: FORT WORTH
SI ANDARD CITY CtN1DITK)NS — DEVELOPER A W ARDt%D PRO.IFC`I'S
Revised )antrtty 31, 2012
I Iampton Trat Phase 2
Cip Proµct No I(A313
W620-I
AtAIN'I I NANC1. BOND
Pa_e I (if."
Bond No. 339737P
I 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 Independent Utility Construction. Inc. , known as "Principal" herein and
9 _ Westfield Insurance Company a corporate surety (sureties. if more than one) duly
10 authorized to do business in the State of Texas, known as "Surety" herein (whether one or more),
I I are held and firmly bound unto the Developer, D.R. Horton -Texas. Lld., authorized to do business
12 in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in
13 the stun of Three Hundred Sixty -Four Thousand. Five Hundred One Dollars & Sixty -Four Cents
14 ($364.501.64) lawful money of the United States, to be paid in Fort Worth. Tarrant County,
15 Texas, for payment of which sum well and truly be made jointly unto the Developer and the City
16 as dual obligees and their successors, we bind ourselves, our heirs, executors. administrators,
17 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, CFA Number 23-0079 ; and
22
23
24
25
26
27
28
29
30
31
32
33
34
WHEREAS, the Principal has entered into a certain written contract with the Developer
awarded the23rdday of August , 202a which Contract is hereby referred to and
a made part hereof for all purposes as if fully set forth herein, to furnish all materials. equipment
labor and other accessories as defined by law, in the prosecution of the Work, including any
Work resulting from a duly authorized Change Order (collectively herein. the "Work') as
provided for in said Contract and designated as Street Lighting Improvements to serve Hampton
Tract Phase 2; and
WHEREAS, Principal binds itself to use such materials and to so construct the Work in
accordance with the plans, specifications and Contract Documents that the Work is and will
remain free from defects in materials or workmanship for and during the period of two (2) years
after the date of Final Acceptance of the Work by the City ("Maintenance Period"): and
CITY Or FORT WORTI I I fainpttm Tract Plwe 2
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PPOJF( rS City No.1"i No IIW313
Ro-iscd Jantran 31. 2012
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00 62 19 - '
%MAIN ITNANCt: BOND
Pacc '_ or i
Bond No. 339737P
WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
upon receiving notice from the Developer and/or City of the need thereof at any time within the
Maintenance Period.
NOW THEREFORE, the condition of this obligation is such that if Principal shall
remedy any defective Work, for which timely notice was provides! by Developer or City, to a
completion satisfactory to the City, then this obligation shall become mull and void; otherwise to
remain in full force and effect.
PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
noticed defective Work, it is agreed that the Developer or City may cause any and all such
defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
by the Principal and the Surety under this Maintenance Bond; and
PROVIDED FURTHER, that if any legal action be filed on this Bond. venue shall lie in
Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
Worth Division; and
PROVIDED FURTHER, that this obligation shall be continuous in nature and
successive recoveries may be had hereon for successive breaches.
CITY OF FORT woKrH
STANDARD CITY CCNdD111ONS — DEVEt,OPFR AWARDED PROJF.CrS
Revised January 31.2012
tla"119on 1 .act Phase 2
Cite Project No 104313
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W6219-3
MAINTENANCE R NJD
PaLe 3 of 3
Bond No. 339737P
IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SF:ALFD this
instrument by duly authorized agents and officers on this the 23rdday of August 2023,
ATl'
AT:
(Principal) retary Morgan Wolfe
tress as to Principal Christina Garcia
ATTEST:
(Surety) Secretary Frank A. C ino
Witne to Surety Elizabeth Gray
PRINCIPAL:
INDEPENDENT UTILITY
CONST ION. INC.
BY
---- ignatare - ----
Richard Wolfe. President
Name and Title
Address: 5109 Sun Valley Drive
Fort Worth. "Texas 76119
SURETY:
WESTFIELD INSURANCE COMPANY
Kyle W. Sweenev, Attornev-in-Fact
Name and Title
Address: 955 Garden Park Drive, Suite 230
Allen. Texas 75013
Telephone Number: 972-516-2600
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation, If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTII
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised Jantrary 31. 2012
Itampton Tray Phase 2
Che f§grea No 104313
IMPORTANT NOTICE
To obtain information or make a complaint
You may call Westfield Insurance Company's
and/or Ohio Farmers Insurance Company's
toff -free telephone number for information or to
make a complaint at:
1-800-368-3597
You may also write to Westfield Insurance
Company and/or Ohio Farmers Insurance
Company at:
555 Republic Drive, Suite 450
Piano, Texas 75074-8848
You may contact the Texas Department of
Insurance to obtain information on
companies, coverages, rights or complaints
at:
1-800-252-3439
You may write the Texas Department of
Insurance:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection(cbtdi.state.tx.us
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your
premium or about a claim you should
contact the agent or Westfield Insurance
Company and/or Ohio Farmers Insurance
Comppny first. If the dispute is not resolved,
you may contact the Texas Department of
insurance.
ATTACH THIS NOTICE TO YOUR
POLICY: This notice is for information only
and does not become a part or condition of
the attached document.
AVISO IMPORTANTE
Para obtener informacion o para someter una
queja:
Usted puede Ilamar at numero de telefono gratis de
Westfield Insurance Company's / Ohio Farmers
Insurance Company's para informacion o para
someter una queja al:
1-800-368-3597
Usted tambien puede escribir a Westfield Insurance
Company / Ohio Farmers Insurance Company:
555 Republic Drive, Suite 450
Plano, Texas 75074-8848
Puede comunicarse con el Departamento de
Seguros de Texas para obtener informacion acerca
de companias, coberturas, derechos o quejas at:
1-800-252-3439
Puede escribir al Departamento de Seguros de
Texas:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection(cDtdi.state. tx.us
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiene una disputa concerniente a su prima o a un
reclamo, debe comunicarse con el agente o
Westfield Insurance Company / Ohio Farmers
Insurance Company primero. Si no se resuelve la
disputa, puede entonces comunicarse con el
departamento (TDI).
UNA ESTE AVISO A SU POLIZA: Este aviso es
solo para proposito de informacion y no se
convierte en parte o condicion del documento
adjunto.
THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING, 1 nw SAMt
POWER # AND ISSUED PRIOR TO 04/2Ot11, FOR ANY PERSON OR PERSONS NAMED BELOW.
General POWER NO. 4220052 06
Power Westfield Insurance Co.
of Attorney Westfield National Insurance Co.
CERTIFIED COPY
Ohio Farmers Insurance Co.
Westfield Center, Ohio
Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO
FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a "Company' and collectively as "Companies,' duly
organized and existing under the laws of the State of Ohio, and having its principal office in Westfield Center, Medina County, Ohio, do by these
presents make, constitute and appoint
CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY, ELIZABETH GRAY, JOINTLY OR SEVERALLY
of FORT WORTH and State of TX its true and lawful Attorneys) -in -Fact, with full power and authority hereby conferred in its name,
place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of
suretyship- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --
LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE
GUARANTEE, OR BANK DEPOSITORY BONDS.
and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate
seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorneys) -in -Fact may do in
the premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the
WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and 01110 FARMERS INSURANCE COMPANY:
'Be it Resolved, that the President, any Senior Executive, any Secretary or any Fidelity & Surety Operations Executive or other Executive shall
be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorneys) -in -Fact to represent and act for
and on behalf of the Company subject to the following provisions:
The Attorney -in -Fact. may be given full power and authority for aril in the name of and on behalf of the Company, to execute, acknowledge and
deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attorney -in -Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary. -
"Be it Further Resoived, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any
power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signatures or facsimile
seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached.' (Each adopted at a meeting
held on February 8, 2000).
In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE
COMPANY have caused these presents to be signed by their Senior Executive and their corporate seals to be hereto affixed this 20th day of
APRIL A.D., 2011
.w.www,
Corporate �"gSuft-414" ,.�- NNON '�•, ,; S;NS�'�•• WESTFIELD INSURANCE COMPANY
Seal-, ... ,_ c : , Q� �_.•-•••• •.NS'Q `` ... ...,,...! yet WESTFIELD NATIONAL INSURANCE COMPANY
Affixed o ''vy %Ax& TT''�' �' OHIO FARMERS INSURANCE COMPANY
►7',Cs.t3,1,a 1 v � "`' n = = C11A31TfREp 3�'C 3
SEAL .ir,Q
1848.E .
State of Ohio`"""'"� �•• ""^' By:
Richard L. Kinnaird, Jr., National Surety Leader and
County of Medina ss.: Senior Executive
On this 20th day of APRIL A.D., 2011 , before me personally came Richard L. Kinnaird, Jr. to me known, who, being by me duly
sworn, did depose and say, that he resides in Medina, Ohio; that he is Senior Executive of WESTFIELD INSURANCE COMPANY, WESTFIELD
NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above
instrument; that he knows the seals of said Companies; that the seals affixed to said instrument are such corporate seals; that they were so affixed
by order of the Boards of Directors of said Companies; and that he signed his name thereto by like order.
Notarial w
Seat
Affixed
err$William J. Kahetin, A rney at Law, Notary Public
State of Ohio -. N J 4&; 1
County of Medina My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code)
ss.: •,. ;t � ,-
TF OF O
I, Frank A. Carrino, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS
INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said
Comparties, which is still in full force and effect; and furthermore, the resolutions of the Boards of Directors, set out In the Power of Attorney are
in fun force and effect.
In Witness Whereof, 1 have hereunto set my hand and affixed the seals of said Crxnpanies at Westfield Center, Ohio, this day of
,� aSYR '•,�� P_,xO At �ti•., f 1NSU' 4y
AiZ
SEAL, o �3
Iro _i :m_ eo: :5
11348
;,- / � Z�L- �
se"ary
Frank A. Carrino, Secretary
BPOAC2 (combined) (06-02)
STANDARD CITY CONDITIONS OF
THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104313
Revised December 20, 2012
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Page
Article 1 — Definitions and Terminology 1
1.1 Defined Terms............................................................................................................................... 1
1.2 Terminology.................................................................................................................................. 5
Article 2 — Preliminary Matters 6
2.1 Before Starting Construction........................................................................................................ 6
2.2 Preconstruction Conference.......................................................................................................... 6
2.3 Public Meeting.............................................................................................................................. 6
Article 3 — Contract Documents and Amending 6
3.1 Reference Standards...................................................................................................................... 6
3.2 Amending and Supplementing Contract Documents................................................................... 6
Article 4 — Bonds and Insurance 7
4.1
Licensed Sureties and Insurers......................................................................................................
7
4.2
Performance, Payment, and Maintenance Bonds.........................................................................
7
4.3
Certificates of Insurance...............................................................................................................
7
4.4
Contractor's Insurance..................................................................................................................
9
4.5
Acceptance of Bonds and Insurance; Option to Replace...........................................................12
Article 5 — Contractor's Responsibilities 12
5.1
Supervision and Superintendent.................................................................................................12
5.2
Labor; Working Hours................................................................................................................13
5.3
Services, Materials, and Equipment...........................................................................................13
5.4
Project Schedule..........................................................................................................................14
5.5
Substitutes and "Or-Equals".......................................................................................................14
5.6
Pre -Qualification of Bidders (Prime Contractors and Subcontractors)......................................16
5.7
Concerning Subcontractors, Suppliers, and Others....................................................................16
5.8
Wage Rates..................................................................................................................................18
5.9
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 HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104313
Revised December 20, 2012
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
7.1 Inspections, Tests, and Approvals............................................................................................... 26
7.2 Limitations on City's Responsibilities........................................................................................26
7.3 Compliance with Safety Program............................................................................................... 27
Article 8 —
City's Observation Status During Construction............................................................................
27
8.1
City's Project Representative......................................................................................................27
8.2
Authorized Variations in Work...................................................................................................27
8.3
Rejecting Defective Work...........................................................................................................27
8.4
Determinations for Work Performed..........................................................................................28
Article9 — Changes in the Work..................................................................................................................... 28
9.1 Authorized Changes in the Work................................................................................................28
9.2 Notification to Surety..................................................................................................................28
Article 10 — Change of Contract Price; Change of Contract Time................................................................. 28
10.1 Change of Contract Price............................................................................................................ 28
10.2 Change of Contract Time............................................................................................................28
10.3 Delays.......................................................................................................................................... 28
Article I I —
Tests and Inspections; Correction, Removal or Acceptance of Defective Work .......................
29
11.1
Notice of Defects.........................................................................................................................
29
11.2
Access to Work...........................................................................................................................
29
11.3
Tests and Inspections..................................................................................................................29
11.4
Uncovering Work........................................................................................................................30
11.5
City May Stop the Work.............................................................................................................30
11.6
Correction or Removal of Defective Work................................................................................
30
11.7
Correction Period........................................................................................................................
30
11.8
City May Correct Defective Work..............................................................................................
31
Article12 — Completion.................................................................................................................................. 32
12.1 Contractor's Warranty of Title.................................................................................................... 32
12.2 Partial Utilization........................................................................................................................ 32
12.3 Final Inspection...........................................................................................................................32
12.4 Final Acceptance.........................................................................................................................33
Article13 — Suspension of Work.....................................................................................................................33
13.01 City May Suspend Work............................................................................................................. 33
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104313
Revised December 20, 2012
Article14 — Miscellaneous.............................................................................................................................. 34
14.1 Giving Notice.............................................................................................................................. 34
14.2
Computation of Times................................................................................................................
34
14.3
Cumulative Remedies.................................................................................................................
34
14.4
Survival of Obligations...............................................................................................................
35
14.5
Headings......................................................................................................................................35
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104313
Revised December 20, 2012
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2
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016600-1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
SECTION 0166 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Scheduling of product delivery
2. Packaging of products for delivery
3. Protection of products against damage from:
a. Handling
b. Exposure to elements or harsh environments
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION 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 AND HANDLING
A. Delivery Requirements
1. Schedule delivery of products or equipment as required to allow timely installation
and to avoid prolonged storage.
2. Provide appropriate personnel and equipment to receive deliveries.
3. Delivery trucks will not be permitted to wait extended periods of time on the Site
for personnel or equipment to receive the delivery.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised April 7, 2014
01 66 00 - 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 HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised April 7, 2014
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016600-3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [oR] SITE QUALITY CONTROL
A. Tests and Inspections
1. Inspect all products or equipment delivered to the site prior to unloading.
B. Non -Conforming Work
1. Reject all products or equipment that are damaged, used or in any other way
unsatisfactory for use on the project.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION
A. Protect all products or equipment in accordance with manufacturer's written directions.
B. Store products or equipment in location to avoid physical damage to items while in
storage.
C. Protect equipment from exposure to elements and keep thoroughly dry if required by
the manufacturer.
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised April 7, 2014
01 66 00 - 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
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised April 7, 2014
00 73 10-1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
ARTICLE 1— DEFINITIONS AND TERMINOLOGY
1.1 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—Theentire 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 HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104313
Revised December 20, 2012
00 73 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.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104313
Revised December 20, 2012
00 73 10- 3
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 3 of 35
16. Final Inspection — Inspection carried out by the City to verb that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
17. General Requirements —A part of the Contract Documents between the Developer and a
Contractor.
18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20. Milestone A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non -Participating Change Order —A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
22. Participating Change Order —A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
23. Plans — See definition of Drawings.
24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor's plan to accomplish the Work within the Contract Time.
25. Project —The Work to be performed under the Contract Documents.
26. Project Representative —The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting — An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29. Samples Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104313
Revised December 20, 2012
00 73 10- 4
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 4 of 35
30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights -of -way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32. Specifications —That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto. Specifications
may be specifically made a part of the Contract Documents by attachment or, if not attached,
may be incorporated by reference as indicated in the Table of Contents (Division 00 00
00) of each Project.
33. Standard City Conditions — That part of the Contract Documents setting forth requirements
of the City.
34. Subcontractor —An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent — The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions —That part of the Contract Documents which amends or
supplements the General Conditions.
38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes,
vaults, tanks, tunnels, or other such facilities or attachments, and any encasements
containing such facilities, including but not limited to, those that convey electricity, gases,
steam, liquid petroleum products, telephone or other communications, cable television,
water, wastewater, storm water, other liquids or chemicals, or traffic or other control
systems.
40. Weekend Working Hours — Hours beginning at 9: 00 a. in. and ending at 5: 00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104313
Revised December 20, 2012
00 73 10- 5
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 5 of 35
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.
1.2 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
2.1 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.
2.2 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.3 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
3.1 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.
3.2 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
4.1 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.
4.2 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.
4.3 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 parry 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 parry 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.
4.4 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:
Write the name of the railroad company. (If none, then write none)
2. The Contractor shall conduct its operations on railroad properties in such a manner as not to
interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use
or operation of its/their trains or other property. Such operations on railroad properties may
require that Contractor to execute a "Right of Entry Agreement" with the particular railroad
company or companies involved, and to this end the Contractor should satisfy itself as to the
requirements of each railroad company and be prepared to execute the right -of -entry (if any)
required by a railroad company. The requirements specified herein likewise relate to the
Contractor's use of private and/or construction access roads crossing said railroad company's
properties.
3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions
shall provide coverage for not less than the following amounts, issued by companies
satisfactory to the City and to the Railroad Company for a term that continues for so long as
the Contractor's operations and work cross, occupy, or touch railroad property:
a. General Aggregate:
Enter limits provided by Railroad Company (If none, write none)
b. Each Occurrence: :
Enter limits provided by Railroad Company (If none, write none)
4. With respect to the above outlined insurance requirements, the following shall govern:
a. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at -grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b. Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights -of -
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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.
4.5 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
5.1 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.
5.2 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.3 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.
5.4 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.
5.5 Substitutes and "Or -Equals "
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or "or -equal" item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an "or -equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
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2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City's sole discretion an item of material or equipment proposed by Contractor does
not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 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 Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City 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.
5.6 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
5.7 Concerning Subcontractors, Suppliers, and Others
A. Minority and Women Owned Business Enterprise Compliance:
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❑ Required for this Contract.
(Check this box if there is any City Participation)
❑ Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City's MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
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Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.8 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 31 st 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 IIth 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 parry 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.
5.9 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
4.02.13. 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
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
7.1 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.2 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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7.3 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
8.1 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.
8.2 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.
8.3 Rejecting Defective Work
City will have authority to reject Work which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
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8.4 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
9.1 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.
9.2 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
10.1 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City participation.
10.2 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.3 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages
(including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals
and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection
with any other project or anticipated project.
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ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.1 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.
11.2 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.
11.3 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 HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104313
Revised December 20, 2012
00 73 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.
11.4 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.
11.5 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.
11.6 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.
11.7 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 HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104313
Revised December 20, 2012
00 73 10- 31
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 31 of 35
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor's obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.8 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 HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104313
Revised December 20, 2012
00 73 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
12.1 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.
12.2 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of
the Work which has specifically been identified in the Contract Documents, or which City, determines
constitutes a separately functioning and usable part of the Work that can be used by City for its
intended purpose without significant interference with Contractor's performance of the remainder of the
Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of
the Work which City determines to be ready for its intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work
ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor
shall make an inspection of that part of the Work to determine its status of completion. If City
does not consider that part of the Work to be substantially complete, City will notify Contractor in
writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.3 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract
Documents:
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104313
Revised December 20, 2012
00 73 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.
12.4 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:
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 HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104313
Revised December 20, 2012
00 73 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 — MISCELLANEOUS
14.1 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 parry.
14.2 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.
14.3 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 HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104313
Revised December 20, 2012
00 73 10- 35
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
14.4 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.
14.5 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104313
Revised December 20, 2012
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SECTION 0174 23
CLEANING
PART 1 - GENERAL
017423-1
DAP CLEANING
Page 1 of 4
1.1 SUMMARY
A. Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning of closed
systems specified elsewhere
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Scheduling
1. Schedule cleaning operations so that dust and other contaminants disturbed by
cleaning process will not fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND HANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised April 7, 2014
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01 74 23 - 2
DAP CLEANING
Page 2 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART2-PRODUCTS
2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A. Cleaning Agents
1. Compatible with surface being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a. Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A. General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
storm or sanitary drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manner approved by City and regulatory agencies.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised April 7, 2014
01 74 23 - 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.
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B. Intermediate Cleaning during Construction
1. Keep Work areas clean so as not to hinder health, safety or convenience of
personnel in existing facility operations.
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
3. Confine construction debris daily in strategically located container(s):
a. Cover to prevent blowing by wind
b. Store debris away from construction or operational activities
c. Haul from site at a minimum of once per week
4. Vacuum clean interior areas when ready to receive finish painting.
a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance.
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
may become airborne or transported by flowing water during the storm.
C. Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containers from site.
a. Re -seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of traffic along the roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
junction boxes and inlets.
4. If no longer required for maintenance of erosion facilities, and upon approval by
City, remove erosion control from site.
Clean signs, lights, signals, etc.
32 3.11 CLOSEOUT ACTIVITIES [NOT USED]
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3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised April 7, 2014
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01 74 23 - 4
DAP CLEANING
Page 4 of 4
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised April 7, 2014
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017719-1
DAP CLOSEOUT REQUIREMENTS
Pagel of 3
SECTION 0177 19
CLOSEOUT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. The procedure for closing out a contract
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
1. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds,
certificates, licenses and affidavits required for Work or equipment as specified are
satisfactorily filed with the City.
B. Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised April 7, 2014
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
1 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 PAT 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]
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UEwei 110311 X11" 8 9 1110104 pill ;70
A. Prior to requesting Final Inspection, submit:
1. Project Record Documents in accordance with Section 0178 39
2. Operation and Maintenance Data, if required, in accordance with Section 0178 23
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
01 74 23.
C. Final Inspection
1. After final cleaning, provide notice to the City Project Representative that the Work
is completed.
a. The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertake the Work
required to remedy deficiencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Work associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c. Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
£ Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
D. Notice of Project Completion
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised April 7, 2014
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017719-3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
f. Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
DATE NAME
4/7/2014 M.Domenech
END OF SECTION
Revision Log
SUMMARY OF CHANGE
Revised for DAP application
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised April 7, 2014
01 11 0001 78 39 - 1
DAP SUMMARY OF WORKPROJECT RECORD DOCUMENTS
Page 1 of 3
1 SECTION 01 11 00
2 SUMMARY OF WORK
3 GENERAL
4 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
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A. Work Covered by Contract Documents
1. Work is to include furnishing all labor, materials, and equipment, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications.
B. Subsidiary Work
1. Any and all Work specifically governed by documentary requirements for the
project, such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other public places
or other rights -of -way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
a. A reasonable amount of tools, materials, and equipment for construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104313
Revised December 20, 2012
01 11 0001 78 39 - 2
DAP SUMMARY OF WORKPROJECT RECORD DOCUMENTS
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
All Work shall be in accordance with railroad requirements set forth in Division
7
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,
18
plants, lawns, fences, culverts, curbing, and all other types of structures or
19
improvements, to all water, sewer, and gas lines, to all conduits, overhead pole
20
lines, or appurtenances thereof, including the construction of temporary fences
21
and to all other public or private property adjacent to the Work.
22
5. Notify the proper representatives of the owners or occupants of the public or
23
private 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
25
the Work.
26
b. Notices shall be applicable to both public and private utility companies and
27
any corporation, company, individual, or other, either as owners or
28
occupants, 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
30
resulting from any act, omission, neglect, or misconduct in the manner or
31
method or execution of the Work, or at any time due to defective work,
32
material, or equipment.
33
6. Fence
34
a. Restore all fences encountered and removed during construction of the
35
Project to the original or a better than original condition.
36
b. Erect temporary fencing in place of the fencing removed whenever the
37
Work is not in progress and when the site is vacated overnight, and/or at all
38
times to 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 HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104313
Revised December 20, 2012
01 11 0001 78 39 - 3
DAP SUMMARY OF WORKPROJECT RECORD DOCUMENTS
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
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104313
Revised December 20, 2012
01 31 01 78 3919 - 1
DAP PRECONSTRUCTION MEETING PROJECT RECORD DOCUMENTS
Page 1 of 3
1 SECTION 013119
2 PRECONSTRUCTION MEETING
3 PART 1 - 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
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A. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the delivery of the
distribution package to the City.
The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shall include:
a. Developer and Consultant
b. Contractor's project manager
c. Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may
desire to invite or the City may request
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
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01 31 01 78 3919 - 2
DAP PRECONSTRUCTION MEETING PROJECT RECORD DOCUMENTS
Page 2 of 3
e. Other City representatives
f. Others as appropriate
4. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor's work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
1. Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre -Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City's representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
J. Questions or Comments
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
01 31 01 78 3919 - 3
DAP PRECONSTRUCTION MEETING PROJECT RECORD DOCUMENTS
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
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
0133 000178 39 - 1
DAP SUBMITTALSPROJECT RECORD DOCUMENTS
Page 1 of 8
1 SECTION 0133 00
2 DAP SUBMITTALS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. General methods and requirements of submissions applicable to the following Work-
7 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. W rk associated with this Item is considered subsidiary to the various items bid. No
20 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 submittals
25 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 performing
28 the related Work or other applicable activities, or within the time specified in the
29 individual Work Sections, of the Specifications.
30 b. Contractor is responsible such that the installation will not be delayed by processing
31 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 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 HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
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0133 000178 39 - 2
DAP SUBMITTALSPROJECT RECORD DOCUMENTS
Page 2 of 8
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other contractor.
B. Submittal Numbering
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C. Contractor Certification
1. Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify the following:
a. Field measurements
b. Field construction criteria
c. Catalog numbers and similar data
d. Conformance with the Contract Documents
2. Provide each shop drawing, sample and product data submitted by the Contractor
with a Certification Statement affixed including:
a. The Contractor's Company name
b. Signature of submittal reviewer
c. Certification Statement
1) `By this submittal, I hereby represent that I have determined and verified
field measurements, field construction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approved shop drawings."
D. Submittal Format
1. Fold shop drawings larger than 8 1/2 inches x 11 inches to 8 1/2 inches x 11 inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
0133 000178 39-3
DAP SUBMITTALSPROJECT RECORD DOCUMENTS
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. W ere correct fabrication of the Work depends upon field measurements
31 Provide such measurements and note on the drawings prior to submitting for
32 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 instructions
41
2)
Availability of colors and patterns
42
3)
Manufacturer's printed statements of compliances and applicability
43
4)
Roughing -in diagrams and templates
44
5)
Catalog cuts
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
0133 000178 39 - 4
DAP SUBMITTALSPROJECT RECORD DOCUMENTS
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Page 4 of 8
6) Product photographs
7) Standard wiring diagrams
8) Printed performance curves and operational -range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended spare -parts
listing and printed product warranties
12) As applicable to the Work
H. Samples
As specified in individual Sections, include, but are not necessarily limited to:
a. Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches and
range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
I. Do not start Work requiring a shop drawing, sample or product data nor any material to be
fabricated or installed prior to the approval or qualified approval of such item.
1. Fabrication performed, materials purchased or on -site construction accomplished which
does not conform to approved shop drawings and data is at the Contractor's risk.
2. The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance with
approved shop drawings, applicable samples, and product data.
J. Submittal Distribution
1. Electronic Distribution
a. Confirm development of Project directory for electronic submittals to be uploaded
to City's Buzzsaw site, or another external FTP site approved by the City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate City
representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
c. Product Data
1) Upload submittal to designated project directory and notify appropriate City
representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
0133 000178 39-5
DAP SUBMITTALSPROJECT RECORD DOCUMENTS
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 product
17
data and samples, where required, to the job site file and elsewhere as directed by
18
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 with
23
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 does
30
not relieve the Contractor from his/her responsibility with regard to the fulfillment of
31
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 Work
35
with all other associated work and trades, for selecting fabrication processes, for
36
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 the
39
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 exception.
41
5.
Submittals will be returned to the Contractor under 1 of the following codes:
42
a. Code 1
43
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
44
comments on the submittal.
45
a. When returned under this code the Contractor may release the equipment
46
and/or material for manufacture.
47
b. Code 2
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
0133 000178 39-6
DAP SUBMITTALSPROJECT RECORD DOCUMENTS
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1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the
notations and comments IS NOT required by the Contractor.
a. The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the final
product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned
when notations and comments are extensive enough to require a resubmittal of
the package.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the final
product.
b) This resubmittal is to address all comments, omissions and non -conforming
items that were noted.
c) Resubmittal is to be received by the City within 15 Calendar Days of the
date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the intent of
the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor to
meet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor's risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City's expense.
1) All subsequent reviews will be performed at times convenient to the City and at
the Contractor's expense, based on the City's or City Representative's then
prevailing rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for all
such fees invoiced by the City.
c. The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
7. Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City's
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c. The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to constitute a
change to the Contract Documents, then written notice must be provided thereof to the
Developer at least 7 Calendar Days prior to release for manufacture.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
0133 000178 39-7
DAP SUBMITTALSPROJECT RECORD DOCUMENTS
Page 7 of 8
1 9. W en 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 used
9 on the Project. Remove at the completion of the Work or when directed.
10 M. Qualifications
11 If specifically required in other Sections of these Specifications, submit a P.E. Certification
12 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. W en the Contractor believes there is a conflict between Contract Documents
17 c. W en the Contractor belihves 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 HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
0133 000178 39-8
DAP SUBMITTALSPROJECT RECORD DOCUMENTS
2
3
Page 8 of 8
5 PART 2 — PRODUCTS [NOT USED]
6 PART 3 - EXECUTION [NOT USED]
7 END OF SECTION
I
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
0135 130178 39 - 1
DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS
Page 1 of 7
1 SECTION 0135 13
2 SPECIAL PROJECT PROCEDURES
3 PART 1 - GENERAL
4 1.1 SUMMARY
5
A. Section Includes:
6
1. The
procedures for special project circumstances that includes, but is not limited to:
7
a.
Coordination with the Texas Department of Transportation
8
b.
W rk near High Voltage Lines
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c.
Confined Space Entry Program
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d.
Air Pollution Watch Days
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e.
Use of Explosives, Drop Weight, Etc.
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£
W ter Department Notification
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g.
Public Notification Prior to Beginning Construction
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h.
Coordination with United States Army Corps of Engineers
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i.
Coordination within Railroad permits areas
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j.
Dust Control
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k.
Employee Parking
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B. Deviations from this City of Fort Worth Standard Specification
19
1. None.
20 C. Related Specification Sections include, but are not necessarily limited to:
21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
22 2. Division 1 — General Requirements
23 3. Section 33 12 25 — Connection to Existing Water Mains
24
25 1.2 REFERENCES
26 A. Reference Standards
27 1. Reference standards cited in this Specification refer to the current reference standard
28 published at the time of the latest revision date logged at the end of this Specification,
29 unless a date is specifically cited.
30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High
31 Voltage Overhead Lines.
32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction
33 Specification
34 1.3 ADMINISTRATIVE REQUIREMENTS
35 A. Coordination with the Texas Department of Transportation
36 1. W en work in the right-of-way which is under the jurisdiction of the Texas Department
37 of Transportation (TxDOT):
38 a. Notify the Texas Department of Transportation prior to commencing any work
39 therein in accordance with the provisions of the permit
40 b. All work performed in the TxDOT right-of-way shall be performed in compliance
41 with and subject to approval from the Texas Department of Transportation
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
0135 130178 39 - 2
DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS
Page 2 of 7
1 B. Work near High Voltage Lines
2 1. Regulatory Requirements
3 a. All Work near High Voltage Lines (more than 600 volts measured between
4 conductors or between a conductor and the ground) shall be in accordance with
5 Health and Safety Code, Title 9, Subtitle A, Chapter 752.
6 2. Warning sign
7 a. Provide sign of sufficient size meeting all OSHA requirements.
8
3. Equipment operating within 10 feet of high voltage lines will require the following
9
safety features
10
a. Insulating cage -type of guard about the boom or arm
11
b. Insulator links on the lift hook connections for back hoes or dippers
12
c. Equipment must meet the safety requirements as set forth by OSHA and the safety
13
requirements of the owner of the high voltage lines
14
4. Work within 6 feet of high voltage electric lines
15
a. Notification shall be given to:
16
1) The power company (example: ONCOR)
17
a) Maintain an accurate log of all such calls to power company and record
18
action taken in each case.
19
b. Coordination with power company
20
1) After notification coordinate with the power company to:
21
a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower
22
the lines
23
c. No personnel may work within 6 feet of a high voltage line before the above
24
requirements have been met.
25 C. Confined Space Entry Program
26 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA
27 requirements.
28 2. Confined Spaces include:
29 a. Manholes
30 b. All other confined spaces in accordance with OSHA's Permit Required for
31 Confined Spaces
32 D. Use of Explosives, Drop Weight, Etc.
33 1. When Contract Documents permit on the project the following will apply:
34 a. Public Notification
35 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior
36 to commencing.
37 2) Minimum 24 hour public notification in accordance with Section 0131 13
38 E. Water Department Coordination
39
40 1. During the construction of this project, it will be necessary to deactivate, for a
41 period of time, existing lines. The Contractor shall be required to coordinate with
42 the Water Department to determine the best times for deactivating and activating
43 those lines.
44 2. Coordinate any event that will require connecting to or the operation of an existing
45 City water line system with the City's representative.
46 a. Coordination shall be in accordance with Section 33 12 25.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
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DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS
Page 3 of 7
b. If needed, obtain a hydrant water meter from the Water Department for use
during the life of named project.
C. In the event that a water valve on an existing live system be turned off and
on to accommodate the construction of the project is required, coordinate
this activity through the appropriate City representative.
1) Do not operate water line valves of existing water system.
a) Failure to comply will render the Contractor in violation of Texas
Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the
Contractor will be prosecuted to the full extent of the law.
b) In addition, the Contractor will assume all liabilities and
responsibilities as a result of these actions.
F. Public Notification Prior to Beginning Construction
1. Prior to beginning construction on any block in the project, on a block by block
basis, prepare and deliver a notice or flyer of the pending construction to the front
door of each residence or business that will be impacted by construction. The notice
shall be prepared as follows:
a. Post notice or flyer 7 days prior to beginning any construction activity on each
block in the project area.
1) Prepare flyer on the Contractor's letterhead and include the following
information:
a) Name of Project
b) City Project No (CPN)
c) Scope of Project (i.e. type of construction activity)
d) Actual construction duration within the block
e) Name of the contractor's foreman and phone number
f) Name of the City's inspector and phone number
g) City's after-hours phone number
2) A sample of the `pre -construction notification' flyer is attached as Exhibit A.
3) Submit schedule showing the construction start and finish time for each block
of the project to the inspector.
4) Deliver flyer to the City Inspector for review prior to distribution.
b. No construction will be allowed to begin on any block until the flyer is delivered to
all residents of the block.
G. Public Notification of Temporary Water Service Interruption during Construction
1. In the event it becomes necessary to temporarily shut down water service to
residents or businesses during construction, prepare and deliver a notice or flyer of
the pending interruption to the front door of each affected resident.
2. Prepared notice as follows:
a. The notification or flyer shall be posted 24 hours prior to the temporary
interruption.
b. Prepare flyer on the contractor's letterhead and include the following information:
1) Name of the project
2) City Project Number
3) Date of the interruption of service
4) Period the interruption will take place
5) Name of the contractor's foreman and phone number
6) Name of the City's inspector and phone number
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
0135 130178 39 - 4
DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS
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c. A sample of the temporary water service interruption notification is attached as
Exhibit B.
d. Deliver a copy of the temporary interruption notification to the City inspector for
review prior to being distributed.
e. No interruption of water service can occur until the flyer has been delivered to all
affected residents and businesses.
f. Electronic versions of the sample flyers can be obtained from the Project
Construction Inspector.
H. Coordination with United States Army Corps of Engineers (USACE)
1. At locations in the Project where construction activities occur in areas where USACE
permits are required, meet all requirements set forth in each designated permit.
I. Coordination within Railroad Permit Areas
At locations in the project where construction activities occur in areas where railroad
permits are required, meet all requirements set forth in each designated railroad permit.
This includes, but is not limited to, provisions for:
a. Flagmen
b. Inspectors
c. Safety training
d. Additional insurance
e. Insurance certificates
f. Other employees required to protect the right-of-way and property of the Railroad
Company from damage arising out of and/or from the construction of the project.
Proper utility clearance procedures shall be used in accordance with the permit
guidelines.
2. Obtain any supplemental information needed to comply with the railroad's
requirements.
J. Dust Control
1. Use acceptable measures to control dust at the Site.
a. If water is used to control dust, capture and properly dispose of waste water.
b. If wet saw cutting is performed, capture and properly dispose of slurry.
K. Employee Parking
1. Provide parking for employees at locations approved by the City.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
0135 130178 39 - 5
DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS
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
13
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.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
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0135 1301 78 39 - 6
DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS
Page 6 of 7
EXHIBIT A
(To be printed on Contractor's Letterhead)
Date:
CPN No.:
Project Name:
Mapsco Location:
Limits of Construction:
NOTICE OF
CONSTRUCTION
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
PROPERTY.
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF
THIS NOTICE.
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
ISSUE, PLEASE CALL:
Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.>
M
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
1
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0135 130178 39 - 7
DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS
Page 7 of 7
EXHIBIT B
FORT WORTH
Dom:
DOE 110. XXXX
I�� Imo:
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
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
04 45 230178 39 - 1
DAP TESTING AND INSPECTION SERVICES PROJECT RECORD DOCUMENTS
Page 1 of 2
1 SECTION 0145 23
2 TESTING AND INSPECTION SERVICES
3 PART 1 - 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 City's Buzzsaw site, or another form of distribution approved
38 by the City.
39
40
41
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
04 45 230178 39 - 2
DAP TESTING AND INSPECTION SERVICES PROJECT RECORD DOCUMENTS
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
11 load of 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
DATE NAME
30
Revision Log
SUMMARY OF CHANGE
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
0150 000178 39 - 1
DAP TEMPORARY FACILITIES AND CONTROLSPROJECT RECORD DOCUMENTS
Page 1 of 4
1 SECTION 0150 00
2 TEMPORARY FACILITIES AND CONTROLS
3 PART 1 - 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
1 1 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
41
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
0150 000178 39 - 2
DAP TEMPORARY FACILITIES AND CONTROLSPROJECT RECORD DOCUMENTS
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
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 HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
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DAP TEMPORARY FACILITIES AND CONTROLSPROJECT RECORD DOCUMENTS
Page 3 of 4
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on -call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION 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]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE -INSTALLATION
3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
0150 000178 39 - 4
DAP TEMPORARY FACILITIES AND CONTROLSPROJECT RECORD DOCUMENTS
Page 4 of 4
1 1. Remove all temporary facilities and restore area after completion of the Work,
2 to a condition equal to or better than prior to start of Work.
3 3.12 PROTECTION [NOT USED]
4 3.13 MAINTENANCE [NOT USED]
5 3.14 ATTACHMENTS [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
0155 260178 39 - 1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROLPROJECT RECORD DOCUMENTS
Page 1 of 3
1 SECTION 0155 26
2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART 1- 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.
39
40
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
0155 260178 39 - 2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROLPROJECT RECORD DOCUMENTS
Page 2 of 3
1
2 1) Allow a minimum of 5 working days for permit review.
3 2) Contractor's responsibility to coordinate review of Traffic Control plans for
4 Street Use Permit, such that construction is not delayed.
5 C. Modification to Approved Traffic Control
6 1. Prior to installation traffic control:
7 a. Submit revised traffic control plans to City Department Transportation and
8 Public Works Department.
9 1) Revise Traffic Control plans in accordance with Section 34 71 13.
10 2) Allow minimum 5 working days for review of revised Traffic Control.
11 3) It is the Contractor's responsibility to coordinate review of Traffic Control
12 plans for Street Use Permit, such that construction is not delayed.
13 D. Removal of Street Sign
14 1. If it is determined that a street sign must be removed for construction, then contact
15 City Transportation and Public Works Department, Signs and Markings Division to
16 remove the sign.
17 E. Temporary Signage
18 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
19 requirements of the latest edition of the Texas Manual on Uniform Traffic Control
20 Devices (MUTCD).
21 2. Install temporary sign before the removal of permanent sign.
22 3. When construction is complete, to the extent that the permanent sign can be
23 reinstalled, contact the City Transportation and Public Works Department, Signs
24 and Markings Division, to reinstall the permanent sign.
25 F. Traffic Control Standards
26 1. Traffic Control Standards can be found on the City's Buzzsaw website.
27 1.5 SUBMITTALS [NOT USED]
28 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
29 1.7 CLOSEOUT SUBMITTALS [NOT USED]
30 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
31 1.9 QUALITY ASSURANCE [NOT USED]
32 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
33 1.11 FIELD [SITE] CONDITIONS [NOT USED]
34 1.12 WARRANTY [NOT USED]
35 PART 2 - PRODUCTS [NOT USED]
36 PART 3 - EXECUTION [NOT USED]
37 END OF SECTION
W.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
0155 260178 39 - 3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROLPROJECT RECORD DOCUMENTS
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised August 30, 2013
0157 130178 39 - 1
DAP STORM WATER POLLUTION PREVENTION PROJECT RECORD DOCUMENTS
Page 1 of 3
1 SECTION 0157 13
2 STORM WATER POLLUTION PREVENTION
3 PART 1 - 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 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 B. 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.
38
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised July 1, 2011
2
3
4
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0157 130178 39 - 2
DAP STORM WATER POLLUTION PREVENTION PROJECT RECORD DOCUMENTS
Page 2 of 3
B. Construction Activities resulting in:
1. Less than 1 acre of disturbance
a. Provide erosion and sediment control in accordance with Section 31 25 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Required under general permit
TXR150000
a) Sign and post at job site
b) Prior to Preconstruction Meeting, send 1 copy to City Department of
Transportation and Public Works, Environmental Division, (817) 392-
6088.
2) Provide erosion and sediment control in accordance with:
a) Section 3125 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
3. 5 acres or more of Disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a) Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) 'TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a) Section 3125 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
4) Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
40 1.5 SUBMITTALS
41
42
43
44
45
46
47
A. SWPPP
Submit in accordance with Section 0133 00, except as stated herein.
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a) City Project Manager will forward to the City Department of
Transportation and Public Works, Environmental Division for review
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised July 1, 2011
0157 130178 39 - 3
DAP STORM WATER POLLUTION PREVENTION PROJECT RECORD DOCUMENTS
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 0133 00.
4
1.6
ACTION SUBMITTALSANFORMATIONAL 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
15
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised July 1, 2011
1
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0160 000178 39 - 1
DAP PRODUCT REQUIREMENTS PROJECT RECORD DOCUMENTS
Page 1 of 2
SECTION 0160 00
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. References for Product Requirements and City Standard Products List
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A list of City approved products for use is available through the City's website at:
httl)s://apes.fortworthtexas.2ov/ProiectResources/ and following the directory path:
02 — Construction Documents\Standard Product List
A. Only products specifically included on City's Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
B. Any specific product requirements in the Contract Documents supersede similar
products included on the City's Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects
even though the product is listed on the City's Standard Product List.
C. Although a specific product is included on City's Standard Product List, not all
products from that manufacturer are approved for use, including but not limited to, that
manufacturer's standard product.
D. See Section 0133 00 for submittal requirements of Product Data included on City's
Standard Product List.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED1
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised March 20, 2020
0160 000178 39 - 2
DAP PRODUCT REQUIREMENTS PROJECT RECORD DOCUMENTS
Page 2 of 2
I
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
0
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
03/20/20 D.V. Magaiia Removed reference to Buzzsaw and noted that the City approved product list is
accessible through the City's website.
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised March 20, 2020
017823-1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
1 SECTION 0178 23
2 OPERATION AND MAINTENANCE DATA
3 PART 1 - 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 01 33 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 '/2 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
38
39
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised April 7, 2014
01 78 23 - 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 HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised April 7, 2014
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
1
2
3
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Page 3 of 5
5. Copy of each warranty, bond and service contract issued
a. Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
1. Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full information on products
1) Catalog number, size, composition
2) Color and texture designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for types of cleaning agents and methods
2) Cautions against cleaning agents and methods which are detrimental to
product
3) Recommended schedule for cleaning and maintenance
Content, for moisture protection and weather exposure products:
a. Manufacturer's data, giving full information on products
1) Applicable standards
2) Chemical composition
3) Details of installation
b. Instructions for inspection, maintenance and repair
D. Manual for Equipment and Systems
1. Submit 5 copies of complete manual in final form.
2. Content, for each unit of equipment and system, as appropriate:
a. Description of unit and component parts
1) Function, normal operating characteristics and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Start-up, break-in, routine and normal operating instructions
2) Regulation, control, stopping, shut -down and emergency instructions
3) Summer and winter operating instructions
4) Special operating instructions
c. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Alignment, adjusting and checking
d. Servicing and lubrication schedule
1) List of lubricants required
e. Manufacturer's printed operating and maintenance instructions
£ Description of sequence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recommended to be stocked as spare parts
g. As installed control diagrams by controls manufacturer
h. Each contractor's coordination drawings
1) As installed color coded piping diagrams
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised April 7, 2014
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
1
2
3
4
5
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8
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Page 4 of 5
i. Charts of valve tag numbers, with location and function of each valve
j. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
k. Other data as required under pertinent Sections of Specifications
3. Content, for each electric and electronic system, as appropriate:
a. Description of system and component parts
1) Function, normal operating characteristics, and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Circuit directories of panelboards
1) Electrical service
2) Controls
3) Communications
c. As installed color coded wiring diagrams
d. Operating procedures
1) Routine and normal operating instructions
2) Sequences required
3) Special operating instructions
e. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Adjustment and checking
f. Manufacturer's printed operating and maintenance instructions
g. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
h. Other data as required under pertinent Sections of Specifications
4. Prepare and include additional data when the need for such data becomes apparent
during instruction of City's personnel.
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
37
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised April 7, 2014
01 78 23 - 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
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised April 7, 2014
017839-1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
1 SECTION 0178 39
2 PROJECT RECORD DOCUMENTS
3 PART 1 - 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
1.3 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.
37
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised April 7, 2014
01 78 39 - 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".
36
37
38
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
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 HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised April 7, 2014
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DAP PROJECT RECORD DOCUMENTS
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d. Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2. Transfer of data to other Documents
a. If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the approval of the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of the City.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
DATE NAME
4/7/2014 M.Domenech
END OF SECTION
Revision Log
SUMMARY OF CHANGE
Revised for DAP Application
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104313
Revised April 7, 2014
GC-4.02 Subsurface and Physical Conditions
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HAMPTON TRACT PHASE 2
CPN:104313
GEOTECHNICAL EXPLORATION
HAMPTON TRACT (PHASE I, II AND III)
Off McCart Avenue
Fort Worth, Texas
ALPHA Report No. W220325
June 16, 2022
Prepared for:
D. R. HORTON — TEXAS, LTD. (DFW WEST DIVISION)
6751 North Freeway, Building A
Fort Worth, Texas 76131
Attention: Mr. Jonathan Thompson, PE
Prepared By:
ALPHA #XTESTING
WHERE IT ALL BEGINS
Geotechnica
ALPHA /X T E S T I N G Constrructionl Materials
Environmental
WHERE IT ALL BEGINS TBPE Firm No. 813
June 16, 2022
D.R. Horton — Texas, Ltd. (DFW West Division)
4001 Maple Avenue, Suite 600
Dallas, Texas 75219
Attention: Mr. Jonathan Thompson, PE
Re: Geotechnical Exploration
Hampton Tract (Phase I, II and III)
Off McCart Avenue
Fort Worth, Texas
ALPHA Report No. W220325
5058 Brush Creek Road Tel: 817-496-5600
Fort Worth, Texas 76119 Fax: 817-496-5608
www.alphatesting.com
Attached is the report of the geotechnical exploration performed for the project referenced above.
This study was authorized by Mr. Justin Bosworth on January 31, 2022 and performed in
accordance with ALPHA Proposal No. 87505 dated November 5, 2021.
Borings 80, 88 and 93 were excluded from this study due to the stockpiles offill restricting access.
Boring 89 was excluded due conflict with an existing electrical line location. Existing stockpiles
prohibited modification to the location of Boring 89. These borings can be drilled once the
stockpiles are removed and the locations are accessible.
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.
Recommendations for public streets will be provided in a separate report at a later date.
ALPHA TESTING, LLC 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, LLC
Karina Cohuo
Geotechnical Project Manager
KC/BJH/tla
Copies: (1-PDF) Client
/54
Brian J. Hoyt, P.E.
Regional Manager
TABLE OF CONTENTS
ALPHA REPORT NO. W220325
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 Existing Fill, Structures and Pond.......................................................................... 4
6.2 Slab -on -Grade Foundations.................................................................................... 4
6.2.1 Subgrade Improvement Using Moisture Conditioning in Zone II, lII and
IV..................................................................................................................... 6
6.2.2 Alternative to Plastic Sheeting and Subgrade Improvement in Zones II,
III
andIV..................................................................................................................... 7
6.3 Post -Tensioning Institute, Design of Post -Tensioned Slab -on -Grade .................... 7
6.4 Drainage and Other Considerations........................................................................ 7
7.0
GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES ............................. 8
7.1 Site Preparation and Grading.................................................................................. 8
7.2 Foundation Excavations........................................................................................
10
7.3 Fill Compaction....................................................................................................
10
7.4 Utilities..................................................................................................................11
7.5 Groundwater.........................................................................................................
11
8.0
LIMITATIONS.................................................................................................................12
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. W220325 11tX
1.0 PURPOSE AND SCOPE
The purpose of this geotechnical exploration is for ALPHA TESTING, LLC (ALPHA) to evaluate
for D.R. Horton -Texas, Ltd. (DFW West Division) (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. In addition, results of the Preliminary
Geotechnical Exploration performed at the site (ALHPA Report No. W212429 dated October 15,
2021) was reviewed as part of this current study.
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.
2.0 PROJECT CHARACTERISTICS
It is proposed to develop a residential subdivision (Hampton Tract) on a 116.77 acre tract of land
generally located west of McCart Avenue, between Old Cleburne Crowley Road and Dublin Ridge
Drive 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 was performed, the site generally consisted of a mostly
undeveloped tract of land with moderate to dense tree coverage in the southern portion and
northeastern corner of the site. A pond was observed in the vicinity of Boring 25. Two (2) gas
pads with associated gravel access roads were observed on the site in the vicinity of Borings 42
and 93. Existing structures were observed in the vicinity of Borings 41 and 50. We understand
the structure near Boring 50 is to be demolished. Review of historical aerial images from Google
Earth® indicates stockpiles of fill were placed on top of and to the north of the southeastern gas
pad in the vicinity of Boring 93. No information regarding previous development on the site was
provided to us.
Asper conversations with the Client, Borings 80, 88 and 93 were excluded from this study due to
the stockpiles of fill restricting access. Boring 89 was excluded due conflict with an existing
electrical line location. Existing stockpiles prohibited modification to the location of Boring 89.
These borings can be drilled once the stockpiles are removed and the locations are accessible.
1
ALPHA Report No. W220325
Lots excluded from the study, associated with these boring, are delineated on the boring Location
Plan, Figure 1, with heavy black outline.
Review of preliminary grading plans prepared by Shield Engineering Group (Sheet Nos. 36
through 40, 45 through 50, and 402 through 404) indicates the site has variable topography. Phase
I of the site generally slopes down to the southeast about 20 ft (Approx. Elev. 805 ft to 785 ft).
Phase II of the site generally slopes down to the east about 30 ft (Approx. Elev. 810 ft to 780 ft)
and Phase III of the site generally slopes down to the north and west about 13 ft (Approx. Elev.
801 ft to 788 ft). These grading plans also indicate cuts of up to 6 ft and fills of up to 8 ft will be
required to achieve final grade in the building pad areas.
Present plans provide for the construction of new residential buildings. The new structures are
expected to create light loads to be carried by the foundations. It is also anticipated the new
structures will be supported using post -tensioned slab -on -grade foundations designed for potential
seasonal movements of 4% inches or less. No below grade slabs are planned.
3.0 FIELD EXPLORATION
Subsurface conditions on the site were explored by drilling a total of 89 test borings. Forty-four
(44) test borings were drilled to a depth of about 20 ft and forty-five (45) test borings were drilled
to a depth of about 15 ft. 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-1 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 atlas maps available from the Bureau of Economic Geology, published by the
University of Texas at Austin, the project site lies within the undivided Grayson Marl and Main
Street Limestone formation. This formation generally consist of interbedded limestone and marl
(limey shale). Residual soils associated with this formation generally consist of clay soils with
moderate to very high shrink/swell potential.
ALPHA Report No. W220325
Subsurface conditions encountered in most of the borings generally consisted of clay to depths of
about 1 ft to 6 ft below the ground surface underlain by limestone extending to the 15 ft and 20 ft
termination depth of the borings. About one -fifth of the borings generally consisted of clay, shaly
clay, sandy clay, gravelly clay and/or clayey sand extending to the 15 ft and 20 ft termination
depths of the borings. Layers of limestone about 3 ft to 15 ft thick were encountered in another
one -fifth of the borings between clay layers extending from depths of about 1 ft to 16 ft below the
ground surface with test borings terminating in clay and/or shaly clay extending to the 15 ft and
20 ft terminations depths. Subsurface conditions encountered in Borings 2, 58, 81 and 82 consisted
of limestone at the surface which extended to the 15 ft and 20 ft termination depths. Boring 51
consisted of about 10 ft of limestone underlain by clay extending to the 20 ft termination depth of
the boring. Boring 11 consisted of alternating layers of clay and limestone to the 20 ft termination
depth. Existing fill was visually identified in Borings 41, 42, and 53 to depths of about 8 ft to
13 ft below ground surface. Possible fill was identified in the upper 2 ft of clay in Boring 75.
More detailed stratigraphic information is presented on the attached Log of Boring sheets.
The granular materials (clayey sand) encountered in some of the borings are considered relatively
permeable and are anticipated to have a relatively rapid response to water movement. However,
the clay, sandy clay, gravelly clay, shaly clay and limestone encountered in the borings are
considered relatively impermeable and are anticipated to have a relatively 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 subject site is
anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather
conditions, and subsurface drainage characteristics.
Free groundwater was encountered on drilling tools during drilling in Borings 53, 60, 71 and 79
at depths of about 11 ft to 12 ft below the ground surface. Groundwater was observed in these
open boreholes at depths of about 11 ft to 13 ft below the ground surface. No free groundwater
was encountered in the remaining borings. However, it is common to encounter seasonal
groundwater in fill and granular materials, from natural fractures within the clayey matrix, at the
soil/rock (limestone) interface or from fractures in the rock, particularly during or after periods of
precipitation. If more detailed groundwater information is required, monitoring wells or
piezometers can be installed.
Further information concerning subsurface materials and conditions encountered can be obtained
from the boring logs 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 building 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.
3
ALPHA Report No. W220325 11t%
6.1 Existing Fill, Structures and Pond
As discussed in Section 5.0, existing fill was visually identified in Borings 41, 42 and 53, to depths
of about 8 ft to 13 ft below ground surface. Possible fill was identified in Boring 75 to a depth of
about 2 ft below ground surface. Stockpiles of fill were also present around Borings 72, 80, 81,
88 and 93. It is not known if existing fill on the site was placed under engineering supervision
with compaction record. If compaction records for existing fill cannot be obtained, the existing
fill should be considered as uncontrolled fill. Uncontrolled fill is generally not considered suitable
for support of foundations due to the risk of under -compacted zones resulting in failures of weak
soil and/or indeterminate levels of settlement. Any existing uncontrolled fill should be removed
from the building pad area and replaced with engineered fill as recommended in Section 6.2 or
Section 7.3 as applicable. The excavated materials may be suitable for reuse as engineered fill
provided, they are free of organics, boulders, rubble, and other debris. Rubble and debris observed
on the site will require sorting and removal. The presence, lateral extent, depth and nature of
existing fill are not known. Test pits could be performed prior to construction to verify the
presence, lateral extent, depth, and nature of the existing fill materials. ALPHA would be pleased
to provide this service if desired.
As discussed in Section 2.0, a pond was observed in the vicinity of Boring 25 where residences
will be built. Ponds should be dewatered and de -mucked so that all organic, soft and unsuitable
materials are removed, and a firm native subgrade is exposed prior to backfilling.
As discussed in Section 2.0, we understand the existing structure observed near Boring 50 will be
demolished. Any soil disturbed due to removal of structures or foundations should be re -
compacted in accordance with recommendations provided in Section 6.2 or Section 7.3, as
applicable. All foundation elements of the existing structures should be removed or cut off at least
1 ft below finished grade or 1 ft below the new structural elements, whichever is deeper. All
abandoned utility lines should be either removed or positively sealed to prevent possible water
seepage into subgrade soils
6.2 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 clay, on fill
material placed as recommended in Section 7.3, on moisture improved soil placed as recommended
in Section 6.2.1 or on limestone. 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 movement occurs 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
4
ALPHA Report No. W220325
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.
TABLE A
Estimated Potential Seasonal Movements and Recommended Subgrade Improvement
ZONE ESTIMATED POTENTIAL IMPROVEMENT REQUIRED TO
MOVEMENT, INCHES REDUCE MOVEMENTS TO 4'/2 INCHES
I Up to 4'/z
No Improvement Required
II Up to about 5
4 ft Moisture Conditioning
III Up to about 7
6 ft Moisture Conditioning
IV Up to about 9
8 ft of Moisture Conditioning
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 movements estimated for slab foundations in Zone II, III and IV (see Figure 1 for
delineation of Zones) are considered outside normal design tolerances without subgrade
improvement as presented in Table A. Movement of slab foundations in Zone II, III and IV could
be reduced to not more than about 4'/2 inches if the upper 4 ft to 8 ft of on -site soils below final
grade, respectively, are improved through moisture conditioning, then covered with an
impermeable plastic barrier (polyethylene sheeting) following the recommendations provided in
Section 6.2.1.
Please note, improvement of the existing soils using moisture conditioning with plastic sheeting is
intended only for the designated building pad areas plus S ft beyond the building pad limits, and
not the entire residential lot. Accordingly, planned residences must be exclusively constructed
within the building pad designated on the referenced project grading plans. The purpose of the
plastic sheeting is to maintain the moisture of the underlying soils relatively the same from the
ALPHA Report No. W220325
time the plastic sheeting is placed through the time the foundation is placed. This plastic sheeting
is not intended as a moisture barrier component for the actual foundation. Any such requirements
should be addressed by the designer of the foundation and should be followed by the builder. Prior
to building on the improved designated building pad area, a surveyor should verify the lateral
extent of the plastic sheeting and to confirm that no portion of the new residences will extend
beyond the limits of the designated building pad. If any part of the slab footprint extends beyond
the designated building pad, ALPHA should be contacted for additional design recommendations.
6.2.1 Subgrade Improvement Using Moisture Conditioning in Zone II, III and IV
Estimated potential movements for slab foundations in Zone II, III and IV could be
reduced to about 41/2 inches by moisture -conditioning the upper 4 ft to 8 ft of on -site soils
below final grade as recommended in Table A.
Shallow limestone was encountered in several of the borings which could be encountered
during moisture conditioning in some of the lots, particularly near zone boundaries. It is
not required to over -excavate limestone if at least 3 ft of sufficiently hard limestone remains
below final grade across the entire building pad. Test pits should be performed to evaluate
the depth and nature of limestone prior to terminating moisture conditioning due to shallow
limestone. ALPHA should be retained to observe the test pits.
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). 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 II, III and IV should not exceed about 41/2 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
ALPHA Report No. W220325 11tX
6.2.2 Alternative to Plastic Sheeting and Subgrade Improvement
in Zones II, III and IV
Due to the presence of shallow limestone in some areas of the site, we expect some of the
fill material generated from site grading will consist of processed limestone and/or lean
clay and limestone mixtures.
As an alternative to moisture conditioning with plastic sheeting in Zone II, III and IV ,
potential seasonal movements could be reduced to about 41/z inches by placing at least 4 ft
to 8 ft of low PI material below final grade in Zone II, III and IV as summarized in Table
A.
Low PI material could consist of processed limestone and/or lean clay with a plasticity
index of 20 or less, placed and compacted in accordance with Section 7.3.
6.3 Post -Tensioning Institute, Design of Post -Tensioned Slab -on -Grade
Table B contains 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 Tool Kit, Inc. (GTI).
TABLE B
PTI Design Parameters Potential Seasonal Movement = 41/2 inches
in Zone I and after Improvement as discussed in Section 6.2 in Zones II , III and IV
Edge Lift Center Lift
Edge Moisture Distance (em), ft 4.3 9.0
Differential Soil Movement (ym), inches 2.2 (swell) 1.6 (Shrink)
6.4 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 and floor slab systems.
ALPHA Report No. W220325
• 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 existing or recently removed 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 in areas to be covered with at -grade slabs (including
but not limited to foundations, driveways, porches, patios, and sidewalks) should be
removed to a depth of at least 1 ft below the tree root ball. The resulting excavation should
be backfilled with engineered fill as described in Section 7.3.
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 most of the borings. We expect
limestone will be encountered during grading and general excavation at this site. From our
ALPHA Report No. W220325
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 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 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 10 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 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.
If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontals 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
9
ALPHA Report No. W220325
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. Piers should be excavated, and concrete placed the same
day.
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 are recommendations pertaining to general fill compaction. Moisture conditioned
soil should conform to the recommendations provided in Section 6.2.1.
Clayey soil 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.
Clayey soil 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 compactive 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
10
ALPHA Report No. W220325
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/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 fill/backfill 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 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 to +2
percentage points of the material's optimum moisture content. The portion of the fill/backfill
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 10 ft are still subject to settlements over
time of up to about I to 2 percent of the total fill thickness. This should be considered when
designing pavement over utility lines and/or 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.
7.5 Groundwater
Free groundwater was encountered on drilling tools during drilling in Borings 53, 60, 71 and 79
at depths of about 11 ft to 13 ft below the ground surface. However from our experience, shallower
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
11
ALPHA Report No. W220325
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 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 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.
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.
12
#t\
APPENDIX
ALPHA Report No. W220325 11t%
A-1 METHODS OF FIELD EXPLORATION
Using standard rotary drilling equipment, a total of 89 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 O.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.
A modified version of the Texas Cone Penetration (TCP) test was completed in the field to
determine the apparent in -place strength characteristics of the rock type materials. A 3-inch
diameter steel cone driven by a 170-pound hammer dropped 24 inches is the basis for TxDOT
strength correlations. In this case, ALPHA TESTING, LLC has modified the procedure by using
a 140-pound hammer dropping 30-inches for completion of the field test. 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.
ALPHA Report No. W220325 11t%
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), Atterberg-limit tests (ASTM D 4318), percent passing a No. 200 sieve (ASTM
D 1140) and dry unit weight determinations were performed on selected samples. 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 D 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 Log of Boring sheets.
5058 Brush Creek Rd. BORING NO.: 1
A L P H A TEST ING Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212429
WHERE IT ALL BEGINS www.alphatesting.com
Client:
Project:
Start Date:
Drilling Method:
0 (D
r,
5
10J
151
20
25
30
35
40
45
50
D.R. Horton - Texas, Ltd Location: Fort Worth, TX
Hampton Tract Surface Elevation:
9/7/2021 End Date: 9/7/2021 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
ZAfter Drilling (ft): DRY
7After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
oS
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ubb
#NJEST
FBrush Creek Rd.
ING Fortort Worth, Texas 76119
Phone: 817-496-5600
Fax: 817-496-5608
WHERE IT ALL BEGINS www.alphatesting.com
Client: D.R. Horton - Texas, Ltd
Project: Hampton Tract
Start Date: 9/2/2021 End Date: 9/2/2021
Drilling Method: CONTINUOUS FLIGHT AUGER
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY
5
Tan LIMESTONE with clay seams and layers
10
_ '
_15
Tan and Gray SHALY CLAY
_20
TEST BORING TERMINATED AT 20 FT
25
30
35
40
45
50
BORING NO.: 2
Sheet 1 of 1
PROJECT NO.: W212429
Location: Fort Worth, TX
Surface Elevation:
West:
North:
Hammer Drop (lbs / in): 170 / 24
o.S
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13.0
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5058 Brush Creek Rd. BORING NO.: 3
A L P H A TEST ING Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212429
WHERE IT ALL BEGINS www.alphatesting.com
Client:
Project:
Start Date:
Drilling Method:
D.R. Horton - Texas, Ltd Location: Fort Worth, TX
Hampton Tract Surface Elevation:
9/7/2021 End Date: 9/7/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
Brown CLAY with limestone fraqments
Tan LIMESTONE with clay seams and layers
5
10
_15
Gray LIMESTONE with shale seams
20
TEST BORING TERMINATED AT 20 FT
25
30
35
40
45
50
Hammer Drop (lbs / in):
170 / 24
oS
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8 0/
15.0 100/
2.0"
20.0 100/
1.5"
5058 Brush Creek Rd. BORING NO.: 4
A L P H A TEST ING Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212429
WHERE IT ALL BEGINS www.alphatesting.com
Client:
Project:
Start Date:
Drilling Method:
D.R. Horton - Texas, Ltd Location: Fort Worth, TX
Hampton Tract Surface Elevation:
9/7/2021 End Date: 9/7/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
_ Tan LIMESTONE with clay seams and layers
5
10
_15
Gray LIMESTONE with shale seams
20
TEST BORING TERMINATED AT 20 FT
25
30
35
40
45
50
Hammer Drop (lbs / in):
170 / 24
oS
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4
10/
100/
15.0 100/
0.5"
20.0 100/
0.5"
#NJEST
FBrush Creek Rd.
ING Fortort Worth, Texas 76119
Phone: 817-496-5600
Fax: 817-496-5608
WHERE IT ALL BEGINS www.alphatesting.com
Client: D.R. Horton - Texas, Ltd
Project: Hampton Tract
Start Date: 9/7/2021 End Date: 9/7/2021
Drilling Method: CONTINUOUS FLIGHT AUGER
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY with calcareous deposits
5
Brown SANDY CLAY
—10
15 j
Brown SHALY CLAY
20
TEST BORING TERMINATED AT 20 FT
25
30
35
40
45
50
BORING NO.: 5
Sheet 1 of 1
PROJECT NO.: W212429
Location: Fort Worth, TX
Surface Elevation:
West:
North:
Hammer Drop (lbs / in): 170 / 24
o.S 2
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10
33
12
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15.0 iz 32 17
20.0 4.5+ 10 74 22 52
5058 Brush Creek Rd. BORING NO.: 6
A L P H A TEST ING Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212429
WHERE IT ALL BEGINS www.alphatesting.com
Client:
Project:
Start Date:
Drilling Method:
0 (D
—5�/
—10
00,
_ J
15 /
_ J
20�
25
30
35
40
45
50
D.R. Horton - Texas, Ltd Location: Fort Worth, TX
Hampton Tract Surface Elevation:
9/2/2021 End Date: 9/2/2021 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
�70n Rods (ft): 15
ZAfter Drilling (ft): 18
7After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY
Brown CLAY
- with calcareous nodules at 8 ft
with gravel at 13 ft
Brown SHALY CLAY
1
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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17
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17
15.0 . 4.5+ 13
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5058 Brush Creek Rd. BORING NO.: 7
A L P H A TEST ING Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212429
WHERE IT ALL BEGINS www.alphatesting.com
Client:
Project:
Start Date:
Drilling Method:
0 (D
—5�/
10
15�
_ J
J
20
25
30
35
40
45
50
D.R. Horton - Texas, Ltd Location: Fort Worth, TX
Hampton Tract Surface Elevation:
9/2/2021 End Date: 9/2/2021 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
ZAfter Drilling (ft): DRY
7After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY
Brown CLAY with calcareous nodules
Brown SHALY CLAY
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
oS
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21
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4.5+
19
10.0
2.5 22 68 25 43 1.2
20.0 E 3.5 23
5058 Brush Creek Rd. BORING NO.: 8
A L P H A TEST ING Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212429
WHERE IT ALL BEGINS www.alphatesting.com
Client:
Project:
Start Date:
Drilling Method:
D.R. Horton - Texas, Ltd Location: Fort Worth, TX
Hampton Tract Surface Elevation:
9/7/2021 End Date: 9/7/2021 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
Dark Brown CLAY
_5
Brown CLAY
_
Tan LIMESTONE with clay seams and layers
10
15
20
TEST BORING TERMINATED AT 20 FT
25
30
35
40
45
50
Hammer Drop (lbs / in):
170 / 24
oS
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12
32
16
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58
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3.0"
hhh� 100/
20.0 100/
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5058 Brush Creek Rd. BORING NO.: 9
A L P H A TEST ING Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212429
WHERE IT ALL BEGINS www.alphatesting.com
Client:
Project:
Start Date:
Drilling Method:
D.R. Horton - Texas, Ltd Location: Fort Worth, TX
Hampton Tract Surface Elevation:
9/3/2021 End Date: 9/3/2021 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
After Hours (ft):
O
MATERIAL DESCRIPTION
_
Tan LIMESTONE with clay seams and layers
5
—10-
-1511
Gray LIMESTONE with shale seams
20
TEST BORING TERMINATED AT 20 FT
25
30
35
40
45
50
Hammer Drop (lbs / in):
170 / 24
oS
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1/
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10/
2100/
14.0
`
00/
2
20.0 100/
3.5"
#NJEST
FBrush Creek Rd.
ING Fortort Worth, Texas 76119
Phone: 817-496-5600
Fax: 817-496-5608
WHERE IT ALL BEGINS www.alphatesting.com
Client: D.R. Horton - Texas, Ltd
Project: Hampton Tract
Start Date: 9/3/2021 End Date: 9/3/2021
Drilling Method: CONTINUOUS FLIGHT AUGER
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY with limestone fragments
5
_ Tan CLAY with calcareous deposits
—10
_15 l
— Tan and Gray SHALY CLAY
20
TEST BORING TERMINATED AT 20 FT
25
30
35
40
45
50
BORING NO.: 10
Sheet 1 of 1
PROJECT NO.: W212429
Location: Fort Worth, TX
Surface Elevation:
West:
North:
Hammer Drop (lbs / in): 170 / 24
o.S
2
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70
18
52
4.5+
21
6.0
4.5+
16
4.5+
16
38
17
21
0.0
15.0 l>< 25 7
20.0
4.0 22
#NJEST
FBrush Creek Rd.
ING Fortort Worth, Texas 76119
Phone: 817-496-5600
Fax: 817-496-5608
WHERE IT ALL BEGINS www.alphatesting.com
Client: D.R. Horton - Texas, Ltd
Project: Hampton Tract
Start Date: 9/2/2021 End Date: 9/2/2021
Drilling Method: CONTINUOUS FLIGHT AUGER
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY with limestone fragments
_5 /
Tan WEATHERED LIMESTONE with clay seams
�/ Brown CLAY with limestone fragments
_10�
_ Brown SHALY CLAY
15
_20
TEST BORING TERMINATED AT 20 FT
25
30
35
40
45
50
BORING NO.: 11
Sheet 1 of 1
PROJECT NO.: W212429
Location: Fort Worth, TX
Surface Elevation:
West:
North:
Hammer Drop (lbs / in): 170 / 24
d o
o.S 2 E a)— _ x
o 0t6 c'� E E c o
N�
a oW oZ a00 c a� n .� 3
H a U) � aX Z- aa a
4.5+ 15
4.5+ 15 59 21 38
5.0 4.5+ 11
38 7
8.0 39 6
7 4.5+ 13
13.0
4.5+ 19 63 22 41 2.9
20.0 4.5+ 21
5058 Brush Creek Rd. BORING NO.: 12
A L P H A TEST ING Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212429
WHERE IT ALL BEGINS www.alphatesting.com
Client:
Project:
Start Date:
Drilling Method:
0 (D
r,
5
10J
151
20
25
30
35
40
45
50
D.R. Horton - Texas, Ltd Location: Fort Worth, TX
Hampton Tract Surface Elevation:
9/7/2021 End Date: 9/7/2021 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
ZAfter Drilling (ft): DRY
7After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
oS
.4
d
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a)
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x
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O
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1.0
17
57
21
36
100/
9.5"
107.5 /
0 00/
1 5/
2100/
20.0 100/
4.
5058 Brush Creek Rd. BORING NO.: 13
A L P H A TEST ING Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212429
WHERE IT ALL BEGINS www.alphatesting.com
Client:
Project:
Start Date:
Drilling Method:
0 (D
lo
_ J
5�
_ J
_10�
_ J
_15�
_ J
_20
25
30
35
40
45
50
D.R. Horton - Texas, Ltd Location: Fort Worth, TX
Hampton Tract Surface Elevation:
9/7/2021 End Date: 9/7/2021 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
�70n Rods (ft): 12
ZAfter Drilling (ft): 14
7After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY
Brown CLAY with limestone fragments
1 Brown SHALY CLAY
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
oS
.4
d
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a)
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4.5+
22
4.5+
20
4.5+
19
4.5+
20
8.0
4.5+
17
52
16
36
0.5
13.0
4.0
19
68
20
48
1.2
3.75
25
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
0 (D
20
25
30
35
40
45
50
5058 Brush Creek Rd. BORING NO.: 14
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212429
www.alphatesting.com
D.R. Horton - Texas, Ltd Location: Fort Worth, TX
Hampton Tract Surface Elevation:
9/2/2021 End Date: 9/2/2021 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
ZAfter Drilling (ft): DRY
7After Hours (ft):
MATERIAL DESCRIPTION
Brown CLAY
Tan LIMESTONE with clay seams and layers
Gray LIMESTONE with shale seams
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
o.S
d
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a)
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00
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1.0
100/
1.5"
2 p�,
101.5 /
2 5/
`
100/
16.0
6 5
20.0 100/
9.0"
#NJEST
FBrush Creek76.
ING Fortort Worth, Texasexas76119
Phone: 817-496-5600
Fax: 817-496-5608
WHERE IT ALL BEGINS www.alphatesting.com
Client: D.R. Horton - Texas, Ltd
Project: Hampton Tract
Start Date: 9/3/2021 End Date: 9/3/2021
Drilling Method: CONTINUOUS FLIGHT AUGER
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY
Tan LIMESTONE with clay seams and layers
5
10
_ Gray LIMESTONE with shale seams
15
20
TEST BORING TERMINATED AT 20 FT
25
30
35
40
45
50
BORING NO.: 15
Sheet 1 of 1
PROJECT NO.: W212429
Location: Fort Worth, TX
Surface Elevation:
West:
North:
Hammer Drop (lbs / in): 170 / 24
o.S 2
d
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a)
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-
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_
x
a
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a
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J
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(n
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Z
a
a
1.0
4.5+
5.6
91
15
54
18
36
4 0/'
77
8 0/
100/
100/
13.0
2 0/
20.0 100/
4.0"
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
o
ZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
METan CLAY with calcareous deposits
_ Tan LIMESTONE with clay seams and layers
5
10
_ Gray LIMESTONE with shale seams
15
20
TEST BORING TERMINATED AT 20 FT
25
30
35
40
45
50
BORING NO.: 16
Sheet 1 of 1
PROJECT NO.: W212429
Location: Fort Worth, TX
Surface Elevation:
West:
North:
Hammer Drop (lbs / in): 170 / 24
o.S
d
E
o
_
x
>
`o
U .:_.
E
E
o
>0
No
E0-5
o
OC
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a
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:
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pw
CT
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0
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a
m
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(3CD
Ha
Z
3:
d
4
5
4.5.5
9
38
14
24
0.9
13.0
101.0 /
20.0 100/
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.:
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/29/2022 End Date: 3/29/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
10
Gray LIMESTONE with clay seams and layers
_15
_20_
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
o
oo
.S
a
3
(nzox
CD
0
�oZCm
H3
a
a-
3
4.5+
17
1.0
10
10"
12.0
100/
4.50"
100/
1.25"
100/
1"
100/
20.0 , 0.75"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 2
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/25/2022 End Date: 3/25/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O After Hours (ft):
MATERIAL DESCRIPTION
Tan LIMESTONE with clay seams and layers
_10—
_15
20
TEST BORING TERMINATED AT 15 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
N�
>a
E�N
OC
JJo�
a
oW
0
oo
.S
3
(nzox
CD
�oZCm
a -a
100/
10.50.50'
12"
100/
1.50"
100/
15.0 L 1
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/28/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
Gray LIMESTONE with clay seams and layers
_15
_20_
TEST BORING TERMINATED AT 20 FT
5058 Brush Creek Rd. BORING NO.: 3
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/28/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
>3 Y 6Lc o w� U°C -Jo00 E N� a oW o°o .S pz J y� CD 0
3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 21 65 22 43
2.0
100/
10.25.25'
100/
2.50"
12.0
12"
100/
1.75"
100/
20.0 , 1.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/28/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
_15
Gray LIMESTONE
with clay seams and layers at 18-20
_20
TEST BORING TERMINATED AT 20 FT
5058 Brush Creek Rd. BORING NO.: 4
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/28/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
>3 Y 6Lc o w� U°C -Jo00 E N� a oW o°o .S pz J y� CD 0
3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 23 76 25 51
2.0
100/
7.50"
100/
3.75"
100/
2.50"
100/
15.0 L 1.50"
20.0 ,
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/28/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY
Tan LIMESTONE with clay seams and layers
5
10
Gray LIMESTONE with clay seams and layers
at 18'
_15_
_20_
TEST BORING TERMINATED AT 20 FT
5058 Brush Creek Rd. BORING NO.: 5
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/28/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
>3 Y 6Lc o w� U°C -Jo00 E N� a oW o°o .S pz J y� CD 0
3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 18
2.0
16"
100/
1.50"
12.0
18.0
100/
0.7575'
100/
1.50"
100/
1.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/28/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY
Tan LIMESTONE with clay seams and layers
5
10
_15
TEST BORING TERMINATED AT 15 FT
20
5058BrushCreekRd. BORING NO.: 6
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/28/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
00 3 Y E 6L N w C J J y
a oW oz a° o .S c o p�� U n .� 3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 13 52 18 34
2.0
100/
7.75"
100/
1.75"
100/
1.50"
100/
15.0 L 1.75"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 7
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/28/2022 End Date: 3/28/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous deposits
Brown CLAY with calcareous deposits
Tan LIMESTONE with clay seams and layers
5
_10_
_15
Gray LIMESTONE
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
E
E
o
2
N�
00
0o
0E
tea)
N
m�
w
C
o
J
o
J
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0
a
oW
oz
a° o
.S c
a�
p��
U
n
.� 3
(n
0cux�
o�
o a
Z
C
m
J
o
Ha
a-
4.5+ 11.0 113 18
2.0
4.5+
3.0
100/
8.75"
100/
3.25"
100/
1.75"
16.0
100/
1 „
20.0 L
11 51 23 28 2.3
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/28/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY
Tan LIMESTONE
5
10
_15
TEST BORING TERMINATED AT 15 FT
20
5058 Brush Creek Rd. BORING NO.: 8
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Location:
Fort Worth, TX
Surface Elevation:
3/28/2022
West:
GER
North:
Hammer Drop (lbs / in):
140 /
30
o.S
d
E a)
-
_
x
E
E
o
00
>
3
�' o
Y E
f
6L N
�' a� m
w
o
C J
O -o
J
y
a
oW
oz
ao o
.S c o
p��
U
n
.� 3
(n
x�
o� o a
Z
J
o
T
Ha
a-
3
19
1.0
100/
4.25"
100/
3.25"
12"
100/
15.0 L 1.25"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/25/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
j
Dark Brown CLAY with limestone fragments at
2'
Tan LIMESTONE
5
10
Gray LIMESTONE
_15
_20_
TEST BORING TERMINATED AT 20 FT
5058 Brush Creek Rd. BORING NO.: 9
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/25/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
>3 Y 6Lc o w� U°C Jo00 E N� a oW o°o .S pz J y� CD 0
3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 19 57 21 36
2.0
100/
2.50"
100/
2.25"
12.0
100/
1.50"
100/
1.25"
100/
20.0 k 1
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client: D.R. Horton - Texas, Ltd. (DFW West Di
Project: Hampton Tract
Start Date: 3/25/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
jDark Brown CLAY
Tan LIMESTONE
5
10
Gray LIMESTONE
_15
TEST BORING TERMINATED AT 15 FT
20
5058 Brush Creek Rd. BORING NO.: 10
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/25/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
00 3 Y E 6L N w C J J y
a oW oz a° o .S c o p�� U n .� 3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 20 54 21 33
2.0
100/
4.75"
100/
1.25"
6 100/
1"
13.0
100/
15.0 66 1.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 11
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/25/2022 End Date: 3/25/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
10
jDark
Brown SHALY CLAY
15
Gray LIMESTONE with clay seams and layers
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
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OC
JJo�
oW
oo
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a
3
(nzox
CD
0
�oZCm
H3
a
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3
4.5+
21
1.0
100/
10.50.50'
100/
3.25"
100/
1.50"
12.0
4.5+ 19 59 21 38
15.0
100/
20.0 , 2
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/28/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
Gray LIMESTONE
_15
TEST BORINGS TERMINATED AT 15 FT
20
5058 Brush Creek Rd. BORING NO.: 12
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/28/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a)� _ x
o U� c' E E c o
°0 a)0 3 Y 6L N w C J J y
a °W oZ 00 c o� p�� U n •2 3
U) X c ca ° .E m � a
Ha a-
Z a
4.5+ 19 59 20 39
2.0
100/
8.50"
100/
2.50"
100/
1.75"
12.0
100/
15.0 L 1
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 13
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/28/2022 End Date: 3/28/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
_10_
_15
Gray LIMESTONE
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
oS
.4
d
E
a)
�
_
x
>
o
uE
4)75
m�
&
O
-o
.2
a
OW
oZ
00
c
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(n
U)
Ofx�
o�
o a
Z
J
a
T
Ha
a-
3
4.5+
19
54
20
34
1.0
100/
13"
13"
100/
4.2525"
16.0
100/
20.0 , 1.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 14
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/25/2022 End Date: 3/25/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY
5
Tan LIMESTONE with clay seams and layers
_10_
_15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
�'
N�
>
3
�' o
Y E
f
6L
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m
w
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.S c
a�
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(n
0
x�
o�CD
o a
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C
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J
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a-
1
4.5+
7.8
100
22
78
25
53
4.5+ 21
5.0 4.5+ 22
100/
2.50"
100/
1.25"
100/
6"
15.0 6
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/25/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY
Tan LIMESTONE with clay seams and layers
_5
10
_15
Brown SHALY CLAY
_20
TEST BORING TERMINATED AT 20 FT
5058 Brush Creek Rd. BORING NO.: 15
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision)
Location:
Fort Worth, TX
Surface Elevation:
3/25/2022
West:
GER
North:
Hammer Drop (lbs /
in):
140 /
30
o.S
d
E a)
-
_
x
E
E
o
>H3
Y
E
6L
Coo cc)
w
OC
JJo00
J
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a
oW
o
oo
.S
3 (nzo
oZa-
o
Tx
a
3
4.5+
21
4.5+
21
67
23
44
0.9
4.0
100/
1.75"
100/
1"
100/
7.25"
16.0
4.5+ 20 56 21 35
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 16
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/25/2022 End Date: 3/25/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY
Tan LIMESTONE
_5
_10
_15_
TEST BORING TERMINATED AT 15 FT
20
3.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
N�
>a
E�N
OC
Jo�
J
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a
o
oo
.Sz
pw�
(n
x
o�
o a
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m
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Ha
a-
3
4.5+
28
4.5+
23
70
24
46
4.7
12"
100/
2.25"
100/
15.0 , 3.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 17
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/25/2022 End Date: 3/25/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
j
Dark Brown CLAY with calcareous deposits at
7,
5
Tan CLAY with gravel and calcareous nodules
—
j10
—
0
Light Brown and Gray SHALY CLAY
15
20
TEST BORING TERMINATED AT 20 FT
8.0
10.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
E
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o
2
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00
0o
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3
1
4.5+
21
4.5+ 24
4.5+ 8.1 107 19
4.5+ 20
4.5+ 12 31 15 16 0.0
4.5+ 26
4.5+ 26
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
5058 Brush Creek Rd. BORING NO.: 18
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Client:
D.R. Horton - Texas, Ltd. (DFW West Division)
Location:
Fort Worth, TX
Project:
Hampton Tract
Surface Elevation:
Start Date: 3/24/2022 End Date: 3/24/2022
West:
Drilling Method: CONTINUOUS FLIGHT AUGER
North:
Hammer Drop (lbs /
in):
140 /
30
GROUND WATER OBSERVATIONS
m
-o•E
2
E - a>
-
_
x
�7 0n Rods (ft): NONE
T
N
U� (.q
j
E
E
C c
ZAfter Drilling (ft): DRY
'ocw
0 o
a,
a
v
5
After_ Hours (ft):
a
@
o�
v -
- ao
o
�,
T
3
cn
o
o o
MATERIAL DESCRIPTION
jDark
Brown CLAY
—
4.5+
23
4.5+
23
_
3.0
Tan LIMESTONE with clay seams and layers
100/
5
5„
100/
12
2.75"
10
11.0
_
— i,/
Light Brown and Gray SHALY CLAY
—
4.5+
20
55
21
34
_15
15.0
TEST BORING TERMINATED AT 15 FT
20
ALPHA/NTESTING
WHERE IT ALL BEGINS
5058 Brush Creek Rd. BORING NO.: 19
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Client:
D.R. Horton - Texas, Ltd. (DFW West Division)
Location:
Fort Worth, TX
Project:
Hampton Tract
Surface Elevation:
Start Date: 3/24/2022 End Date: 3/24/2022
West:
Drilling Method: CONTINUOUS FLIGHT AUGER
North:
Hammer Drop (lbs /
in):
140 /
30
GROUND WATER OBSERVATIONS
m
-o•E
2
E - a>
-
_
x
�7On Rods (ft): NONE
T
N
U� (.q
j
E
E
C c
ZAfter Drilling (ft): DRY
'ocw
0 o
a,
a
v
5
After_ Hours (ft):
a
@
o�
v -
- ao
o
�,
T
3
cn
o
o o
MATERIAL DESCRIPTION
jDark
Brown CLAY
—
4.5+
7.7
96
25
79
27
52
4.5+
21
_
3.0
Tan LIMESTONE
00/
— 5
,
.
27575"
1 00/
— 10
—
,
4"
12.0
_
jLight
Brown SHALY CLAY
—
—
4.5+
24
15
—
4.5+
23
20�
20.0
TEST BORING TERMINATED AT 20 FT
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 20
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/24/2022 End Date: 3/24/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY
Dark Brown CLAY with calcareous nodules
_5
Tan LIMESTONE with clay seams and layers
_10_
_15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
N�
>a
E�N
OC
JJo�
a
oW
0
oo
.S
3
(nzox
CD
�oZCm
a
a-
3
1
4.5+
23
2.0
4.5+ 19 62 22 40
5.0 4.5+ 19
100/
3.25"
100/
2.25"
100/
15.0 4.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 21
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/24/2022 End Date: 3/24/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY
Tan LIMESTONE with clay seams and layers
_5
10
Gray LIMESTONE
_15
_20_
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
3
Y
E
6Lc
N�)a
OC
Jo�
J
y
oW
oo
.Sz
a
pw�
x�
o�
o a
m
J
o
(n
Ha
a-
Z
3
4.5+
20
64
23
41
1.0
100/
6.25"
12.0
100/
1.50"
100/
2.50"
100/
0.50"
100/
20.0 , 0.75"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/24/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
Gray and Brown SHALY CLAY
_15
TEST BORING TERMINATED AT 15 FT
20
5058BrushCreekRd. BORING NO.: 22
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/24/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
00 3 Y E 6L N w C J J y
a oW oz a° o .S c o p�� U n .� 3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 24 80 27 53
2.0
10
10"
100/
1.25"
100/
1.25"
11.0
4.5+ 23
15.0
A L P H
A TEST ING
5058 Brush Creek Rd.
Fort Worth, Texas 76119
Phone: 817-496-5600
BORING NO.:
23
Sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W220325
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
D.R. Horton - Texas, Ltd. (DFW West Division)
Location: Fort
Worth, TX
Project:
Hampton Tract
Surface Elevation:
Start Date:
3/24/2022 End Date:
3/24/2022
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
jDark Brown CLAY
Brown CLAY with calcareous nodules
5
— Tan CLAY with calcareous nodules and deposits
j
j10
Light Brown SHALY CLAY
15
20
TEST BORING TERMINATED AT 20 FT
4.0
6.0
10.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
3
Y
E
6Lc
N�)a
OC
JJo�
oW
oo
.SCD
a
3
(nzo
0
x
�oZCm
a
H
-a a
1
4.5+
6.9
96
24
81
26
55
4.5+ 21
4.5+ 19 67 23 44 1.5
4.5+ 15 37 18 19 0.0
4.5+ 15
4.5 22
4.5+ 25
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 24
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/24/2022 End Date: 3/24/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY
5
Brown CLAY with calcareous nodules
10
Tan CLAYEY SAND with gravel and limestone
fragments
j
— —j
15
TEST BORING TERMINATED AT 15 FT
20
.E
10.0
15.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
N�
>a
E�N
OC
Jo�
J
y
a
oW
oo
.Soza
pw�
(n
x�
o�
o a
Z
C
m
J
o
Ha
a-
3
1
4.5+
20
4.5+ 17
4.5+ 23
4.5+ 18
4.5 18
4.5+ 30 15 45 19 26
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 25
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/24/2022 End Date: 3/24/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous nodules
5
Brown CLAY with calcareous nodules
10
Light Brown CLAY with calcareous nodules and
deposits
15
Brown and Gray SHALY CLAY with limestone
fragments
20
TEST BORING TERMINATED AT 20 FT
6.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
3
Y
E
6Lc
N�)a
OC
Jo�
J
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oW
oo
.Sz
a
pw�
(n
x�
o�
o a
Z
m
J
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Ha
a-
3
1
4.5+
15
4.5+ 23 78 26 52 2.5
4.5+ 22
4.25 23
3.5 22
10.0
3.25 26 65 23 42
15.0
3.5 25
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
5058 Brush Creek Rd. BORING NO.: 26
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Project: Hampton Tract Surface Elevation:
Start Date: 3/24/2022 End Date: 3/24/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
jDark Brown CLAY with calcareous nodules
5
Brown CLAY with calcareous nodules
Light Brown CLAYEY SAND with gravel
10
j
— —j
_ 1
Tan CLAYEY SAND
15 j
TEST BORING TERMINATED AT 15 FT
20
6.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
E
E
o
2
N�
>0
No
UE
a�a)
N
mo
w
C
o
J
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0
a
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oz
a° o
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a�
p��
U
n
.� 3
(n
0cux�
o�
o a
Z
C
m
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a-
4.5+ 25
4.5+ 25
4.5+ 8.3 111 17
4.5+ 20 78 27 51 2.0
4.25 48 16 49 19 30
13.0 1
1.0 48 16 29 13 16
15.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 27
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/24/2022 End Date: 3/24/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous nodules
Tan LIMESTONE
_5
10
Light Brown CLAY
15
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
3
Y
E
6Lc
N�)a
OC
Jo�
J
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oW
oo
.Sz
a
pw�
(n
x�
o�
o a
Z
m
J
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Ha
a-
3
1
4.5+
26
3.0 4.5+ 21 78 25 53
100/
2.75"
13"
11.0
4.5+ 21 51 23 28
4.5+ 19
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
5058 Brush Creek Rd. BORING NO.: 28
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Client:
D.R. Horton - Texas, Ltd. (DFW West Division)
Location:
Fort Worth, TX
Project:
Hampton Tract
Surface Elevation:
Start Date: 3/16/2022 End Date: 3/16/2022
West:
Drilling Method: CONTINUOUS FLIGHT AUGER
North:
Hammer Drop (lbs /
in):
140 /
30
GROUND WATER OBSERVATIONS
m
-o•E
2
E - a>
-
_
x
�7 0n Rods (ft): NONE
T
N
U� (.q
j
E
E
C
c
ZAfter Drilling (ft): DRY
'ocw
0 o
a,
a
v
5
After_ Hours (ft):
a
@
o�
v -
- ao
o
�,
T
3
cn
o
o o
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous deposits
—
4.5+
20
_
2.0
Brown CLAY with calcareous deposits
—
4.5+
13
_
4.0
Brown SHALY CLAY
— 5
4.5+
14
62
20
42
4.5
—
4.5+
16
—
—
4.5+
16
10
limestone layer
—
—
4.5+
15
15
15.0
TEST BORING TERMINATED AT 15 FT
20
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 29
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/16/2022 End Date: 3/16/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous deposits
5
Tan LIMESTONE with clay seams and layers
10
%//
Reddish Brown SHALY CLAY
15
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
oW
0
oo
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a
3
(nzox
CD
�oZCm
H3
a
a-
3
1
4.5+
14
4.5+ 11 65 23 42
5.0 4.5+ 9
100/
5'
100/
2.50"
12.0
4.5+ 17
20.0
4.5+ 17
3.9
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 30
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/24/2022 End Date: 3/24/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous deposits
5
Brown CLAY with calcareous deposits
10
Tan CLAY with gravel limestone fragments
_15�
TEST BORING TERMINATED AT 15 FT
20
6.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
N�
>a
E�N
OC
Jo�
J
y
a
oW
oo
.Sz
pw�
(n
x�
o�
o a
Z
m
J
o
Ha
a-
3
1
4.5+
20
4.5+ 14 63 19 44
4.5+ 20
4.5+ 19
4.5+ 19
10.0
3.25 16
15.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/15/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous deposits
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
10
Gray LIMESTONE
_15
_20
TEST BORING TERMINATED AT 20 FT
5058 Brush Creek Rd. BORING NO.: 31
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision)
Location:
Fort Worth, TX
Surface Elevation:
3/15/2022
West:
GER
North:
Hammer Drop (lbs /
in):
140 /
30
o.S
d
E a)
-
_
x
E
E
o
00
>C1
3
00
Y E
�E
6L N
oar m�
w
o
C
O
J
-o
J
y
a
oW
oz
ao o
.S c o
p��
U
n
.� 3
(n
x�
o� o a
Z
J
o
T
Ha
a-
3
4.5+
21
67
24
43
2.0
4.5+
11
4.0
100/
6.75"
13.0
100/
0.75"
100/
4.75"
100/
20.0 , 2.75"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 32
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/16/2022 End Date: 3/16/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY
5
Brown CLAY with calcareous deposits
10
Light Brown CLAY
15
TEST BORING TERMINATED AT 15 FT
20
8.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
N�
>a
E�N
OC
JJo�
a
oW
oo
.S
3
(nzoC/)oZCm
CD
0
a
a-
-
3
4.5+ 3.6 97 24
4.5+ 19
4.5+ 19
4.5+ 18
4.5+ 17 58 19 39 2.5
13.0 1
4.5+ 12
15.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 33
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/16/2022 End Date: 3/16/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown to Brown CLAY with calcareous deposits
5
10
Tan LIMESTONE with clay seams and layers
15
Brown SHALY CLAY
_20
TEST BORING TERMINATED AT 20 FT
13.0
16.0
20.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
oW
0
oo
.S
a
3
(nzox
CD
�oZCm
H3
a
a-
3
1
4.5+
20
100/
5.50"
4.5+ 15
4.5+ 16 65 22 43
4.5+ 18
4.5+ 17
8
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 34
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/16/2022 End Date: 3/16/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous deposits
5
6.0
_
Brown CLAY with limestone fragments and calcareous
nodules
10
Reddish Brown SHALY CLAY
15
TEST BORING TERMINATED AT 15 FT
20
13.0 1
15.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
N�
>a
E�N
OC
JJo�
a
oW
0
oo
.S
3
(nzox
CD
�oZCm
a
a-
3
1
4.5+
15
4.5+ 13
4.5+ 13
4.5+ 14 67 23 44 1.7
4.5+ 16
4.5+ 22 79 26 53
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 35
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/15/2022 End Date: 3/15/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
10
Gray LIMESTONE
_15
_20_
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
oW
oo
.S
a
3
(nzox
CD
0
�oZCm
H3
a
a-
3
4.5+
8
1.0
100/
4.75"
12.0
100/
6.75"
12"
100/
3.50"
100/
20.0 , 2.75"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/15/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
_15
TEST BORING TERMINATED AT 15 FT
20
5058BrushCreekRd. BORING NO.: 36
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/15/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
00 3 Y E 6L N w C J J y
a oW oz a° o .S c o p�� U n .� 3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 23
2.0
100/
10.50.50'
100/
7.50"
100/
1.75"
100/
15.0 L 0.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 37
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/15/2022 End Date: 3/15/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous nodules
5
lrzzo
Tan LIMESTONE with clay seams and layers
10
15
—
lzzx
Brown SHALY CLAY
_20
TEST BORING TERMINATED AT 20 FT
7.0
16.0
20.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
oW
0
oo
.S
a
3
(nzox
CD
�oZCm
a
H3
a -a
1
4.5
4.5
94
24
76
25
51
4.5+ 22
4.5+ 22
4.5+ 19
48
56 9
4.5+ 20
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 38
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/15/2022 End Date: 3/15/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
jDark Brown CLAY with calcareous deposits
5
Light Brown CLAY with calcareous deposits and
ferrous staining
10
Tan CLAY with calcareous deposits and gravel
j
15 j
TEST BORING TERMINATED AT 15 FT
20
6.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
E
E
o
2
N�
>0
No
UE
a�a)
N
mo
w
C
o
J
o
J
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0
a
oW
oz
a° o
.S c
a�
p��
U
n
.� 3
(n
x�
o�
o a
Z
C
m
J
o
Ha
a-
3
1
4.5+
17
4.5+ 16
4.5+ 17
4.5+ 15 63 19 44 3.3
4.5+ 16
13.0 1
4.0 16 45 17 28
15.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 39
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/16/2022 End Date: 3/16/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
jDark Brown CLAY with limestone fragments
5
10
Tan CLAY with limestone seams and layers
j
j
_15
j
Brown SHALY CLAY
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
3
Y
E
6Lc
N�)a
OC
Jo�
J
y
oW
oo
.Sz
a
pw�
(n
x�
o�
o a
Z
m
J
o
Ha
a-
3
4.5+
20
4.5+ 21.3 122 11 53 19 34
4.5+ 13
4.5+ 12 54 18 36 2.5
4.5+ 13
10.0
73 6
16.0
20.0
4.5+ 20
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 40
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/16/2022 End Date: 3/16/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
jDark Brown to Brown CLAY with limestone fragments
5
10
— Tan CLAY with limestone seams and layers
j
j
_15 /
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
N�
>a
E�N
OC
Jo�
J
y
a
oW
oo
.Sz
pw�
(n
x�
o�
o a
Z
m
J
o
Ha
a-
3
1
4.5+
16
11.0
15.0 L
75
4.5+ 13
4.5+ 14 53 23 30 2.4
4.5+ 15
4.5+ 20
6 43 16 27
A L P H
A TEST ING
5058 Brush Creek Rd.
Fort Worth, Texas 76119
Phone: 817-496-5600
BORING NO.:
41
Sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W220325
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
D.R. Horton - Texas, Ltd. (DFW West Division)
Location: Fort
Worth, TX
Project:
Hampton Tract
Surface Elevation:
Start Date:
3/11/2022 End Date:
3/11/2022
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
Light Brown CLAY with gravel - FILL
5
10
15
20
Hammer Drop (lbs / in):
140 / 30
oS
2
d
E
a)
�
_
x
>
o
uE
4)75
m�
&
O
-o
.2
a
OW
oZ
00
c
a�
(n
U)
Ofx�
o
o a
Z
J
rl
T
H a
a-
3
5
2.5
22
4.5+ 16
45 13 39 17 22
8.0
Tan CLAY with calcareous deposits
4.25 22 71 23 48 2.1
13.0
Brown and Gray SHALY CLAY ,
4.5+ 22
TEST BORING TERMINATED AT 20 FT
20.0
4.5+ 21
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 42
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/11/2022 End Date: 3/11/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
Light Brown and Gray GRAVELLY CLAY - FILL
5
10
Brown and Gray SHALY CLAY
15
TEST BORING TERMINATED AT 15 FT
20
13.0 1
15.0
Hammer Drop (lbs / in):
140 / 30
oS
2
d
E
a)
�
_
x
>
o
u E
4) 75
m �
&
O
-o
.2
a
OW
oZ
00
c
o�
(n
U)
Ofx�
o�
o a
Z
J
o_
T
Ha
a--
3
4
6
4.5+
4.5+ 44 11 51 22 29
4.5+ 10
4.0 25 77 25 52 0.9
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 43
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/15/2022 End Date: 3/15/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY calcareous
j
Tan LIMESTONE with clay seams and layers
_5
10
Gray LIMESTONE
_15_
_20
TEST BORING TERMINATED AT 20 FT
3.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
oW
oo
.S
a
3
(nzox
CD
0
�oZCm
H3
a
a-
3
1
4.5+
16
46
22
24
100/
5"
100/
1.50"
14.0
100/
1.50"
20.0 L 100/ 100/
4.5+ 16
ALPHA/NTESTING
WHERE IT ALL BEGINS
5058 Brush Creek Rd. BORING NO.: 44
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Client:
D.R. Horton - Texas, Ltd. (DFW West Division)
Location:
Fort Worth, TX
Project:
Hampton Tract
Surface Elevation:
Start Date: 3/15/2022 End Date: 3/15/2022
West:
Drilling Method: CONTINUOUS FLIGHT AUGER
North:
Hammer Drop (lbs /
in):
140 /
30
GROUND WATER OBSERVATIONS
m
-o•E
2
E - a>
-
_
x
�7 0n Rods (ft): NONE
T
N
U� (.q
j
E
E
C
c
ZAfter Drilling (ft): DRY
'ocw
0 o
a,
a
v
After_ Hours (ft):
a
@
o�
v -
- ao
o
�,
T
3
cn
o
o o
MATERIAL DESCRIPTION
Dark Brown CLAY
—
4.5+
7.6
100
17
—
Izz
4.5+
16
74
24
50
4.7
_
4.0
Dark Brown CLAY with limestone fragments
— 5
4.5+
17
6.0
_
Tan LIMESTONE with clay seams and layers
100/
L
3.50"
100/
— 10
L
1.50"
100/
_ 15
15.0
L
0.50"
TEST BORING TERMINATED AT 15 FT
20
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 45
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/15/2022 End Date: 3/15/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous nodules
5
Brown CLAY with limestone fragments
10
Tan LIMESTONE with clay seams and layers
Brown SHALY CLAY
_20
TEST BORING TERMINATED AT 20 FT
8.0
10.0
16.0
20.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
oW
0
oo
.S
a
3
(nzox
CD
�oZCm
H3
a
a-
3
1
4.5+
17
100/
8.50"
4.5+ 17
4.5+ 17
4.5+ 19
4.5+ 20 63 21 42 3.9
4.5+ 21
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 46
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/16/2022 End Date: 3/16/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
j
Dark Brown CLAY with limestone fragments at
5'
_5
Tan LIMESTONE with clay seams and layers
_10_
—
j�o
Light Brown SHALY CLAY
15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
N�
>a
E�N
OC
JJo�
a
oW
oo
.S
3
(nzoC/)oZCm
CD
0
a
a-
-
3
4.5+ 8.9 102 17
4.5+
5.0 4.5+
100/
8.50"
13.0
15.0
100/
4.25"
4.5+
19 74 25 49 4.8
im
7
ICE
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 47
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/16/2022 End Date: 3/16/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
_10_
Light Brown SHALY CLAY with ferrous deposits
15
Gray SHALY CLAY
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
�'
N�
>C1
00
�E
oar
N
m�
w
o
C
O
J
o
J
y
a
oW
oz
ao o
.S c
a�
p��
U
5
(n
x�
o�
o a
Z
C
J
o
Ha
a-
4.5+
16
1.0
17"
k
100/
1"
175 4
2.75"
11.0
4.25 15 56 18 38
15.0
4.5+ 20
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client: D.R. Horton - Texas, Ltd. (DFW West Di
Project: Hampton Tract
Start Date: 3/14/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
jBrown CLAY with limestone fragments
Tan LIMESTONE
5
10
Light Brown SHALY CLAY
15
TEST BORING TERMINATED AT 15 FT
20
5058 Brush Creek Rd. BORING NO.: 48
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Location:
Fort Worth, TX
Surface Elevation:
3/14/2022
West:
GER
North:
Hammer Drop (lbs / in):
140 /
30
o.S
d
E a)
-
_
x
E
E
o
00
>
3
�' o
Y E
f
6L N
�' a� m
w
o
C J
O -o
J
y
a
oW
oz
ao o
.S c o
p��
U
n
.� 3
(n
x�
o� o a
Z
J
o
T
Ha
a-
3
4.5+
14
1.0
100/
6L
1"
100/
1.25"
100/
2.75"
13.0
4.5+ 13
15.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 49
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/14/2022 End Date: 3/14/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
_10_
Dark Brown SHALY CLAY
15
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
o
oo
.S
a
3
(nzox
CD
0
�oZCm
H3
a
a-
3
1.0
17
1.0
16"
100/
6.75"
100/
2.50"
11.0
4.5+ 18 64 21 43
4.5+ 17
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/14/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous nodules
Tan LIMESTONE with clay seams and layers
_5
10
Brown SHALY CLAY
_151
TEST BORING TERMINATED AT 15 FT
20
5058 Brush Creek Rd. BORING NO.: 50
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Location:
Fort Worth, TX
Surface Elevation:
3/14/2022
West:
GER
North:
Hammer Drop (lbs /
in):
140 /
30
o.S
d
E a)
-
_
x
E
E
o
00
>
3
�' o
Y E
f
6L N
�' a� m
w
o
C
O
J
-o
J
y
a
oW
oz
ao o
.S c o
p��
U
n
.� 3
(n
x�
o� o a
Z
J
o
T
Ha
a-
3
4.5+
16
65
22
43
1.0
100/
4.25"
100/
8.50"
10.0 33
4.5+ 19
15.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 51
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/23/2022 End Date: 3/23/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O After Hours (ft):
MATERIAL DESCRIPTION
Tan LIMESTONE with clay seams and layers
Brown SHALY CLAY
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
oS
.4
d
E
a)
�
_
x
>
`o
U�
E
E
o
>
o
uE
4)75
&
O
-o
.2
a
OW
oZ
00
c
a04
0—
U
n
.�
(n
U)
Ofx�
o�
o a
Z
J
a
T
Ha
a-
100/
10"
100/
2.25"
100/
10.0 3.25"
4.5+ 22
4.5+ 21
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/24/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous nodules
Tan LIMESTONE with clay seams and layers
5
10
Brown SHALY CLAY
_15
TEST BORING TERMINATED AT 15 FT
20
5058BrushCreekRd. BORING NO.: 52
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/24/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
00 3 Y E 6L N w C J J y
a oW oz a° o .S c o p�� U n .� 3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 17
2.0
100/
11"
100/
3.50"
100/
5.50"
11.0
4.5+ 20
15.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 53
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/11/2022 End Date: 3/11/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): 12
oZAfter Drilling (ft): 13
O 7After Hours (ft):
MATERIAL DESCRIPTION
Light Brown and Gray GRAVELLY CLAY with
limestone fragments and sand
5
10
_ 1
Tan GRAVELLY CLAY
15
Tan SHALY CLAY
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
oS
.4
d
E
a)
�
_
x
N�
>
o3
YuE�
�6La
N
w&
OC
-Jo
.J2
y�
a
oW
o�o
N
C)—
3
(n
U)�
o
Z
Ja
Tx
Ha
a--
3
4.5+ 7
4.5+ 9
9
4.5+ 10
13.0 1
2.0 16
15.0
3.5 23
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 54
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/16/2022 End Date: 3/16/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
_10
_15_
TEST BORING TERMINATED AT 15 FT
20
3.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
�'
N�
>
3
�' o
Y E
f
6L
�' a�
N
m
w
o
C
O
J
o
J
y
a
oW
oz
ao o
.S c
a�
p��
(n
0
x�
o�CD
o a
Z
C
m
J
o
Ha
a-
1
4.5+
7.2
102
23
74
25
49
100/
5.75"
100/
1.50"
100/
15.0 L 1
4.5+
im
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/16/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
Gray LIMESTONE
_15
_20_
TEST BORING TERMINATED AT 20 FT
5058 Brush Creek Rd. BORING NO.: 55
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/16/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
oS E a) -
_ x
o 0t6 c' E E c o
>3 Y 6Lc o w� U°C -Jo00 E N� a oW o°o .S pz J y� CD 0
3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 20
2.0
100/
4.25"
100/
3.50"
12.0
100/
1.25"
100/
0.50"
100/
20.0 66 1
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client: D.R. Horton - Texas, Ltd. (DFW West Di
Project: Hampton Tract
Start Date: 3/16/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
jDark Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layer
5
10
Gray LIMESTONE
_15
TEST BORING TERMINATED AT 15 FT
20
5058BrushCreekRd. BORING NO.: 56
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/16/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
oS E a) -
_ x
o 0t6 c' E E c o
00 3 Y E 6L N w C J J y
a oW oz a° o .S c o p�� U n .� 3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 13 57 21 36
2.0
100/
6.75"
13"
100/
1"
13.0
100/
15.0 IL 0.75"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 57
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/15/2022 End Date: 3/15/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
_10_
_15
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
oW
0
oo
.S
a
3
(nzox
CD
�oZCm
a
H3
a -a
1.0
100/
9.50"
100/
2.25"
hk100/
1"
100/
0.75"
100/
20.0 L 1.2
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 58
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/14/2022 End Date: 3/14/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O After Hours (ft):
MATERIAL DESCRIPTION
Tan LIMESTONE with clay seams and layers
_5_
10
Gray LIMESTONE
_15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
N�
Y
E�N
6Lc
OC
JJo�
a
oW
oo
.S
a
3
(nzox
CD
0
�oZCm
a
H3
a -a
16"
100/
1.75"
100/
1.75"
11.0
15.0 L 100/ 100/
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 59
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/14/2022 End Date: 3/14/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
10
jDark
Brown SHALY CLAY
15
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
oW
oo
.S
a
3
(nzox
CD
0
�oZCm
H3
a
a-
3
3.0
13
1.0
100/
4.75"
12.0
20.0
100/
7.50"
100/ 4
4.50"
4.5+ 18 69 23 46
4.5+ 18
5058 Brush Creek Rd. BORING NO.: 60
A L P H A TEST ING Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
WHERE IT ALL BEGINS www.alphatesting.com
Client:
Project:
Start Date:
Drilling Method:
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/14/2022 End Date: 3/14/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): 12
oZAfter Drilling (ft): 11
O 7After Hours (ft):
MATERIAL DESCRIPTION
jDark Brown CLAY with limestone fragments
2.0
— � Brown CLAY with limestone fragments
j
j
_5
j
6.0
Dark Brown CLAY with limestone fragments
_ 8.0
— Light Brown CLAYEY SAND with limestone fragments
and gravel
_10
T
f
-- 7
15 15.0
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
E
E
o
2
N�
>0
No
UE
0a)
N
mo
w
�
C
o
J
o
J
�
y
0
a
oW
oz
a° o
.S c
a�
p��
U
n
.� 3
(n
cu
X c
c
o 0
o a
Z
c
is
J
tl
H a
a
4.5+ 15
42
24 9 46 21 25
4.5+ 17 54 19 35 1.1
4.5+ 18 43 20 23 1.7
4.5+ 31 10
ALPHA/NTESTING
WHERE IT ALL BEGINS
5058 Brush Creek Rd. BORING NO.: 61
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Client:
D.R. Horton - Texas, Ltd. (DFW West Division)
Location:
Fort Worth, TX
Project:
Hampton Tract
Surface Elevation:
Start Date: 3/24/2022 End Date: 3/24/2022
West:
Drilling Method: CONTINUOUS FLIGHT AUGER
North:
Hammer Drop (lbs /
in):
140 /
30
GROUND WATER OBSERVATIONS
m
-o•E
2
E - a>
-
_
x
�7On Rods (ft): NONE
T
N
U� (.q
j
E
E
C
c
ZAfter Drilling (ft): DRY
'ocw
0 o
a,
a
v
5
After_ Hours (ft):
a
@
o�
v -
- ao
o
�,
T
3
cn
o
o o
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous nodules
—
4.5+
6.8
97
26
—
4.5+
18
76
25
51
3.1
— 5
—
4.5+
18
—
4.5+
18
_
8.0
Brown SHALY CLAY
—
4.5+
14
63
21
42
6.3
10
—
4.5+
19
15
4 .5+
20
20
20.0
TEST BORING TERMINATED AT 20 FT
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/22/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
_15
TEST BORING TERMINATED AT 15 FT
20
5058BrushCreekRd. BORING NO.: 62
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/22/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
00 3 Y E 6L N w C J J y
a oW oz a° o .S c o p�� U n .� 3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 15 58 21 37
2.0
77
100/
9.75"
17"
100/
15.0 L 3.75"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 63
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/22/2022 End Date: 3/22/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
—
—
Tan LIMESTONE with clay seams and layers
_5
10
Gray LIMESTONE
_15
_20_
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
3
Y
E
6Lc
N�)a
OC
Jo�
J
y
oW
oo
.Sz
a
pw�
(n
x�
o�
o a
Z
m
J
o
Ha
a-
3
4.5+
11
49
21
28
1.0
51
12.0
50/
475 .75"
100/
2.50"
100/
1.25"
100/
20.0 , 1.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/22/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
_15
TEST BORING TERMINATED AT 15 FT
20
5058BrushCreekRd. BORING NO.: 64
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/22/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
00 3 Y E 6L N w C J J y
a oW oz a° o .S c o p�� U n .� 3
cn X c ca ° .E m o T
Ha a- - Z 3
4.5+ 6.0 108 18 62 20 42
2.0
82
78
100/
10.50.50'
100/
15.0 L 101,
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client: D.R. Horton - Texas, Ltd. (DFW West Di
Project: Hampton Tract
Start Date: 3/14/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
Tan CLAY with limestone fragments
j
Tan LIMESTONE
5
10
_15
— Dark Brown SHALY CLAY
_20
TEST BORING TERMINATED AT 20 FT
5058 Brush Creek Rd. BORING NO.: 65
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/14/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
>3 Y 6Lc o w� U°C -Jo00 E N� a oW o°o .S pz J y� CD 0
3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 7 36 16 20
2.0
50/
450 .50"
12"
100/
1"
100/
1.50"
16.0
4.5+ 19 62 21 41
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 66
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/14/2022 End Date: 3/14/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous nodules
Tan LIMESTONE with clay seams and layers
Ei
10
Brown SHALY CLAY
_15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
N�
>a
E�N
OC
JJo�
a
oW
0
oo
.S
3
(nzox
CD
�oZCm
a
a-
3
1
4.5+
21
4.5+ 15 61 20 41 4.7
4.0
100/
2.25"
100/
g„
11.0
4.5+ 21
15.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 67
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/22/2022 End Date: 3/22/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
10
_15
Gray LIMESTONE
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
3
Y
E
6Lc
N�)a
OC
Jo�
J
y
oW
oo
.Sz
a
pw�
(n
x�
o�
o a
Z
m
J
o
Ha
a-
3
4.5+
16
56
19
37
1.0
55
100/
8.25"
100/
4.75"
100/
15.0 L 1.75"
100/
20.0 , 0.75"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/22/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
_15
TEST BORING TERMINATED AT 15 FT
20
5058BrushCreekRd. BORING NO.: 68
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/22/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
00 3 Y E 6L N w C J J y
a oW oz a° o .S c o p�� U n .� 3
cn X c ca ° .E m o T
Ha a- - Z 3
4.5+ 4.0 116 10
2.0
59
5.50/„
100/
2.50"
100/
15.0 L 1
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 69
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/23/2022 End Date: 3/23/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
_10_
_15
—
Brown SHALY CLAY
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
oS
.4
d
E
a)
�
_
x
a
>
OW
o
oZ
uE
00
4)75
c
m�
a�
&
O -o
.2
Ofx�
o�
o a
J
a
T (n
U)
Ha
Z
a-
1.0
4.5+
11
57
100/
4.75"
100/
2.75"
100/
2.50"
16.0
4.5 21 60 22 38
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/23/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
_15
TEST BORING TERMINATED AT 15 FT
20
5058BrushCreekRd. BORING NO.: 70
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/23/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a)� _ x
o U� c' E E c o
°0 a)0 3 Y 6L N w C J J y
a ° oZ 00 c o� p�� U n •2 3
U) X c ca ° .E m � a
Ha a-
Z a
4.5+ 16 53 20 33
2.0
83
100/
2.50"
6 100/
1"
100/
15.0 , 1.50"
5058 Brush Creek Rd. BORING NO.: 71
A L P H A TEST ING Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
WHERE IT ALL BEGINS www.alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Project: Hampton Tract Surface Elevation:
Start Date: 3/23/2022 End Date: 3/23/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
GROUND WATER OBSERVATIONS m -•E .4 _ _ x
w J 12 T> m U� �'.� E E c o
�70n Rods (ft): p 3 Y s �
s 1After Drilling (ft): 12 a oC1 o o E 5 mo �a o -o .2
n n �� OQ tl o c aN <) 3
After_ Hours (ft): @ U o — o T cn
MATERIAL DESCRIPTION
jDark Brown CLAY with limestone fragments
4.5+ 20
4.5+ 17 63 22 41 4.4
— 5 — 4.5+ 6.6 112 15
— 4.0 21
_ 8.0
Light Brown CLAY with calcareous nodules
4.25 20 62 21 41
10 10.0
Light Brown CLAYEY SAND with gravel
1
4.0 29 17
15
— 1.0 26
20 20.0
TEST BORING TERMINATED AT 20 FT
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/29/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
— AX/'x,
Light Brown SHALY CLAY
10
Brown SHALY CLAY
15
TEST BORING TERMINATED AT 15 FT
20
5058BrushCreekRd. BORING NO.: 72
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/29/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
00 3 Y E 6L N w C J J y .
a oW oz a° o .S c o p�� U n .� 3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 15
2.0
100/
7.75"
13"
8.0
4.5+ 18 55 20 35 6.1
10.0
4.5+ 17 62 23 39
15.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 73
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/29/2022 End Date: 3/29/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
j
Dark Brown CLAY
—
Tan LIMESTONE with clay seams and layers
_5
10
_15
Gray LIMESTONE
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
oW
oo
.S
a
3
(nzox
CD
0
�oZCm
H3
a
a-
3
L
100/
9
1.0
5.75"
100/
1.50"
100/
2.50"
100/
15.0 L 1
100/
20.0 , 1
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/29/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous nodules
Tan LIMESTONE with clay seams and layers
5
10
_15
TEST BORING TERMINATED AT 15 FT
20
5058BrushCreekRd. BORING NO.: 74
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/29/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
00 3 Y E 6L N w C J J y
a oW oz a° o .S c o p�� U n .� 3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 19 65 22 43
2.0
50/
550 .50"
100/
1.25"
100/
1"
100/
15.0 L 1.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 75
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/29/2022 End Date: 3/29/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O After Hours (ft):
MATERIAL DESCRIPTION
Brown GRAVELLY CLAY with limestone fragments
_101
_20
Tan LIMESTONE with clay seams and layers
Gray LIMESTONE
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
�'
N�
>
3
�' o
Y E
f
6L
�' a�
N
m
w
o
C
O
J
o
J
y
a
oW
oz
ao o
.S c
a�
p��
(n
0
x�
o�CD
o a
Z
C
m
J
o
Ha
a-
100/
100/
15
6
42
21
21
2.0
20.0 ,
100/
4"
100/
3"
100/
1.25"
100/
0.75"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 76
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/22/2022 End Date: 3/22/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY
Tan CALCAREOUS CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
_10
Gray LIMESTONE
_15_
TEST BORING TERMINATED AT 15 FT
20
2.0
3.0
12.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
N�
>a
E�N
OC
Jo�
J
y
a
oW
oo
.Soza
pw�
(n
x�
o�
o a
Z
C
m
J
o
Ha
a-
3
4.5+
12
53
19
34
4.5+
9
40
18
22
100/
11"
100/
10.50.50'
100/
15.0 L 1.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 77
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/22/2022 End Date: 3/22/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
10
Gray LIMESTONE
_15
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
3
Y
E
6Lc
N��a
OC
Jo�
J
y
oW
oo
.Soza
a
pw�
(n
x�
o�
o a
Z
C
m
J
o
Ha
a-
3
3.5
23
1.0
100/
9„
13.0
50/
450 .50"
100/
2.50"
100/
1.25"
100/
20.0 , 1.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 78
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/23/2022 End Date: 3/23/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
jDark Brown CLAY with calcareous nodules
_5
Tan LIMESTONE with clay seams and layers
10
i,/ Light Brown SHALY CLAY
15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
140 / 30
oS
2
d
E
a)
�
_
x
>
o
u E
4) 75
m �
&
O
-o
.2
a
OW
oZ
00
c
a�
(n
U)
Ofx�
o�
o a
Z
J
a
T
Ha
a--
3
4.5+ 6.2 99 23
4.5+ 19 69 23 46 5.6
5.0 4.5+ 17
50/
4.75"
100/
5"
12.0
4.5+ 17 56 19 37
15.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 79
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/23/2022 End Date: 3/23/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): 11
oZAfter Drilling (ft): 13
O 7After Hours (ft):
MATERIAL DESCRIPTION
jDark Brown CLAY with calcareous nodules
5
_ 6.0
Brown CLAY with limestone fragments and calcareous
nodules
10
Light Brown CLAY with sand and gravel
1
15
20
TEST BORING TERMINATED AT 20 FT
10.0
20.0
Hammer Drop (lbs / in):
140 / 30
oS
2
d
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a)
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_
x
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>
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Ja
Tx
Ha
a-�
3.0
4.5+
4.5+
4.5+
4.25
4.5+
HUI
28
im
20 78 27 51 5.9
M
20 60 21 39 0.8
8
IE]
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 81
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/29/2022 End Date: 3/29/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O After Hours (ft):
MATERIAL DESCRIPTION
Tan LIMESTONE with clay seams and layers
10
_15
Gray LIMESTONE
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
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OC
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0
oo
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a
3
(nzox
CD
�oZCm
a
H3
a -a
100/
4.75"
100/
2.25"
100/
1.75"
100/
0.7575"
16.0
100/
20.0 k 1
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 82
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/29/2022 End Date: 3/29/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O After Hours (ft):
MATERIAL DESCRIPTION
Tan LIMESTONE with clay seams and layers
_10—
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
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OC
JJo�
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0
oo
.S
a
3
(nzox
CD
�oZCm
a
H3
a -a
17"
20.0 ,
100/
2.50"
100/
1.75"
100/
1.25"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 83
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/29/2022 End Date: 3/29/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY
Tan LIMESTONE with clay seams and layers
_5
_10
_15_
Gray LIMESTONE
_20
TEST BORING TERMINATED AT 20 FT
3.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
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OC
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o
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.S
a
3"
CD
C/)oZCma
H3
a-
3
4.5+
24
4.5+
19
75
24
51
6.9
17"
13"
100/
15.0 L 1.50"
100/
20.0 , 1.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/22/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
After Hours (ft):
O
MATERIAL DESCRIPTION
Brown CALCAREOUS CLAY
—
—
Tan LIMESTONE with clay seams and layers
_5
10
_15
TEST BORING TERMINATED AT 15 FT
20
5058 Brush Creek Rd. BORING NO.: 84
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Location:
Fort Worth, TX
Surface Elevation:
3/22/2022
West:
GER
North:
Hammer Drop (lbs /
in):
140 /
30
o.S
d
E a)
-
_
x
E
E
o
00
>
3
�' o
Y E
f
6L N
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3
4.5+
13
48
19
29
1.0
54
5"
6
100/
6.25"
100/
15.0 L 0.75"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 85
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/22/2022 End Date: 3/22/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
—
—
Tan LIMESTONE with clay seams and layers
_5
_10_
Gray LIMESTONE
_15_
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
o
E
_
E
x
NC
Y
6Lc
N�)a
JJo�
o
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E
oo
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a
OC
3
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0
(nzox
H3
a
a-
�oZCm
3
1.0
4.5+
23
47
100/
1.25"
100/
1.50"
14.0
100/
1.75"
100/
1.1
20.0 L
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 86
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/23/2022 End Date: 3/23/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
—
—
Tan LIMESTONE with clay seams and layers
5
Gray LIMESTONE
_10_
_15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
140 / 30
oS
2
d
E
a)
�
_
x
��
>
o
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4) 75
m �
&
O
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3
4.5+
14
1.0
52
100/
5.0 L 3.25"
100/
1.25"
100/
15.0 L 1
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/23/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
_15
Gray LIMESTONE
_20
TEST BORING TERMINATED AT 20 FT
5058 Brush Creek Rd. BORING NO.: 87
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/23/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a)� _ x
o U� c' E E c o
°0 3 Y 6L N w C J J y
>C1 °°E °a� mc, ° ° -o .2
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Ha a-
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4.5+ 17 60 22 38
2.0
100/
8.50"
100/
1.50"
100/
1.25"
100/
1.75"
16.0
100/
20.0 , 1.25"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client: D.R. Horton - Texas, Ltd. (DFW West Di
Project: Hampton Tract
Start Date: 3/22/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
jDark Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
10
Gray LIMESTONE
_15
TEST BORING TERMINATED AT 15 FT
20
5058 Brush Creek Rd. BORING NO.: 90
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Location:
Fort Worth, TX
Surface Elevation:
3/22/2022
West:
GER
North:
Hammer Drop (lbs /
in):
140 /
30
o.S
d
E a)
-
_
x
E
E
o
00
>
3
�' o
Y E
f
6L N
�' a� m
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4.5+
16
51
20
31
1.0
5"
6
87
100/
2.50"
12.0
100/
15.0 L 1.2
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 91
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/23/2022 End Date: 3/23/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
_10_
Gray LIMESTONE
_15
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
oS
.4
d
E
a)
�
_
x
a
>
OW
o
oZ
uE
00
4)75
c
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Ha
Z
a-
1.0
4.5+
12
44
100/
4.75"
100/
1.75"
11.0
100/
1.25"
100/
1.1
20.0 L
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/23/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
Gray LIMESTONE
_15
TEST BORING TERMINATED AT 15 FT
20
5058 Brush Creek Rd. BORING NO.: 92
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Location:
Fort Worth, TX
Surface Elevation:
3/23/2022
West:
GER
North:
Hammer Drop (lbs / in):
140 /
30
o.S
d
E a)
-
_
x
E
E
o
00
>
3
�' o
Y E
f
6L N
�' a� m
w
o
C J
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a
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oz
ao o
.S c o
p��
U
n
.� 3
(n
x�
o� o a
Z
J
o
T
Ha
a-
3
4.5+
10
1.0
66
100/
3.25"
100/
10.0 1.75"
100/
15.0 L 1
A L P H A+ 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 (blows/ft)
®
(CH), High Plasticity CLAY
VERY LOOSE 0 TO 4
®
(CL), Low Plasticity CLAY
LOOSE 5 TO 10
MEDIUM 11 TO 30
(SC), CLAYEY SAND
DENSE 31 TO 50
VERY DENSE OVER 50
(SP), Poorly Graded SAND
(SW), Well Graded SAND
SHEAR STRENGTH OF COHESIVE SOILS (tsfl
(SM), SILTY SAND
VERY SOFT LESS THAN 0.25
SOFT 0.25 TO 0.50
IN(ML),
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
19
LIMESTONE
RELATIVE DEGREE OF PLASTICITY (PI)
®
SHALE / MARL
LOW 4 TO 15
SANDSTONE
MEDIUM 16 TO 25
HIGH 26 TO 35
o
(GP), Poorly Graded GRAVEL
VERY HIGH OVER 35
(GW), Well Graded GRAVEL
®
(GC), CLAYEY GRAVEL
RELATIVE PROPORTIONS (%)
W
(GM), SILTY GRAVEL
m(OL),
ORGANIC SILT
TRACE 1 TO 10
LITTLE 11 TO 20
SOME 21 TO 35
(OH), ORGANIC CLAY
AND 36 TO 50
15mm
1♦
S
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 3.0"
noted otherwise)
FINE GRAVEL
5.0 mm TO 3.0"
®
AUGER SAMPLE
COURSE SAND
2.0 mm TO 5.0 mm
❑
TEXAS CONE PENETRATION
MEDIUM SAND
FINE SAND
0.4 mm TO 5.0 mm
0.07 mm TO 0.4 mm
❑ROCK
CORE (2" ID except where
SILT
CLAY
0.002 mm TO 0.07 mm
LESS THAN 0.002 mm
noted otherwise)
A L P H A #NtTEST ING Geotechnical 5058 Brush Creek Road Tel: 817.496.5600
Construction Materials Fort Worth, Texas 76119 Fax: 817.496.5608
Environmental www.alphatesting.com
A Universal Engineering Sciences Company TBPELS Firm No. 813
July 18, 2022
D.R. Horton — Texas, Ltd. (DFW West Division)
6751 North Freeway, Building A
Fort Worth, Texas 76131
Attention: Mr. Jonathan Thompson, PE
Re: Pavement Recommendations
Hampton Tract
Off McCart Avenue
Fort Worth, Texas
ALPHA Report No. W220325-A
Submitted herein are the recommended pavement sections for public streets of the proposed
subdivision (Hampton Tract) on a 116.77 acre tract of land generally located west of McCart
Avenue, between Old Cleburne Crowley Road and Dublin Ridge Drive, in Fort Worth, Texas.
This study was authorized by Mr. Justin Bosworth on January 31, 2022 and performed in
accordance with ALPHA Proposal No. 87505 dated November 5, 2021. Recommendations for
foundations are issued under ALPHA Report No. W220325 dated June 16, 2022.
The purpose of this study is to develop pavement sections for public streets in the subject
subdivision in accordance with the City of Fort Worth Pavement Design Manual (January 2015).
We understand the proposed street 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, LLC (ALPHA) to
evaluate for the D.R. Horton — Texas, Ltd (DFW West Division) (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.
ALPHA Report No. W220325-A
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
on lime stabilized subgrade soil
28-day Concrete Compressive Strength (psi)
Subgrade Treatment
Application Rate (lbs per sq yd)
Reinforcing Bar No.
Reinforcing Bar Spacing (in)
6 T/2 10
3,600 3,600 3,600
6 inches Lime 8 inches Lime 8 inches Lime
30
36
36
3
3
4
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 89 test borings. Forty-four
(44) test borings were drilled to a depth of about 20 ft and forty-five (45) test borings were
drilled to a depth of about 15 ft. The approximate location of each test 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
ALPHA Report No. W220325-A
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 II)
• Lime Series (Plasticity Index vs. Lime Content)
GENERAL SUBSURFACE CONDITIONS
Based on geological atlas maps available from the Bureau of Economic Geology, published by
the University of Texas at Austin, the project site lies within the undivided Grayson Marl and
Main Street Limestone formation. This formation generally consist of interbedded limestone and
marl (limey shale). Residual soils associated with this formation generally consist of clay soils
with moderate to very high shrink/swell potential.
Subsurface conditions encountered in most of the borings generally consisted of clay to depths of
about 1 ft to 6 ft below the ground surface underlain by limestone extending to the 15 ft and 20 ft
termination depth of the borings. About one -fifth of the borings generally consisted of clay,
shaly clay, sandy clay, gravelly clay and/or clayey sand extending to the 15 ft and 20 ft
termination depths of the borings. Layers of limestone about 3 ft to 15 ft thick were encountered
in another one -fifth of the borings between clay layers extending from depths of about 1 ft to 16
ft below the ground surface with test borings terminating in clay and/or shaly clay extending to
the 15 ft and 20 ft terminations depths. Subsurface conditions encountered in Borings 2, 58, 81
and 82 consisted of limestone at the surface which extended to the 15 ft and 20 ft termination
depths. Boring 51 consisted of about 10 ft of limestone underlain by clay extending to the 20 ft
termination depth of the boring. Boring 11 consisted of alternating layers of clay and limestone
to the 20 ft termination depth. Existing fill was visually identified in Borings 41, 42, and 53 to
depths of about 8 ft to 13 ft below ground surface. Possible fill was identified in the upper 2 ft of
clay in Boring 75. More detailed stratigraphic information is presented on the attached Log of
Boring sheets.
The granular materials (clayey sand) encountered in some of the borings are considered
relatively permeable and are anticipated to have a relatively rapid response to water movement.
However, the clay, sandy clay, gravelly clay, shaly clay and limestone encountered in the borings
are considered relatively impermeable and are anticipated to have a relatively 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 subject site is
anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather
conditions, and subsurface drainage characteristics.
Free groundwater was encountered on drilling tools during drilling in Borings 53, 60, 71 and 79
at depths of about 11 ft to 12 ft below the ground surface. Groundwater was observed in these
ALPHA Report No. W220325-A
#X
open boreholes at depths of about 11 ft to 13 ft below the ground surface. No free groundwater
was encountered in the remaining borings. However, it is common to encounter seasonal
groundwater in fill and granular materials, from natural fractures within the clayey matrix, at the
soil/rock (limestone) interface or from fractures in the rock, particularly during or after periods
of precipitation. If more detailed groundwater information is required, monitoring wells or
piezometers can be installed.
Further information concerning subsurface materials and conditions encountered can be obtained
from the boring logs in the Appendix.
ENGINEERING ANALYSIS AND RECOMENDATIONS
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 Suburade Preparation
Based on review of the borings, it is expected 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 lbs
per sq yard of hydrated lime (by dry soil weight) for Residential Urban streets and 36 lbs per sq
yard for Collector and Arterial streets in conformance with TxDOT Standard Specifications Item
260. The recommended application rate for Residential -Urban streets is the minimum required
by the City of Fort Worth. The recommended application rate for Collector/Arterial streets
equates to about 6 percent based on a dry soil unit weight of 100 pcf. The results of lime series
tests performed on representative clay samples are attached (Figures 2a and 2b).
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 D 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.
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
4
ALPHA Report No. W220325-A
#X
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.
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 could experience soil -related potential seasonal movements of more than about 6
inches depending on the depth of limestone from final grade as discussed in the referenced
foundation report (ALPHA Report No. W220325).
A California Bearing Ratio (CBR) test was not performed for this specific project. Based on our
experience with similar projects, we anticipate the CBR for native subgrade material is estimated
to be between 2.0 and 3.0. Following improvement with lime, the CBR value for the lime
stabilized clayey soils is 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
ALPHA Report No. W220325-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%Z-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 ± 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 18 samples obtained from the borings were tested for soluble sulfate concentrations.
Results of the laboratory testing (TxDOT Test Method TEX-145-E Part II) are summarized in
Table B.
Sample Boring Depth,
No.
No.
ft
1
4
0-2
2
9
0-2
3
14
2-4
4
19
2-3
5
24
4-6
6
28
0-2
7
32
2-4
8
37
2-4
TABLE B
Soluble Sulfates
Material Type
Dark Brown Clay
Dark Brown Clay
Dark Brown Clay
Dark Brown Clay
Dark Brown Clay
Dark Brown Clay
Dark Brown Clay
Dark Brown Clay
Soluble Sulfate,
mg/Kg (ppm)
65
72
59
57
70
83
55
108
0
ALPHA Report No. W220325-A #X
TABLE B
Soluble Sulfates
9
44
0-2
Dark Brown Clay
60
10
49
0-2
Brown Clay
55
11
52
0-2
Dark Brown Clay
67
12
56
0-2
Dark Brown Clay
65
13
60
0-2
Dark Brown Clay
66
14
66
0-2
Dark Brown Clay
71
15
70
0-2
Brown Clay
42
16
74
0-2
Dark Brown Clay
57
17
76
0-2
Dark Brown Clay
55
18
91
0-1
Brown Clay
71
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 Grading
As discussed in Section 5.0, existing fill was visually identified in Borings 41, 42, and 53 to
depths of about 8 ft to 13 ft below ground surface. Possible fill was identified in the upper 2 ft of
clay in Boring 75. More detailed stratigraphic information is presented on the attached Log of
Boring sheets. Although not encountered in the borings, existing fill materials could also contain
organics, boulders and other debris which could be encountered during site grading and general
excavation. Test pit excavations performed prior to construction can be used to evaluate the
depth, extent and composition of existing fill at this site. ALPHA would be pleased to provide
this service if desired.
Limestone was encountered at the surface in several of the borings and will likely be
encountered during general excavation and grading at this site. From our experience, this
7
ALPHA Report No. W220325-A
#X
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 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 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 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 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 horizontals 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, especially where
utilities are planned below pavement.
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
ALPHA Report No. W220325-A
#X
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 of this report.
Clay soil 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 soil 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.
Clay 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 compactive 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 pavement, 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/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 fill/backfill
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.
9
ALPHA Report No. W220325-A
Utilities
Where utility lines 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 to +2
percentage points of the material's optimum moisture content. The portion of the fill/backfill
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 10 ft are still subject to settlements over
time of up to about I to 2 percent of the total fill thickness. This should be considered when
designing pavement over utility lines and/or 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
Free groundwater was encountered on drilling tools during drilling in Borings 53, 60, 71 and 79
at depths of about 11 ft to 13 ft below the ground surface. From our experience, shallower
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.
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 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
10
ALPHA Report No. W220325-A
#X
(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 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.
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 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.
11
ALPHA Report No. W220325-A
CLOSING
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, LLC
Karina Cohuo
Geotechnical Project Manager
GSF/tla
Copies: (1-PDF) Client
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..........................
GREGORY S. FAGAN
116518 ...
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July 18, 2022
Gregory S. Fagan, P.E.
Senior Geotechnical Engineer
Attachments: Boring Location Plan — Figure 1
Mechanical Lime Series — Figures 2a and 2b
WinPAS Analysis Results
Log of Borings
Key to Soil Symbols and Classifications
12
2
B-88 B-89P Xp* 1 "S OUT
B-87
F
ti.l IF AO O ar
J, P-16 B-93 ram. -L ri 4 T, N An
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r IMOMN T(r nor -
far
ik wow- ZmAd TIC Q E
11 DMA A TECTINIP.
ALPHA #t\
TESTING
WHERE IT ALL BEGINS
Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813
REPORT OF MECHANICAL LIME SERIES RESULTS
Project No: W220325
Date: 05/05/22
% Lime 0% 4% 6% 8% 10%
PI 45 19 15 12 10
70
65
60
55
50
45
40
a 35
30 \
25
20 \'
15 `\ titer
10
5
N
0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15%
Percent Dry Weight of Lime
FIGURE 2A
ALPHA/TESTING
WHERE IT ALL BEGINS
Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813
REPORT OF MECHANICAL LIME SERIES RESULTS
Project No: W220325 I Date: 05/05/22
% Lime 0% 4% 6% 8% 10%
PI 36 13 11 7 5
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 213
Win PAS
Pavement Thickness Design According to
1993 AASHTO Guide for Design of Pavements Structures
American Concrete Pavement Association
Rigid Design Inputs
Agency:
City of Fort Worth
Company:
Alpha Testing Inc.
Contractor:
Project Description:
Residential Pavement Analysis
Location:
Fort Worth, TX
Rigid Pavement Design/Evaluation
PCC Thickness
5.91
inches
Load Transfer, J
Design ESALs
930,000
Mod. Subgrade Reaction, k
Reliability
85.00
percent
Drainage Coefficient, Cd
Overall Deviation
0.39
Initial Serviceability
Modulus of Rupture
620
psi
Terminal Serviceability
Modulus of Elasticity
4,000,000
psi
Modulus of Subqrade Reaction (k-value) Determination
Resilient Modulus of the Subgrade 0.0 psi
Resilient Modulus of the Subbase 0.0 psi
Subbase Thickness 0.00 inches
Depth to Rigid Foundation 0.00 feet
Loss of Support Value (0,1,2,3) 0.0
Modulus of Subgrade Reaction 280.00 psi/in
3.00
280 psi/in
1.00
4.50
2.00
Thursday, April 23, 2015 1:12:04PM Engineer:
Win PAS
Pavement Thickness Design According to
1993 AASHTO Guide for Design of Pavements Structures
American Concrete Pavement Association
Rigid Design Inputs
Agency: City of Fort Worth
Company: Alpha Testing Inc.
Contractor:
Project Description: Collector Pavement Analysis
Location: Fort Worth, TX
Rigid Pavement Design/Evaluation
PCC Thickness
7.52 inches
Load Transfer, J
Design ESALs
3,000,000
Mod. Subgrade Reaction, k
Reliability
85.00 percent
Drainage Coefficient, Cd
Overall Deviation
0.39
Initial Serviceability
Modulus of Rupture
620 psi
Terminal Serviceability
Modulus of Elasticity
4,000,000 psi
Modulus of Subqrade Reaction (k-value) Determination
Resilient Modulus of the Subgrade 0.0 psi
Resilient Modulus of the Subbase 0.0 psi
Subbase Thickness 0.00 inches
Depth to Rigid Foundation 0.00 feet
Loss of Support Value (0,1,2,3) 0.0
Modulus of Subgrade Reaction 280.00 psi/in
3.00
280 psi/in
1.00
4.50
2.25
Thursday, April 23, 2015 1:11:04PM Engineer:
Win PAS
Pavement Thickness Design According to
1993 AASHTO Guide for Design of Pavements Structures
American Concrete Pavement Association
Rigid Design Inputs
Agency:
City of Fort Worth
Company:
Alpha Testing Inc.
Contractor:
Project Description:
Arterial Pavement Analysis
Location:
Fort Worth, TX
Rigid Pavement Design/Evaluation
PCC Thickness
9.87 inches
Load Transfer, J
Design ESALs
13,000,000
Mod. Subgrade Reaction, k
Reliability
85.00 percent
Drainage Coefficient, Cd
Overall Deviation
0.39
Initial Serviceability
Modulus of Rupture
620 psi
Terminal Serviceability
Modulus of Elasticity
4,000,000 psi
Modulus of Subqrade Reaction (k-value) Determination
Resilient Modulus of the Subgrade 0.0 psi
Resilient Modulus of the Subbase 0.0 psi
Subbase Thickness 0.00 inches
Depth to Rigid Foundation 0.00 feet
Loss of Support Value (0,1,2,3) 0.0
Modulus of Subgrade Reaction 280.00 psi/in
3.00
280 psi/in
1.00
4.50
2.50
Thursday, April 23, 2015 1:09:59PM Engineer:
5058 Brush Creek Rd. BORING NO.: 1
A L P H A TEST ING Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212429
WHERE IT ALL BEGINS www.alphatesting.com
Client:
Project:
Start Date:
Drilling Method:
0 (D
r,
5
10J
151
20
25
30
35
40
45
50
D.R. Horton - Texas, Ltd Location: Fort Worth, TX
Hampton Tract Surface Elevation:
9/7/2021 End Date: 9/7/2021 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
ZAfter Drilling (ft): DRY
7After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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#NJEST
FBrush Creek Rd.
ING Fortort Worth, Texas 76119
Phone: 817-496-5600
Fax: 817-496-5608
WHERE IT ALL BEGINS www.alphatesting.com
Client: D.R. Horton - Texas, Ltd
Project: Hampton Tract
Start Date: 9/2/2021 End Date: 9/2/2021
Drilling Method: CONTINUOUS FLIGHT AUGER
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY
5
Tan LIMESTONE with clay seams and layers
10
_ '
_15
Tan and Gray SHALY CLAY
_20
TEST BORING TERMINATED AT 20 FT
25
30
35
40
45
50
BORING NO.: 2
Sheet 1 of 1
PROJECT NO.: W212429
Location: Fort Worth, TX
Surface Elevation:
West:
North:
Hammer Drop (lbs / in): 170 / 24
o.S
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30
43
4.5
4.0
_ 30'
1305 /
111116. 4 0/
13.0
4.0 23 57 20 37
20.0
3.5 20
5058 Brush Creek Rd. BORING NO.: 3
A L P H A TEST ING Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212429
WHERE IT ALL BEGINS www.alphatesting.com
Client:
Project:
Start Date:
Drilling Method:
D.R. Horton - Texas, Ltd Location: Fort Worth, TX
Hampton Tract Surface Elevation:
9/7/2021 End Date: 9/7/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
Brown CLAY with limestone fraqments
Tan LIMESTONE with clay seams and layers
5
10
_15
Gray LIMESTONE with shale seams
20
TEST BORING TERMINATED AT 20 FT
25
30
35
40
45
50
Hammer Drop (lbs / in):
170 / 24
oS
2
d
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1.0
4.5+
13
60
26
34
66
8 0/
160p /
8 0/
15.0 100/
2.0"
20.0 100/
1.5"
5058 Brush Creek Rd. BORING NO.: 4
A L P H A TEST ING Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212429
WHERE IT ALL BEGINS www.alphatesting.com
Client:
Project:
Start Date:
Drilling Method:
D.R. Horton - Texas, Ltd Location: Fort Worth, TX
Hampton Tract Surface Elevation:
9/7/2021 End Date: 9/7/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
_ Tan LIMESTONE with clay seams and layers
5
10
_15
Gray LIMESTONE with shale seams
20
TEST BORING TERMINATED AT 20 FT
25
30
35
40
45
50
Hammer Drop (lbs / in):
170 / 24
oS
2
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15
60
24
36
3.0
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7
57
4
10/
100/
15.0 100/
0.5"
20.0 100/
0.5"
#NJEST
FBrush Creek Rd.
ING Fortort Worth, Texas 76119
Phone: 817-496-5600
Fax: 817-496-5608
WHERE IT ALL BEGINS www.alphatesting.com
Client: D.R. Horton - Texas, Ltd
Project: Hampton Tract
Start Date: 9/7/2021 End Date: 9/7/2021
Drilling Method: CONTINUOUS FLIGHT AUGER
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY with calcareous deposits
5
Brown SANDY CLAY
—10
15 j
Brown SHALY CLAY
20
TEST BORING TERMINATED AT 20 FT
25
30
35
40
45
50
BORING NO.: 5
Sheet 1 of 1
PROJECT NO.: W212429
Location: Fort Worth, TX
Surface Elevation:
West:
North:
Hammer Drop (lbs / in): 170 / 24
o.S 2
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4.5+
14
4.5+
12
4.5+
13
62
20
42
4.0
4.5
16
7.0
17
65
10
33
12
21
15.0 iz 32 17
20.0 4.5+ 10 74 22 52
5058 Brush Creek Rd. BORING NO.: 6
A L P H A TEST ING Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212429
WHERE IT ALL BEGINS www.alphatesting.com
Client:
Project:
Start Date:
Drilling Method:
0 (D
—5�/
—10
00,
_ J
15 /
_ J
20�
25
30
35
40
45
50
D.R. Horton - Texas, Ltd Location: Fort Worth, TX
Hampton Tract Surface Elevation:
9/2/2021 End Date: 9/2/2021 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
�70n Rods (ft): 15
ZAfter Drilling (ft): 18
7After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY
Brown CLAY
- with calcareous nodules at 8 ft
with gravel at 13 ft
Brown SHALY CLAY
1
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
oS
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4.5+
21
4.0
4.5+
18
64
20
44
3.6
4.5+
17
4.0
17
15.0 . 4.5+ 13
20.0
3.5 24
5058 Brush Creek Rd. BORING NO.: 7
A L P H A TEST ING Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212429
WHERE IT ALL BEGINS www.alphatesting.com
Client:
Project:
Start Date:
Drilling Method:
0 (D
—5�/
10
15�
_ J
J
20
25
30
35
40
45
50
D.R. Horton - Texas, Ltd Location: Fort Worth, TX
Hampton Tract Surface Elevation:
9/2/2021 End Date: 9/2/2021 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
ZAfter Drilling (ft): DRY
7After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY
Brown CLAY with calcareous nodules
Brown SHALY CLAY
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
oS
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4.5+
15
4.5+
19
63
22
41
4.0
4.5
21
4.0
25
4.5+
19
10.0
2.5 22 68 25 43 1.2
20.0 E 3.5 23
5058 Brush Creek Rd. BORING NO.: 8
A L P H A TEST ING Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212429
WHERE IT ALL BEGINS www.alphatesting.com
Client:
Project:
Start Date:
Drilling Method:
D.R. Horton - Texas, Ltd Location: Fort Worth, TX
Hampton Tract Surface Elevation:
9/7/2021 End Date: 9/7/2021 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
Dark Brown CLAY
_5
Brown CLAY
_
Tan LIMESTONE with clay seams and layers
10
15
20
TEST BORING TERMINATED AT 20 FT
25
30
35
40
45
50
Hammer Drop (lbs / in):
170 / 24
oS
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4.5+
19.5
108
20
72
25
47
4.0
3.75
12
32
16
16
0.0
6.0
58
100/
T&
3.0"
hhh� 100/
20.0 100/
i
5058 Brush Creek Rd. BORING NO.: 9
A L P H A TEST ING Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212429
WHERE IT ALL BEGINS www.alphatesting.com
Client:
Project:
Start Date:
Drilling Method:
D.R. Horton - Texas, Ltd Location: Fort Worth, TX
Hampton Tract Surface Elevation:
9/3/2021 End Date: 9/3/2021 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
After Hours (ft):
O
MATERIAL DESCRIPTION
_
Tan LIMESTONE with clay seams and layers
5
—10-
-1511
Gray LIMESTONE with shale seams
20
TEST BORING TERMINATED AT 20 FT
25
30
35
40
45
50
Hammer Drop (lbs / in):
170 / 24
oS
2
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1/
4 00/'
10/
2100/
14.0
`
00/
2
20.0 100/
3.5"
#NJEST
FBrush Creek Rd.
ING Fortort Worth, Texas 76119
Phone: 817-496-5600
Fax: 817-496-5608
WHERE IT ALL BEGINS www.alphatesting.com
Client: D.R. Horton - Texas, Ltd
Project: Hampton Tract
Start Date: 9/3/2021 End Date: 9/3/2021
Drilling Method: CONTINUOUS FLIGHT AUGER
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY with limestone fragments
5
_ Tan CLAY with calcareous deposits
—10
_15 l
— Tan and Gray SHALY CLAY
20
TEST BORING TERMINATED AT 20 FT
25
30
35
40
45
50
BORING NO.: 10
Sheet 1 of 1
PROJECT NO.: W212429
Location: Fort Worth, TX
Surface Elevation:
West:
North:
Hammer Drop (lbs / in): 170 / 24
o.S
2
d
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6
4.5+
19
70
18
52
4.5+
21
6.0
4.5+
16
4.5+
16
38
17
21
0.0
15.0 l>< 25 7
20.0
4.0 22
#NJEST
FBrush Creek Rd.
ING Fortort Worth, Texas 76119
Phone: 817-496-5600
Fax: 817-496-5608
WHERE IT ALL BEGINS www.alphatesting.com
Client: D.R. Horton - Texas, Ltd
Project: Hampton Tract
Start Date: 9/2/2021 End Date: 9/2/2021
Drilling Method: CONTINUOUS FLIGHT AUGER
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY with limestone fragments
_5 /
Tan WEATHERED LIMESTONE with clay seams
�/ Brown CLAY with limestone fragments
_10�
_ Brown SHALY CLAY
15
_20
TEST BORING TERMINATED AT 20 FT
25
30
35
40
45
50
BORING NO.: 11
Sheet 1 of 1
PROJECT NO.: W212429
Location: Fort Worth, TX
Surface Elevation:
West:
North:
Hammer Drop (lbs / in): 170 / 24
d o
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4.5+ 15
4.5+ 15 59 21 38
5.0 4.5+ 11
38 7
8.0 39 6
7 4.5+ 13
13.0
4.5+ 19 63 22 41 2.9
20.0 4.5+ 21
5058 Brush Creek Rd. BORING NO.: 12
A L P H A TEST ING Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212429
WHERE IT ALL BEGINS www.alphatesting.com
Client:
Project:
Start Date:
Drilling Method:
0 (D
r,
5
10J
151
20
25
30
35
40
45
50
D.R. Horton - Texas, Ltd Location: Fort Worth, TX
Hampton Tract Surface Elevation:
9/7/2021 End Date: 9/7/2021 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
ZAfter Drilling (ft): DRY
7After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
oS
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d
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17
57
21
36
100/
9.5"
107.5 /
0 00/
1 5/
2100/
20.0 100/
4.
5058 Brush Creek Rd. BORING NO.: 13
A L P H A TEST ING Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212429
WHERE IT ALL BEGINS www.alphatesting.com
Client:
Project:
Start Date:
Drilling Method:
0 (D
lo
_ J
5�
_ J
_10�
_ J
_15�
_ J
_20
25
30
35
40
45
50
D.R. Horton - Texas, Ltd Location: Fort Worth, TX
Hampton Tract Surface Elevation:
9/7/2021 End Date: 9/7/2021 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
�70n Rods (ft): 12
ZAfter Drilling (ft): 14
7After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY
Brown CLAY with limestone fragments
1 Brown SHALY CLAY
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
oS
.4
d
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a)
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_
x
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5
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4.5+
22
4.5+
20
4.5+
19
4.5+
20
8.0
4.5+
17
52
16
36
0.5
13.0
4.0
19
68
20
48
1.2
3.75
25
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
0 (D
20
25
30
35
40
45
50
5058 Brush Creek Rd. BORING NO.: 14
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212429
www.alphatesting.com
D.R. Horton - Texas, Ltd Location: Fort Worth, TX
Hampton Tract Surface Elevation:
9/2/2021 End Date: 9/2/2021 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
ZAfter Drilling (ft): DRY
7After Hours (ft):
MATERIAL DESCRIPTION
Brown CLAY
Tan LIMESTONE with clay seams and layers
Gray LIMESTONE with shale seams
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
o.S
d
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a)
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x
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1.0
100/
1.5"
2 p�,
101.5 /
2 5/
`
100/
16.0
6 5
20.0 100/
9.0"
#NJEST
FBrush Creek76.
ING Fortort Worth, Texasexas76119
Phone: 817-496-5600
Fax: 817-496-5608
WHERE IT ALL BEGINS www.alphatesting.com
Client: D.R. Horton - Texas, Ltd
Project: Hampton Tract
Start Date: 9/3/2021 End Date: 9/3/2021
Drilling Method: CONTINUOUS FLIGHT AUGER
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY
Tan LIMESTONE with clay seams and layers
5
10
_ Gray LIMESTONE with shale seams
15
20
TEST BORING TERMINATED AT 20 FT
25
30
35
40
45
50
BORING NO.: 15
Sheet 1 of 1
PROJECT NO.: W212429
Location: Fort Worth, TX
Surface Elevation:
West:
North:
Hammer Drop (lbs / in): 170 / 24
o.S 2
d
E
a)
��
-
o
_
x
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>
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o u E
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a
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J
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(n
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a
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1.0
4.5+
5.6
91
15
54
18
36
4 0/'
77
8 0/
100/
100/
13.0
2 0/
20.0 100/
4.0"
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
o
ZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
METan CLAY with calcareous deposits
_ Tan LIMESTONE with clay seams and layers
5
10
_ Gray LIMESTONE with shale seams
15
20
TEST BORING TERMINATED AT 20 FT
25
30
35
40
45
50
BORING NO.: 16
Sheet 1 of 1
PROJECT NO.: W212429
Location: Fort Worth, TX
Surface Elevation:
West:
North:
Hammer Drop (lbs / in): 170 / 24
o.S
d
E
o
_
x
>
`o
U .:_.
E
E
o
>0
No
E0-5
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0
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a
m
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Ha
Z
3:
d
4
5
4.5.5
9
38
14
24
0.9
13.0
101.0 /
20.0 100/
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.:
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/29/2022 End Date: 3/29/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
10
Gray LIMESTONE with clay seams and layers
_15
_20_
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
o
oo
.S
a
3
(nzox
CD
0
�oZCm
H3
a
a-
3
4.5+
17
1.0
10
10"
12.0
100/
4.50"
100/
1.25"
100/
1"
100/
20.0 , 0.75"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 2
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/25/2022 End Date: 3/25/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O After Hours (ft):
MATERIAL DESCRIPTION
Tan LIMESTONE with clay seams and layers
_10—
_15
20
TEST BORING TERMINATED AT 15 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
N�
>a
E�N
OC
JJo�
a
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0
oo
.S
3
(nzox
CD
�oZCm
a -a
100/
10.50.50'
12"
100/
1.50"
100/
15.0 L 1
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/28/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
Gray LIMESTONE with clay seams and layers
_15
_20_
TEST BORING TERMINATED AT 20 FT
5058 Brush Creek Rd. BORING NO.: 3
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/28/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
>3 Y 6Lc o w� U°C -Jo00 E N� a oW o°o .S pz J y� CD 0
3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 21 65 22 43
2.0
100/
10.25.25'
100/
2.50"
12.0
12"
100/
1.75"
100/
20.0 , 1.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/28/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
_15
Gray LIMESTONE
with clay seams and layers at 18-20
_20
TEST BORING TERMINATED AT 20 FT
5058 Brush Creek Rd. BORING NO.: 4
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/28/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
>3 Y 6Lc o w� U°C -Jo00 E N� a oW o°o .S pz J y� CD 0
3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 23 76 25 51
2.0
100/
7.50"
100/
3.75"
100/
2.50"
100/
15.0 L 1.50"
20.0 ,
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/28/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY
Tan LIMESTONE with clay seams and layers
5
10
Gray LIMESTONE with clay seams and layers
at 18'
_15_
_20_
TEST BORING TERMINATED AT 20 FT
5058 Brush Creek Rd. BORING NO.: 5
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/28/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
>3 Y 6Lc o w� U°C -Jo00 E N� a oW o°o .S pz J y� CD 0
3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 18
2.0
16"
100/
1.50"
12.0
18.0
100/
0.7575'
100/
1.50"
100/
1.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/28/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY
Tan LIMESTONE with clay seams and layers
5
10
_15
TEST BORING TERMINATED AT 15 FT
20
5058BrushCreekRd. BORING NO.: 6
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/28/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
00 3 Y E 6L N w C J J y
a oW oz a° o .S c o p�� U n .� 3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 13 52 18 34
2.0
100/
7.75"
100/
1.75"
100/
1.50"
100/
15.0 L 1.75"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 7
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/28/2022 End Date: 3/28/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous deposits
Brown CLAY with calcareous deposits
Tan LIMESTONE with clay seams and layers
5
_10_
_15
Gray LIMESTONE
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
E
E
o
2
N�
00
0o
0E
tea)
N
m�
w
C
o
J
o
J
y
0
a
oW
oz
a° o
.S c
a�
p��
U
n
.� 3
(n
0cux�
o�
o a
Z
C
m
J
o
Ha
a-
4.5+ 11.0 113 18
2.0
4.5+
3.0
100/
8.75"
100/
3.25"
100/
1.75"
16.0
100/
1 „
20.0 L
11 51 23 28 2.3
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/28/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY
Tan LIMESTONE
5
10
_15
TEST BORING TERMINATED AT 15 FT
20
5058 Brush Creek Rd. BORING NO.: 8
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Location:
Fort Worth, TX
Surface Elevation:
3/28/2022
West:
GER
North:
Hammer Drop (lbs / in):
140 /
30
o.S
d
E a)
-
_
x
E
E
o
00
>
3
�' o
Y E
f
6L N
�' a� m
w
o
C J
O -o
J
y
a
oW
oz
ao o
.S c o
p��
U
n
.� 3
(n
x�
o� o a
Z
J
o
T
Ha
a-
3
19
1.0
100/
4.25"
100/
3.25"
12"
100/
15.0 L 1.25"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/25/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
j
Dark Brown CLAY with limestone fragments at
2'
Tan LIMESTONE
5
10
Gray LIMESTONE
_15
_20_
TEST BORING TERMINATED AT 20 FT
5058 Brush Creek Rd. BORING NO.: 9
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/25/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
>3 Y 6Lc o w� U°C Jo00 E N� a oW o°o .S pz J y� CD 0
3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 19 57 21 36
2.0
100/
2.50"
100/
2.25"
12.0
100/
1.50"
100/
1.25"
100/
20.0 k 1
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client: D.R. Horton - Texas, Ltd. (DFW West Di
Project: Hampton Tract
Start Date: 3/25/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
jDark Brown CLAY
Tan LIMESTONE
5
10
Gray LIMESTONE
_15
TEST BORING TERMINATED AT 15 FT
20
5058 Brush Creek Rd. BORING NO.: 10
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/25/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
00 3 Y E 6L N w C J J y
a oW oz a° o .S c o p�� U n .� 3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 20 54 21 33
2.0
100/
4.75"
100/
1.25"
6 100/
1"
13.0
100/
15.0 66 1.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 11
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/25/2022 End Date: 3/25/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
10
jDark
Brown SHALY CLAY
15
Gray LIMESTONE with clay seams and layers
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
oW
oo
.S
a
3
(nzox
CD
0
�oZCm
H3
a
a-
3
4.5+
21
1.0
100/
10.50.50'
100/
3.25"
100/
1.50"
12.0
4.5+ 19 59 21 38
15.0
100/
20.0 , 2
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/28/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
Gray LIMESTONE
_15
TEST BORINGS TERMINATED AT 15 FT
20
5058 Brush Creek Rd. BORING NO.: 12
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/28/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a)� _ x
o U� c' E E c o
°0 a)0 3 Y 6L N w C J J y
a °W oZ 00 c o� p�� U n •2 3
U) X c ca ° .E m � a
Ha a-
Z a
4.5+ 19 59 20 39
2.0
100/
8.50"
100/
2.50"
100/
1.75"
12.0
100/
15.0 L 1
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 13
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/28/2022 End Date: 3/28/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
_10_
_15
Gray LIMESTONE
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
oS
.4
d
E
a)
�
_
x
>
o
uE
4)75
m�
&
O
-o
.2
a
OW
oZ
00
c
a�
(n
U)
Ofx�
o�
o a
Z
J
a
T
Ha
a-
3
4.5+
19
54
20
34
1.0
100/
13"
13"
100/
4.2525"
16.0
100/
20.0 , 1.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 14
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/25/2022 End Date: 3/25/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY
5
Tan LIMESTONE with clay seams and layers
_10_
_15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
�'
N�
>
3
�' o
Y E
f
6L
�' a�
N
m
w
o
C
O
J
o
J
y
a
oW
oz
ao o
.S c
a�
p��
(n
0
x�
o�CD
o a
Z
C
m
J
o
Ha
a-
1
4.5+
7.8
100
22
78
25
53
4.5+ 21
5.0 4.5+ 22
100/
2.50"
100/
1.25"
100/
6"
15.0 6
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/25/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY
Tan LIMESTONE with clay seams and layers
_5
10
_15
Brown SHALY CLAY
_20
TEST BORING TERMINATED AT 20 FT
5058 Brush Creek Rd. BORING NO.: 15
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision)
Location:
Fort Worth, TX
Surface Elevation:
3/25/2022
West:
GER
North:
Hammer Drop (lbs /
in):
140 /
30
o.S
d
E a)
-
_
x
E
E
o
>H3
Y
E
6L
Coo cc)
w
OC
JJo00
J
"
a
oW
o
oo
.S
3 (nzo
oZa-
o
Tx
a
3
4.5+
21
4.5+
21
67
23
44
0.9
4.0
100/
1.75"
100/
1"
100/
7.25"
16.0
4.5+ 20 56 21 35
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 16
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/25/2022 End Date: 3/25/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY
Tan LIMESTONE
_5
_10
_15_
TEST BORING TERMINATED AT 15 FT
20
3.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
N�
>a
E�N
OC
Jo�
J
y
"
a
o
oo
.Sz
pw�
(n
x
o�
o a
Z
m
J
o
Ha
a-
3
4.5+
28
4.5+
23
70
24
46
4.7
12"
100/
2.25"
100/
15.0 , 3.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 17
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/25/2022 End Date: 3/25/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
j
Dark Brown CLAY with calcareous deposits at
7,
5
Tan CLAY with gravel and calcareous nodules
—
j10
—
0
Light Brown and Gray SHALY CLAY
15
20
TEST BORING TERMINATED AT 20 FT
8.0
10.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
E
E
o
2
N�
00
0o
0E
tea)
N
m�
w
C
o
J
o
J
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0
a
oW
oz
a° o
.S c
a�
p��
U
n
.� 3
(n
x�
o�
o a
Z
C
m
J
o
Ha
a-
3
1
4.5+
21
4.5+ 24
4.5+ 8.1 107 19
4.5+ 20
4.5+ 12 31 15 16 0.0
4.5+ 26
4.5+ 26
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
5058 Brush Creek Rd. BORING NO.: 18
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Client:
D.R. Horton - Texas, Ltd. (DFW West Division)
Location:
Fort Worth, TX
Project:
Hampton Tract
Surface Elevation:
Start Date: 3/24/2022 End Date: 3/24/2022
West:
Drilling Method: CONTINUOUS FLIGHT AUGER
North:
Hammer Drop (lbs /
in):
140 /
30
GROUND WATER OBSERVATIONS
m
-o•E
2
E - a>
-
_
x
�7 0n Rods (ft): NONE
T
N
U� (.q
j
E
E
C c
ZAfter Drilling (ft): DRY
'ocw
0 o
a,
a
v
5
After_ Hours (ft):
a
@
o�
v -
- ao
o
�,
T
3
cn
o
o o
MATERIAL DESCRIPTION
jDark
Brown CLAY
—
4.5+
23
4.5+
23
_
3.0
Tan LIMESTONE with clay seams and layers
100/
5
5„
100/
12
2.75"
10
11.0
_
— i,/
Light Brown and Gray SHALY CLAY
—
4.5+
20
55
21
34
_15
15.0
TEST BORING TERMINATED AT 15 FT
20
ALPHA/NTESTING
WHERE IT ALL BEGINS
5058 Brush Creek Rd. BORING NO.: 19
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Client:
D.R. Horton - Texas, Ltd. (DFW West Division)
Location:
Fort Worth, TX
Project:
Hampton Tract
Surface Elevation:
Start Date: 3/24/2022 End Date: 3/24/2022
West:
Drilling Method: CONTINUOUS FLIGHT AUGER
North:
Hammer Drop (lbs /
in):
140 /
30
GROUND WATER OBSERVATIONS
m
-o•E
2
E - a>
-
_
x
�7On Rods (ft): NONE
T
N
U� (.q
j
E
E
C c
ZAfter Drilling (ft): DRY
'ocw
0 o
a,
a
v
5
After_ Hours (ft):
a
@
o�
v -
- ao
o
�,
T
3
cn
o
o o
MATERIAL DESCRIPTION
jDark
Brown CLAY
—
4.5+
7.7
96
25
79
27
52
4.5+
21
_
3.0
Tan LIMESTONE
00/
— 5
,
.
27575"
1 00/
— 10
—
,
4"
12.0
_
jLight
Brown SHALY CLAY
—
—
4.5+
24
15
—
4.5+
23
20�
20.0
TEST BORING TERMINATED AT 20 FT
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 20
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/24/2022 End Date: 3/24/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY
Dark Brown CLAY with calcareous nodules
_5
Tan LIMESTONE with clay seams and layers
_10_
_15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
N�
>a
E�N
OC
JJo�
a
oW
0
oo
.S
3
(nzox
CD
�oZCm
a
a-
3
1
4.5+
23
2.0
4.5+ 19 62 22 40
5.0 4.5+ 19
100/
3.25"
100/
2.25"
100/
15.0 4.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 21
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/24/2022 End Date: 3/24/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY
Tan LIMESTONE with clay seams and layers
_5
10
Gray LIMESTONE
_15
_20_
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
3
Y
E
6Lc
N�)a
OC
Jo�
J
y
oW
oo
.Sz
a
pw�
x�
o�
o a
m
J
o
(n
Ha
a-
Z
3
4.5+
20
64
23
41
1.0
100/
6.25"
12.0
100/
1.50"
100/
2.50"
100/
0.50"
100/
20.0 , 0.75"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/24/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
Gray and Brown SHALY CLAY
_15
TEST BORING TERMINATED AT 15 FT
20
5058BrushCreekRd. BORING NO.: 22
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/24/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
00 3 Y E 6L N w C J J y
a oW oz a° o .S c o p�� U n .� 3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 24 80 27 53
2.0
10
10"
100/
1.25"
100/
1.25"
11.0
4.5+ 23
15.0
A L P H
A TEST ING
5058 Brush Creek Rd.
Fort Worth, Texas 76119
Phone: 817-496-5600
BORING NO.:
23
Sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W220325
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
D.R. Horton - Texas, Ltd. (DFW West Division)
Location: Fort
Worth, TX
Project:
Hampton Tract
Surface Elevation:
Start Date:
3/24/2022 End Date:
3/24/2022
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
jDark Brown CLAY
Brown CLAY with calcareous nodules
5
— Tan CLAY with calcareous nodules and deposits
j
j10
Light Brown SHALY CLAY
15
20
TEST BORING TERMINATED AT 20 FT
4.0
6.0
10.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
3
Y
E
6Lc
N�)a
OC
JJo�
oW
oo
.SCD
a
3
(nzo
0
x
�oZCm
a
H
-a a
1
4.5+
6.9
96
24
81
26
55
4.5+ 21
4.5+ 19 67 23 44 1.5
4.5+ 15 37 18 19 0.0
4.5+ 15
4.5 22
4.5+ 25
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 24
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/24/2022 End Date: 3/24/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY
5
Brown CLAY with calcareous nodules
10
Tan CLAYEY SAND with gravel and limestone
fragments
j
— —j
15
TEST BORING TERMINATED AT 15 FT
20
.E
10.0
15.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
N�
>a
E�N
OC
Jo�
J
y
a
oW
oo
.Soza
pw�
(n
x�
o�
o a
Z
C
m
J
o
Ha
a-
3
1
4.5+
20
4.5+ 17
4.5+ 23
4.5+ 18
4.5 18
4.5+ 30 15 45 19 26
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 25
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/24/2022 End Date: 3/24/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous nodules
5
Brown CLAY with calcareous nodules
10
Light Brown CLAY with calcareous nodules and
deposits
15
Brown and Gray SHALY CLAY with limestone
fragments
20
TEST BORING TERMINATED AT 20 FT
6.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
3
Y
E
6Lc
N�)a
OC
Jo�
J
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oW
oo
.Sz
a
pw�
(n
x�
o�
o a
Z
m
J
o
Ha
a-
3
1
4.5+
15
4.5+ 23 78 26 52 2.5
4.5+ 22
4.25 23
3.5 22
10.0
3.25 26 65 23 42
15.0
3.5 25
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
5058 Brush Creek Rd. BORING NO.: 26
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Project: Hampton Tract Surface Elevation:
Start Date: 3/24/2022 End Date: 3/24/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
jDark Brown CLAY with calcareous nodules
5
Brown CLAY with calcareous nodules
Light Brown CLAYEY SAND with gravel
10
j
— —j
_ 1
Tan CLAYEY SAND
15 j
TEST BORING TERMINATED AT 15 FT
20
6.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
E
E
o
2
N�
>0
No
UE
a�a)
N
mo
w
C
o
J
o
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0
a
oW
oz
a° o
.S c
a�
p��
U
n
.� 3
(n
0cux�
o�
o a
Z
C
m
J
o
Ha
a-
4.5+ 25
4.5+ 25
4.5+ 8.3 111 17
4.5+ 20 78 27 51 2.0
4.25 48 16 49 19 30
13.0 1
1.0 48 16 29 13 16
15.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 27
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/24/2022 End Date: 3/24/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous nodules
Tan LIMESTONE
_5
10
Light Brown CLAY
15
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
3
Y
E
6Lc
N�)a
OC
Jo�
J
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oW
oo
.Sz
a
pw�
(n
x�
o�
o a
Z
m
J
o
Ha
a-
3
1
4.5+
26
3.0 4.5+ 21 78 25 53
100/
2.75"
13"
11.0
4.5+ 21 51 23 28
4.5+ 19
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
5058 Brush Creek Rd. BORING NO.: 28
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Client:
D.R. Horton - Texas, Ltd. (DFW West Division)
Location:
Fort Worth, TX
Project:
Hampton Tract
Surface Elevation:
Start Date: 3/16/2022 End Date: 3/16/2022
West:
Drilling Method: CONTINUOUS FLIGHT AUGER
North:
Hammer Drop (lbs /
in):
140 /
30
GROUND WATER OBSERVATIONS
m
-o•E
2
E - a>
-
_
x
�7 0n Rods (ft): NONE
T
N
U� (.q
j
E
E
C
c
ZAfter Drilling (ft): DRY
'ocw
0 o
a,
a
v
5
After_ Hours (ft):
a
@
o�
v -
- ao
o
�,
T
3
cn
o
o o
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous deposits
—
4.5+
20
_
2.0
Brown CLAY with calcareous deposits
—
4.5+
13
_
4.0
Brown SHALY CLAY
— 5
4.5+
14
62
20
42
4.5
—
4.5+
16
—
—
4.5+
16
10
limestone layer
—
—
4.5+
15
15
15.0
TEST BORING TERMINATED AT 15 FT
20
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 29
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/16/2022 End Date: 3/16/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous deposits
5
Tan LIMESTONE with clay seams and layers
10
%//
Reddish Brown SHALY CLAY
15
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
oW
0
oo
.S
a
3
(nzox
CD
�oZCm
H3
a
a-
3
1
4.5+
14
4.5+ 11 65 23 42
5.0 4.5+ 9
100/
5'
100/
2.50"
12.0
4.5+ 17
20.0
4.5+ 17
3.9
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 30
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/24/2022 End Date: 3/24/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous deposits
5
Brown CLAY with calcareous deposits
10
Tan CLAY with gravel limestone fragments
_15�
TEST BORING TERMINATED AT 15 FT
20
6.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
N�
>a
E�N
OC
Jo�
J
y
a
oW
oo
.Sz
pw�
(n
x�
o�
o a
Z
m
J
o
Ha
a-
3
1
4.5+
20
4.5+ 14 63 19 44
4.5+ 20
4.5+ 19
4.5+ 19
10.0
3.25 16
15.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/15/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous deposits
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
10
Gray LIMESTONE
_15
_20
TEST BORING TERMINATED AT 20 FT
5058 Brush Creek Rd. BORING NO.: 31
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision)
Location:
Fort Worth, TX
Surface Elevation:
3/15/2022
West:
GER
North:
Hammer Drop (lbs /
in):
140 /
30
o.S
d
E a)
-
_
x
E
E
o
00
>C1
3
00
Y E
�E
6L N
oar m�
w
o
C
O
J
-o
J
y
a
oW
oz
ao o
.S c o
p��
U
n
.� 3
(n
x�
o� o a
Z
J
o
T
Ha
a-
3
4.5+
21
67
24
43
2.0
4.5+
11
4.0
100/
6.75"
13.0
100/
0.75"
100/
4.75"
100/
20.0 , 2.75"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 32
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/16/2022 End Date: 3/16/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY
5
Brown CLAY with calcareous deposits
10
Light Brown CLAY
15
TEST BORING TERMINATED AT 15 FT
20
8.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
N�
>a
E�N
OC
JJo�
a
oW
oo
.S
3
(nzoC/)oZCm
CD
0
a
a-
-
3
4.5+ 3.6 97 24
4.5+ 19
4.5+ 19
4.5+ 18
4.5+ 17 58 19 39 2.5
13.0 1
4.5+ 12
15.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 33
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/16/2022 End Date: 3/16/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown to Brown CLAY with calcareous deposits
5
10
Tan LIMESTONE with clay seams and layers
15
Brown SHALY CLAY
_20
TEST BORING TERMINATED AT 20 FT
13.0
16.0
20.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
oW
0
oo
.S
a
3
(nzox
CD
�oZCm
H3
a
a-
3
1
4.5+
20
100/
5.50"
4.5+ 15
4.5+ 16 65 22 43
4.5+ 18
4.5+ 17
8
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 34
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/16/2022 End Date: 3/16/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous deposits
5
6.0
_
Brown CLAY with limestone fragments and calcareous
nodules
10
Reddish Brown SHALY CLAY
15
TEST BORING TERMINATED AT 15 FT
20
13.0 1
15.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
N�
>a
E�N
OC
JJo�
a
oW
0
oo
.S
3
(nzox
CD
�oZCm
a
a-
3
1
4.5+
15
4.5+ 13
4.5+ 13
4.5+ 14 67 23 44 1.7
4.5+ 16
4.5+ 22 79 26 53
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 35
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/15/2022 End Date: 3/15/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
10
Gray LIMESTONE
_15
_20_
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
oW
oo
.S
a
3
(nzox
CD
0
�oZCm
H3
a
a-
3
4.5+
8
1.0
100/
4.75"
12.0
100/
6.75"
12"
100/
3.50"
100/
20.0 , 2.75"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/15/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
_15
TEST BORING TERMINATED AT 15 FT
20
5058BrushCreekRd. BORING NO.: 36
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/15/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
00 3 Y E 6L N w C J J y
a oW oz a° o .S c o p�� U n .� 3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 23
2.0
100/
10.50.50'
100/
7.50"
100/
1.75"
100/
15.0 L 0.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 37
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/15/2022 End Date: 3/15/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous nodules
5
lrzzo
Tan LIMESTONE with clay seams and layers
10
15
—
lzzx
Brown SHALY CLAY
_20
TEST BORING TERMINATED AT 20 FT
7.0
16.0
20.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
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OC
JJo�
oW
0
oo
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a
3
(nzox
CD
�oZCm
a
H3
a -a
1
4.5
4.5
94
24
76
25
51
4.5+ 22
4.5+ 22
4.5+ 19
48
56 9
4.5+ 20
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 38
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/15/2022 End Date: 3/15/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
jDark Brown CLAY with calcareous deposits
5
Light Brown CLAY with calcareous deposits and
ferrous staining
10
Tan CLAY with calcareous deposits and gravel
j
15 j
TEST BORING TERMINATED AT 15 FT
20
6.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
E
E
o
2
N�
>0
No
UE
a�a)
N
mo
w
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o
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.� 3
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3
1
4.5+
17
4.5+ 16
4.5+ 17
4.5+ 15 63 19 44 3.3
4.5+ 16
13.0 1
4.0 16 45 17 28
15.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 39
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/16/2022 End Date: 3/16/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
jDark Brown CLAY with limestone fragments
5
10
Tan CLAY with limestone seams and layers
j
j
_15
j
Brown SHALY CLAY
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
3
Y
E
6Lc
N�)a
OC
Jo�
J
y
oW
oo
.Sz
a
pw�
(n
x�
o�
o a
Z
m
J
o
Ha
a-
3
4.5+
20
4.5+ 21.3 122 11 53 19 34
4.5+ 13
4.5+ 12 54 18 36 2.5
4.5+ 13
10.0
73 6
16.0
20.0
4.5+ 20
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 40
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/16/2022 End Date: 3/16/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
jDark Brown to Brown CLAY with limestone fragments
5
10
— Tan CLAY with limestone seams and layers
j
j
_15 /
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
N�
>a
E�N
OC
Jo�
J
y
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oo
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(n
x�
o�
o a
Z
m
J
o
Ha
a-
3
1
4.5+
16
11.0
15.0 L
75
4.5+ 13
4.5+ 14 53 23 30 2.4
4.5+ 15
4.5+ 20
6 43 16 27
A L P H
A TEST ING
5058 Brush Creek Rd.
Fort Worth, Texas 76119
Phone: 817-496-5600
BORING NO.:
41
Sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W220325
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
D.R. Horton - Texas, Ltd. (DFW West Division)
Location: Fort
Worth, TX
Project:
Hampton Tract
Surface Elevation:
Start Date:
3/11/2022 End Date:
3/11/2022
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
Light Brown CLAY with gravel - FILL
5
10
15
20
Hammer Drop (lbs / in):
140 / 30
oS
2
d
E
a)
�
_
x
>
o
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4)75
m�
&
O
-o
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a
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00
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Ofx�
o
o a
Z
J
rl
T
H a
a-
3
5
2.5
22
4.5+ 16
45 13 39 17 22
8.0
Tan CLAY with calcareous deposits
4.25 22 71 23 48 2.1
13.0
Brown and Gray SHALY CLAY ,
4.5+ 22
TEST BORING TERMINATED AT 20 FT
20.0
4.5+ 21
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 42
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/11/2022 End Date: 3/11/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
Light Brown and Gray GRAVELLY CLAY - FILL
5
10
Brown and Gray SHALY CLAY
15
TEST BORING TERMINATED AT 15 FT
20
13.0 1
15.0
Hammer Drop (lbs / in):
140 / 30
oS
2
d
E
a)
�
_
x
>
o
u E
4) 75
m �
&
O
-o
.2
a
OW
oZ
00
c
o�
(n
U)
Ofx�
o�
o a
Z
J
o_
T
Ha
a--
3
4
6
4.5+
4.5+ 44 11 51 22 29
4.5+ 10
4.0 25 77 25 52 0.9
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 43
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/15/2022 End Date: 3/15/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY calcareous
j
Tan LIMESTONE with clay seams and layers
_5
10
Gray LIMESTONE
_15_
_20
TEST BORING TERMINATED AT 20 FT
3.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
oW
oo
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a
3
(nzox
CD
0
�oZCm
H3
a
a-
3
1
4.5+
16
46
22
24
100/
5"
100/
1.50"
14.0
100/
1.50"
20.0 L 100/ 100/
4.5+ 16
ALPHA/NTESTING
WHERE IT ALL BEGINS
5058 Brush Creek Rd. BORING NO.: 44
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Client:
D.R. Horton - Texas, Ltd. (DFW West Division)
Location:
Fort Worth, TX
Project:
Hampton Tract
Surface Elevation:
Start Date: 3/15/2022 End Date: 3/15/2022
West:
Drilling Method: CONTINUOUS FLIGHT AUGER
North:
Hammer Drop (lbs /
in):
140 /
30
GROUND WATER OBSERVATIONS
m
-o•E
2
E - a>
-
_
x
�7 0n Rods (ft): NONE
T
N
U� (.q
j
E
E
C
c
ZAfter Drilling (ft): DRY
'ocw
0 o
a,
a
v
After_ Hours (ft):
a
@
o�
v -
- ao
o
�,
T
3
cn
o
o o
MATERIAL DESCRIPTION
Dark Brown CLAY
—
4.5+
7.6
100
17
—
Izz
4.5+
16
74
24
50
4.7
_
4.0
Dark Brown CLAY with limestone fragments
— 5
4.5+
17
6.0
_
Tan LIMESTONE with clay seams and layers
100/
L
3.50"
100/
— 10
L
1.50"
100/
_ 15
15.0
L
0.50"
TEST BORING TERMINATED AT 15 FT
20
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 45
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/15/2022 End Date: 3/15/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous nodules
5
Brown CLAY with limestone fragments
10
Tan LIMESTONE with clay seams and layers
Brown SHALY CLAY
_20
TEST BORING TERMINATED AT 20 FT
8.0
10.0
16.0
20.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
oW
0
oo
.S
a
3
(nzox
CD
�oZCm
H3
a
a-
3
1
4.5+
17
100/
8.50"
4.5+ 17
4.5+ 17
4.5+ 19
4.5+ 20 63 21 42 3.9
4.5+ 21
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 46
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/16/2022 End Date: 3/16/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
j
Dark Brown CLAY with limestone fragments at
5'
_5
Tan LIMESTONE with clay seams and layers
_10_
—
j�o
Light Brown SHALY CLAY
15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
N�
>a
E�N
OC
JJo�
a
oW
oo
.S
3
(nzoC/)oZCm
CD
0
a
a-
-
3
4.5+ 8.9 102 17
4.5+
5.0 4.5+
100/
8.50"
13.0
15.0
100/
4.25"
4.5+
19 74 25 49 4.8
im
7
ICE
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 47
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/16/2022 End Date: 3/16/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
_10_
Light Brown SHALY CLAY with ferrous deposits
15
Gray SHALY CLAY
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
�'
N�
>C1
00
�E
oar
N
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a-
4.5+
16
1.0
17"
k
100/
1"
175 4
2.75"
11.0
4.25 15 56 18 38
15.0
4.5+ 20
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client: D.R. Horton - Texas, Ltd. (DFW West Di
Project: Hampton Tract
Start Date: 3/14/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
jBrown CLAY with limestone fragments
Tan LIMESTONE
5
10
Light Brown SHALY CLAY
15
TEST BORING TERMINATED AT 15 FT
20
5058 Brush Creek Rd. BORING NO.: 48
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Location:
Fort Worth, TX
Surface Elevation:
3/14/2022
West:
GER
North:
Hammer Drop (lbs / in):
140 /
30
o.S
d
E a)
-
_
x
E
E
o
00
>
3
�' o
Y E
f
6L N
�' a� m
w
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oz
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.S c o
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U
n
.� 3
(n
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o� o a
Z
J
o
T
Ha
a-
3
4.5+
14
1.0
100/
6L
1"
100/
1.25"
100/
2.75"
13.0
4.5+ 13
15.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 49
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/14/2022 End Date: 3/14/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
_10_
Dark Brown SHALY CLAY
15
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
o
oo
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a
3
(nzox
CD
0
�oZCm
H3
a
a-
3
1.0
17
1.0
16"
100/
6.75"
100/
2.50"
11.0
4.5+ 18 64 21 43
4.5+ 17
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/14/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous nodules
Tan LIMESTONE with clay seams and layers
_5
10
Brown SHALY CLAY
_151
TEST BORING TERMINATED AT 15 FT
20
5058 Brush Creek Rd. BORING NO.: 50
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Location:
Fort Worth, TX
Surface Elevation:
3/14/2022
West:
GER
North:
Hammer Drop (lbs /
in):
140 /
30
o.S
d
E a)
-
_
x
E
E
o
00
>
3
�' o
Y E
f
6L N
�' a� m
w
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C
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oz
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.S c o
p��
U
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.� 3
(n
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o� o a
Z
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T
Ha
a-
3
4.5+
16
65
22
43
1.0
100/
4.25"
100/
8.50"
10.0 33
4.5+ 19
15.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 51
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/23/2022 End Date: 3/23/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O After Hours (ft):
MATERIAL DESCRIPTION
Tan LIMESTONE with clay seams and layers
Brown SHALY CLAY
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
oS
.4
d
E
a)
�
_
x
>
`o
U�
E
E
o
>
o
uE
4)75
&
O
-o
.2
a
OW
oZ
00
c
a04
0—
U
n
.�
(n
U)
Ofx�
o�
o a
Z
J
a
T
Ha
a-
100/
10"
100/
2.25"
100/
10.0 3.25"
4.5+ 22
4.5+ 21
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/24/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous nodules
Tan LIMESTONE with clay seams and layers
5
10
Brown SHALY CLAY
_15
TEST BORING TERMINATED AT 15 FT
20
5058BrushCreekRd. BORING NO.: 52
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/24/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
00 3 Y E 6L N w C J J y
a oW oz a° o .S c o p�� U n .� 3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 17
2.0
100/
11"
100/
3.50"
100/
5.50"
11.0
4.5+ 20
15.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 53
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/11/2022 End Date: 3/11/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): 12
oZAfter Drilling (ft): 13
O 7After Hours (ft):
MATERIAL DESCRIPTION
Light Brown and Gray GRAVELLY CLAY with
limestone fragments and sand
5
10
_ 1
Tan GRAVELLY CLAY
15
Tan SHALY CLAY
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
oS
.4
d
E
a)
�
_
x
N�
>
o3
YuE�
�6La
N
w&
OC
-Jo
.J2
y�
a
oW
o�o
N
C)—
3
(n
U)�
o
Z
Ja
Tx
Ha
a--
3
4.5+ 7
4.5+ 9
9
4.5+ 10
13.0 1
2.0 16
15.0
3.5 23
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 54
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/16/2022 End Date: 3/16/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
_10
_15_
TEST BORING TERMINATED AT 15 FT
20
3.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
�'
N�
>
3
�' o
Y E
f
6L
�' a�
N
m
w
o
C
O
J
o
J
y
a
oW
oz
ao o
.S c
a�
p��
(n
0
x�
o�CD
o a
Z
C
m
J
o
Ha
a-
1
4.5+
7.2
102
23
74
25
49
100/
5.75"
100/
1.50"
100/
15.0 L 1
4.5+
im
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/16/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
Gray LIMESTONE
_15
_20_
TEST BORING TERMINATED AT 20 FT
5058 Brush Creek Rd. BORING NO.: 55
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/16/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
oS E a) -
_ x
o 0t6 c' E E c o
>3 Y 6Lc o w� U°C -Jo00 E N� a oW o°o .S pz J y� CD 0
3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 20
2.0
100/
4.25"
100/
3.50"
12.0
100/
1.25"
100/
0.50"
100/
20.0 66 1
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client: D.R. Horton - Texas, Ltd. (DFW West Di
Project: Hampton Tract
Start Date: 3/16/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
jDark Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layer
5
10
Gray LIMESTONE
_15
TEST BORING TERMINATED AT 15 FT
20
5058BrushCreekRd. BORING NO.: 56
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/16/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
oS E a) -
_ x
o 0t6 c' E E c o
00 3 Y E 6L N w C J J y
a oW oz a° o .S c o p�� U n .� 3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 13 57 21 36
2.0
100/
6.75"
13"
100/
1"
13.0
100/
15.0 IL 0.75"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 57
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/15/2022 End Date: 3/15/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
_10_
_15
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
oW
0
oo
.S
a
3
(nzox
CD
�oZCm
a
H3
a -a
1.0
100/
9.50"
100/
2.25"
hk100/
1"
100/
0.75"
100/
20.0 L 1.2
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 58
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/14/2022 End Date: 3/14/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O After Hours (ft):
MATERIAL DESCRIPTION
Tan LIMESTONE with clay seams and layers
_5_
10
Gray LIMESTONE
_15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
N�
Y
E�N
6Lc
OC
JJo�
a
oW
oo
.S
a
3
(nzox
CD
0
�oZCm
a
H3
a -a
16"
100/
1.75"
100/
1.75"
11.0
15.0 L 100/ 100/
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 59
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/14/2022 End Date: 3/14/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
10
jDark
Brown SHALY CLAY
15
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
oW
oo
.S
a
3
(nzox
CD
0
�oZCm
H3
a
a-
3
3.0
13
1.0
100/
4.75"
12.0
20.0
100/
7.50"
100/ 4
4.50"
4.5+ 18 69 23 46
4.5+ 18
5058 Brush Creek Rd. BORING NO.: 60
A L P H A TEST ING Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
WHERE IT ALL BEGINS www.alphatesting.com
Client:
Project:
Start Date:
Drilling Method:
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/14/2022 End Date: 3/14/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): 12
oZAfter Drilling (ft): 11
O 7After Hours (ft):
MATERIAL DESCRIPTION
jDark Brown CLAY with limestone fragments
2.0
— � Brown CLAY with limestone fragments
j
j
_5
j
6.0
Dark Brown CLAY with limestone fragments
_ 8.0
— Light Brown CLAYEY SAND with limestone fragments
and gravel
_10
T
f
-- 7
15 15.0
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
E
E
o
2
N�
>0
No
UE
0a)
N
mo
w
�
C
o
J
o
J
�
y
0
a
oW
oz
a° o
.S c
a�
p��
U
n
.� 3
(n
cu
X c
c
o 0
o a
Z
c
is
J
tl
H a
a
4.5+ 15
42
24 9 46 21 25
4.5+ 17 54 19 35 1.1
4.5+ 18 43 20 23 1.7
4.5+ 31 10
ALPHA/NTESTING
WHERE IT ALL BEGINS
5058 Brush Creek Rd. BORING NO.: 61
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Client:
D.R. Horton - Texas, Ltd. (DFW West Division)
Location:
Fort Worth, TX
Project:
Hampton Tract
Surface Elevation:
Start Date: 3/24/2022 End Date: 3/24/2022
West:
Drilling Method: CONTINUOUS FLIGHT AUGER
North:
Hammer Drop (lbs /
in):
140 /
30
GROUND WATER OBSERVATIONS
m
-o•E
2
E - a>
-
_
x
�7On Rods (ft): NONE
T
N
U� (.q
j
E
E
C
c
ZAfter Drilling (ft): DRY
'ocw
0 o
a,
a
v
5
After_ Hours (ft):
a
@
o�
v -
- ao
o
�,
T
3
cn
o
o o
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous nodules
—
4.5+
6.8
97
26
—
4.5+
18
76
25
51
3.1
— 5
—
4.5+
18
—
4.5+
18
_
8.0
Brown SHALY CLAY
—
4.5+
14
63
21
42
6.3
10
—
4.5+
19
15
4 .5+
20
20
20.0
TEST BORING TERMINATED AT 20 FT
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/22/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
_15
TEST BORING TERMINATED AT 15 FT
20
5058BrushCreekRd. BORING NO.: 62
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/22/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
00 3 Y E 6L N w C J J y
a oW oz a° o .S c o p�� U n .� 3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 15 58 21 37
2.0
77
100/
9.75"
17"
100/
15.0 L 3.75"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 63
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/22/2022 End Date: 3/22/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
—
—
Tan LIMESTONE with clay seams and layers
_5
10
Gray LIMESTONE
_15
_20_
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
3
Y
E
6Lc
N�)a
OC
Jo�
J
y
oW
oo
.Sz
a
pw�
(n
x�
o�
o a
Z
m
J
o
Ha
a-
3
4.5+
11
49
21
28
1.0
51
12.0
50/
475 .75"
100/
2.50"
100/
1.25"
100/
20.0 , 1.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/22/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
_15
TEST BORING TERMINATED AT 15 FT
20
5058BrushCreekRd. BORING NO.: 64
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/22/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
00 3 Y E 6L N w C J J y
a oW oz a° o .S c o p�� U n .� 3
cn X c ca ° .E m o T
Ha a- - Z 3
4.5+ 6.0 108 18 62 20 42
2.0
82
78
100/
10.50.50'
100/
15.0 L 101,
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client: D.R. Horton - Texas, Ltd. (DFW West Di
Project: Hampton Tract
Start Date: 3/14/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
Tan CLAY with limestone fragments
j
Tan LIMESTONE
5
10
_15
— Dark Brown SHALY CLAY
_20
TEST BORING TERMINATED AT 20 FT
5058 Brush Creek Rd. BORING NO.: 65
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/14/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
>3 Y 6Lc o w� U°C -Jo00 E N� a oW o°o .S pz J y� CD 0
3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 7 36 16 20
2.0
50/
450 .50"
12"
100/
1"
100/
1.50"
16.0
4.5+ 19 62 21 41
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 66
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/14/2022 End Date: 3/14/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous nodules
Tan LIMESTONE with clay seams and layers
Ei
10
Brown SHALY CLAY
_15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
N�
>a
E�N
OC
JJo�
a
oW
0
oo
.S
3
(nzox
CD
�oZCm
a
a-
3
1
4.5+
21
4.5+ 15 61 20 41 4.7
4.0
100/
2.25"
100/
g„
11.0
4.5+ 21
15.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 67
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/22/2022 End Date: 3/22/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
10
_15
Gray LIMESTONE
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
3
Y
E
6Lc
N�)a
OC
Jo�
J
y
oW
oo
.Sz
a
pw�
(n
x�
o�
o a
Z
m
J
o
Ha
a-
3
4.5+
16
56
19
37
1.0
55
100/
8.25"
100/
4.75"
100/
15.0 L 1.75"
100/
20.0 , 0.75"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/22/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
_15
TEST BORING TERMINATED AT 15 FT
20
5058BrushCreekRd. BORING NO.: 68
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/22/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
00 3 Y E 6L N w C J J y
a oW oz a° o .S c o p�� U n .� 3
cn X c ca ° .E m o T
Ha a- - Z 3
4.5+ 4.0 116 10
2.0
59
5.50/„
100/
2.50"
100/
15.0 L 1
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 69
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/23/2022 End Date: 3/23/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
_10_
_15
—
Brown SHALY CLAY
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
oS
.4
d
E
a)
�
_
x
a
>
OW
o
oZ
uE
00
4)75
c
m�
a�
&
O -o
.2
Ofx�
o�
o a
J
a
T (n
U)
Ha
Z
a-
1.0
4.5+
11
57
100/
4.75"
100/
2.75"
100/
2.50"
16.0
4.5 21 60 22 38
20.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/23/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
_15
TEST BORING TERMINATED AT 15 FT
20
5058BrushCreekRd. BORING NO.: 70
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/23/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a)� _ x
o U� c' E E c o
°0 a)0 3 Y 6L N w C J J y
a ° oZ 00 c o� p�� U n •2 3
U) X c ca ° .E m � a
Ha a-
Z a
4.5+ 16 53 20 33
2.0
83
100/
2.50"
6 100/
1"
100/
15.0 , 1.50"
5058 Brush Creek Rd. BORING NO.: 71
A L P H A TEST ING Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
WHERE IT ALL BEGINS www.alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Project: Hampton Tract Surface Elevation:
Start Date: 3/23/2022 End Date: 3/23/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
GROUND WATER OBSERVATIONS m -•E .4 _ _ x
w J 12 T> m U� �'.� E E c o
�70n Rods (ft): p 3 Y s �
s 1After Drilling (ft): 12 a oC1 o o E 5 mo �a o -o .2
n n �� OQ tl o c aN <) 3
After_ Hours (ft): @ U o — o T cn
MATERIAL DESCRIPTION
jDark Brown CLAY with limestone fragments
4.5+ 20
4.5+ 17 63 22 41 4.4
— 5 — 4.5+ 6.6 112 15
— 4.0 21
_ 8.0
Light Brown CLAY with calcareous nodules
4.25 20 62 21 41
10 10.0
Light Brown CLAYEY SAND with gravel
1
4.0 29 17
15
— 1.0 26
20 20.0
TEST BORING TERMINATED AT 20 FT
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/29/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
— AX/'x,
Light Brown SHALY CLAY
10
Brown SHALY CLAY
15
TEST BORING TERMINATED AT 15 FT
20
5058BrushCreekRd. BORING NO.: 72
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/29/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
00 3 Y E 6L N w C J J y .
a oW oz a° o .S c o p�� U n .� 3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 15
2.0
100/
7.75"
13"
8.0
4.5+ 18 55 20 35 6.1
10.0
4.5+ 17 62 23 39
15.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 73
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/29/2022 End Date: 3/29/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
j
Dark Brown CLAY
—
Tan LIMESTONE with clay seams and layers
_5
10
_15
Gray LIMESTONE
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
oW
oo
.S
a
3
(nzox
CD
0
�oZCm
H3
a
a-
3
L
100/
9
1.0
5.75"
100/
1.50"
100/
2.50"
100/
15.0 L 1
100/
20.0 , 1
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/29/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with calcareous nodules
Tan LIMESTONE with clay seams and layers
5
10
_15
TEST BORING TERMINATED AT 15 FT
20
5058BrushCreekRd. BORING NO.: 74
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/29/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a) -
_ x
o 0t6 c' E E c o
00 3 Y E 6L N w C J J y
a oW oz a° o .S c o p�� U n .� 3
cn X c ca ° .E m o T
Ha a- Z 3
4.5+ 19 65 22 43
2.0
50/
550 .50"
100/
1.25"
100/
1"
100/
15.0 L 1.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 75
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/29/2022 End Date: 3/29/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O After Hours (ft):
MATERIAL DESCRIPTION
Brown GRAVELLY CLAY with limestone fragments
_101
_20
Tan LIMESTONE with clay seams and layers
Gray LIMESTONE
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
�'
N�
>
3
�' o
Y E
f
6L
�' a�
N
m
w
o
C
O
J
o
J
y
a
oW
oz
ao o
.S c
a�
p��
(n
0
x�
o�CD
o a
Z
C
m
J
o
Ha
a-
100/
100/
15
6
42
21
21
2.0
20.0 ,
100/
4"
100/
3"
100/
1.25"
100/
0.75"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 76
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/22/2022 End Date: 3/22/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY
Tan CALCAREOUS CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
_10
Gray LIMESTONE
_15_
TEST BORING TERMINATED AT 15 FT
20
2.0
3.0
12.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
N�
>a
E�N
OC
Jo�
J
y
a
oW
oo
.Soza
pw�
(n
x�
o�
o a
Z
C
m
J
o
Ha
a-
3
4.5+
12
53
19
34
4.5+
9
40
18
22
100/
11"
100/
10.50.50'
100/
15.0 L 1.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 77
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/22/2022 End Date: 3/22/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
10
Gray LIMESTONE
_15
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
3
Y
E
6Lc
N��a
OC
Jo�
J
y
oW
oo
.Soza
a
pw�
(n
x�
o�
o a
Z
C
m
J
o
Ha
a-
3
3.5
23
1.0
100/
9„
13.0
50/
450 .50"
100/
2.50"
100/
1.25"
100/
20.0 , 1.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 78
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/23/2022 End Date: 3/23/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
jDark Brown CLAY with calcareous nodules
_5
Tan LIMESTONE with clay seams and layers
10
i,/ Light Brown SHALY CLAY
15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
140 / 30
oS
2
d
E
a)
�
_
x
>
o
u E
4) 75
m �
&
O
-o
.2
a
OW
oZ
00
c
a�
(n
U)
Ofx�
o�
o a
Z
J
a
T
Ha
a--
3
4.5+ 6.2 99 23
4.5+ 19 69 23 46 5.6
5.0 4.5+ 17
50/
4.75"
100/
5"
12.0
4.5+ 17 56 19 37
15.0
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 79
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/23/2022 End Date: 3/23/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): 11
oZAfter Drilling (ft): 13
O 7After Hours (ft):
MATERIAL DESCRIPTION
jDark Brown CLAY with calcareous nodules
5
_ 6.0
Brown CLAY with limestone fragments and calcareous
nodules
10
Light Brown CLAY with sand and gravel
1
15
20
TEST BORING TERMINATED AT 20 FT
10.0
20.0
Hammer Drop (lbs / in):
140 / 30
oS
2
d
E
a)
�
_
x
N�
>
o3
Yu E�
46) L5
N
w&
OC
-Jo
.J2
y�
a
oW
o�o
N
3
(n
U)�
o
Z
Ja
Tx
Ha
a-�
3.0
4.5+
4.5+
4.5+
4.25
4.5+
HUI
28
im
20 78 27 51 5.9
M
20 60 21 39 0.8
8
IE]
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 81
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/29/2022 End Date: 3/29/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O After Hours (ft):
MATERIAL DESCRIPTION
Tan LIMESTONE with clay seams and layers
10
_15
Gray LIMESTONE
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
oW
0
oo
.S
a
3
(nzox
CD
�oZCm
a
H3
a -a
100/
4.75"
100/
2.25"
100/
1.75"
100/
0.7575"
16.0
100/
20.0 k 1
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 82
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/29/2022 End Date: 3/29/2022 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O After Hours (ft):
MATERIAL DESCRIPTION
Tan LIMESTONE with clay seams and layers
_10—
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
oW
0
oo
.S
a
3
(nzox
CD
�oZCm
a
H3
a -a
17"
20.0 ,
100/
2.50"
100/
1.75"
100/
1.25"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 83
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/29/2022 End Date: 3/29/2022 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY
Tan LIMESTONE with clay seams and layers
_5
_10
_15_
Gray LIMESTONE
_20
TEST BORING TERMINATED AT 20 FT
3.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
_
x
o
E
E
o
>�
NC
Y
E
6Lc
N�)a
OC
JJo�
o
0(nzox
oo
.S
a
3"
CD
C/)oZCma
H3
a-
3
4.5+
24
4.5+
19
75
24
51
6.9
17"
13"
100/
15.0 L 1.50"
100/
20.0 , 1.50"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/22/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
After Hours (ft):
O
MATERIAL DESCRIPTION
Brown CALCAREOUS CLAY
—
—
Tan LIMESTONE with clay seams and layers
_5
10
_15
TEST BORING TERMINATED AT 15 FT
20
5058 Brush Creek Rd. BORING NO.: 84
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Location:
Fort Worth, TX
Surface Elevation:
3/22/2022
West:
GER
North:
Hammer Drop (lbs /
in):
140 /
30
o.S
d
E a)
-
_
x
E
E
o
00
>
3
�' o
Y E
f
6L N
�' a� m
w
o
C
O
J
-o
J
y
a
oW
oz
ao o
.S c o
p��
U
n
.� 3
(n
x�
o� o a
Z
J
o
T
Ha
a-
3
4.5+
13
48
19
29
1.0
54
5"
6
100/
6.25"
100/
15.0 L 0.75"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 85
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/22/2022 End Date: 3/22/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
—
—
Tan LIMESTONE with clay seams and layers
_5
_10_
Gray LIMESTONE
_15_
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
-
o
E
_
E
x
NC
Y
6Lc
N�)a
JJo�
o
>�
oW
E
oo
.S
a
OC
3
CD
0
(nzox
H3
a
a-
�oZCm
3
1.0
4.5+
23
47
100/
1.25"
100/
1.50"
14.0
100/
1.75"
100/
1.1
20.0 L
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 86
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/23/2022 End Date: 3/23/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
—
—
Tan LIMESTONE with clay seams and layers
5
Gray LIMESTONE
_10_
_15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
140 / 30
oS
2
d
E
a)
�
_
x
��
>
o
u E
4) 75
m �
&
O
-o
.2
a
OW
oZ
00
c
a�
(n
U)
Ofx�
o�
o a
Z
J
a
T
Ha
a-
3
4.5+
14
1.0
52
100/
5.0 L 3.25"
100/
1.25"
100/
15.0 L 1
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/23/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jDark
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
_15
Gray LIMESTONE
_20
TEST BORING TERMINATED AT 20 FT
5058 Brush Creek Rd. BORING NO.: 87
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
vision) Location: Fort Worth, TX
Surface Elevation:
3/23/2022 West:
GER North:
Hammer Drop (lbs / in): 140 / 30
d
o.S E a)� _ x
o U� c' E E c o
°0 3 Y 6L N w C J J y
>C1 °°E °a� mc, ° ° -o .2
a °W oo Z 00 c o� � p� U n •2 3
U) X c ca ° .E m � a
Ha a-
Z a
4.5+ 17 60 22 38
2.0
100/
8.50"
100/
1.50"
100/
1.25"
100/
1.75"
16.0
100/
20.0 , 1.25"
ALPHA/NTESTING
WHERE IT ALL BEGINS
Client: D.R. Horton - Texas, Ltd. (DFW West Di
Project: Hampton Tract
Start Date: 3/22/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
0) GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
oZAfter Drilling (ft): DRY
O 7After Hours (ft):
MATERIAL DESCRIPTION
jDark Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
10
Gray LIMESTONE
_15
TEST BORING TERMINATED AT 15 FT
20
5058 Brush Creek Rd. BORING NO.: 90
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Location:
Fort Worth, TX
Surface Elevation:
3/22/2022
West:
GER
North:
Hammer Drop (lbs /
in):
140 /
30
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ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 91
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Fort Worth, TX
Hampton Tract Surface Elevation:
3/23/2022 End Date: 3/23/2022 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
_10_
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ALPHA/NTESTING
WHERE IT ALL BEGINS
Client:
D.R. Horton - Texas, Ltd. (DFW West Di
Project:
Hampton Tract
Start Date: 3/23/2022 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
�70n Rods (ft): NONE
Drilling (ft): DRY
oZAfter
7After Hours (ft):
O
MATERIAL DESCRIPTION
jBrown
CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
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_15
TEST BORING TERMINATED AT 15 FT
20
5058 Brush Creek Rd. BORING NO.: 92
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W220325
www.alphatesting.com
Location:
Fort Worth, TX
Surface Elevation:
3/23/2022
West:
GER
North:
Hammer Drop (lbs / in):
140 /
30
o.S
d
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�
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15.0 L 1
A L P H A+ 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 (blows/ft)
®
(CH), High Plasticity CLAY
VERY LOOSE 0 TO 4
®
(CL), Low Plasticity CLAY
LOOSE 5 TO 10
MEDIUM 11 TO 30
(SC), CLAYEY SAND
DENSE 31 TO 50
VERY DENSE OVER 50
(SP), Poorly Graded SAND
(SW), Well Graded SAND
SHEAR STRENGTH OF COHESIVE SOILS (tsfl
(SM), SILTY SAND
VERY SOFT LESS THAN 0.25
SOFT 0.25 TO 0.50
IN(ML),
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
19
LIMESTONE
RELATIVE DEGREE OF PLASTICITY (PI)
®
SHALE / MARL
LOW 4 TO 15
SANDSTONE
MEDIUM 16 TO 25
HIGH 26 TO 35
o
(GP), Poorly Graded GRAVEL
VERY HIGH OVER 35
(GW), Well Graded GRAVEL
®
(GC), CLAYEY GRAVEL
RELATIVE PROPORTIONS (%)
W
(GM), SILTY GRAVEL
m(OL),
ORGANIC SILT
TRACE 1 TO 10
LITTLE 11 TO 20
SOME 21 TO 35
(OH), ORGANIC CLAY
AND 36 TO 50
15mm
1♦
S
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 3.0"
noted otherwise)
FINE GRAVEL
5.0 mm TO 3.0"
®
AUGER SAMPLE
COURSE SAND
2.0 mm TO 5.0 mm
❑
TEXAS CONE PENETRATION
MEDIUM SAND
FINE SAND
0.4 mm TO 5.0 mm
0.07 mm TO 0.4 mm
❑ROCK
CORE (2" ID except where
SILT
CLAY
0.002 mm TO 0.07 mm
LESS THAN 0.002 mm
noted otherwise)
GC-6.09 Permits & Utilities
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HAMPTON TRACT PHASE 2
CPN:104313
1LI
-LEGEND
PROJECTBOUNDARY
EXISTING TREE CANOPY PRESERVED
EXISTING TREE CANOPY REMOVED
EXISTING TREE CANOPY ROW
EXISTING TREE CANOPY IN PERMANENT
UTILITYEASEMENT
SIGNIFICANT TREE TO BE
REMOVED
SIGNIFICANT & PROTECTED TREE
UFC22-0116
NOTE: UFP1 Plan Approved
ALL UNMARKED LOTS SHALL RECEIVE TWO
MEDIUM CANOPYTREES. ALL LOTS OVER Only.
5000 SF SHALL HAVE TWO NEW PLANTED
TREES. APPROVED
Il By Caleb Olson at 2.27 pm, Aug 04, 2022
SNOW
FENCE
4• - D•
oAwrvaA m
INDIVIDUAL TREE PROTECTION
]°"fail oar TREE PROTECTION DETAILS
O"A"ImmwlDiwfiE"R
E
PRELIMINARY PLAT CARE NUMBER: PP-21-063 F H¢u4reats+mvaeaa
OWNED/DEVELOPED BY:
D.R.HORTON - TEXAS, LTD
6751 NORTH FREEWAY
FORT WORTH TX, TX 76131
817-230-0800
I REVISIONS
INq DESCRIPTION DATE
I+ A I
I I
40 PERMANENT DRAINAGE
FACILITY EASEMENS H I E L D3 CITY OF FORT WORISH
DOC. NO_D2180fi890
D.R.T.C.T. ENGINEERING GROUP
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Ax
PRELIMINARY- FOR REVIEW ONLY
j z 4 4
T' THESE DOCUMENTS ARE FOR DESIGN REVIEW
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DOC. NO. D209016824
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DR.T.C.T.
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A I 61 A 18
1. CHAINLINK FENCETOSEI2GAUGE,WlMl%•DIAMETERSCHEOULEMMSTSATB'-0'
OC MAX .
2. NO EXISTING TREES DESIGNATED FOR REMOVAL.
3. PROTECT ALLINDNIDUMTREESORGROWTHOFTREESTOBEPRESERVEDBY
ERECTING A BARRIER AROUND EACH TREE OR GROUP OF TREES.
CfEWER FOSNEFMRT
NO D211146y
a]O 82
19
a. INSTALL AND MAINTAIN BARRIER ATTREE DRIP LINE. BARRIER SHALL REMAIN IN
PLACE UNTIL REMOVAL IS NECESSARY.
.R.T.C.T_
I ,
I—
S. IN THE EVENT OF HEAVY CONSTRUCTION IS SCHEDULED TO OCCURWRHIN THE DRIP
— _
_I —
_
LINE OF AN EXISTING TREE. CONTRACTOR SHALL ERECT A PROTECTION FENCE
OUTSIDE OF THE DRIP LINE UNTIL CONSTRUCTION IS SCHEDULED TO OCCUR,THE
.EY- R6
P T
I
PROTECTION FENCE MAY THEN BE ADJUSTED AS REQUIRED TO COMPLETE THE
PRO POSEDCONSTRUCTION.AFTERCONSTRUCTIONINTHBMA ISCOMPLETED,
THE PROTECTION FENCE SHALL BE ADJUSTED TO ITS ORIGINAL LOCATION.
6. CONTRACTOR SMALL NOT PARK, CLEAN TOOL AND EQUIPMENTS OR STORE
MATERiLLS WITHIN THE DRIP LINE OF MY TREE.
7. ALL ROOTS OVERT• IN DIAMETER SHALL BE CUT CLEAN BY A HAND SAW.
FBE#I
MAPSC
CITY OF FORT WORTH, TEXAS
W
IL
HAMPTON TRACT PHASE 1
URBAN FORESTRY EXHIBIT z
(Method "B") O
a
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1 OF 8 =
LEGEN0
EXISTING TREE CANOPY PRESERVED
EXISTING TREE CANOPY REMOVED
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EXISTING TREE CANOPY IN PERMANENT
UTILITY EASEMENT
SIGNIFICANT S PROTECTED TREE
TREE TO BE REMOVED
TREE PROTECTION FENCING
NOT
ALL UNMARKED LOTS SHALL RECEIVE TLAO
MEDIUM CANOPY TREES. ALL LOTS OVER
5000 SF SHALL HAVE TWO NEW PI -ANTED
TREES.
O TREE PROTECTION FENCE NOTES'
w 1. CHAIN LINK FENCE TO BE 12 GAUGE, WITH lye DIAMETER
$ SCHEDULE 20 POSTS AT S'-0` 0.0 MAX
2. No EXISTING TREES DESIGNATED FOR REMOVAL.
I PROTECT ALL INDIVIDUAL TREES OR GROWTH OF TREES TO BE
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GROUPOFTREES.
4 INSTALL ANDMAINTAINBARRIERATTREEDRIPUNE BARRIER
SHALL REMAIN IN PLACE UNTIL REMOVAL IS NECESSARY
5. IN THE EVENTOF HEAVY CONSTRUCTION IS SCHEDULED TO
g OCCUR WITHIN THE DRIP LINE OFAN EXISTING TREE,
Z CONTRACTOR SHALL ERECT A PROTECTON FENCE OUTSIDE
OF THE DRIP LINE UNTIL CONSTRUCTION IS SCHEDULED TO
OCCUR, THE PROTECTION FENCE MAY THEN BE ADJUSTED AS
'E REQUIRED TO COMPLETE— PROPOSED CONSTRUCTION,
AFTER CONSTRUCTION IN THIS AREA IS COMPLETED, THE
PROTECTION FENCE SHALL BE ADJUSTED TO ITS ORIGINAL
LOCATION.
6. CONTRACTOR SHALL NOT PARK, CLEAN TOOL AND
EQUIPMENTS OR STORE MATERIALS W THIN THE DRIP UNE OF
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OWNED/DEVELOPED BY:
I� D.R.HORTON -TEXAS, LTD
6751 NORTH FREEWAY
i FORT WORTH TX, TX 76131
817-230-0800
�UFC22-0116
UFP1 Plan Approved
Only.
(APPROVED
By Caleb Olson s! 2:27 pm, Aug 04, 2022
sur+su xni +Txp"u+awc, 'I INIMIDUALTREEPROTECTION
Ppb"AN-AOOfmi TREE PROTECTION DETAILS
PRELIMINARY PLAT CASE NUMBER: PP-21-063fs
I
1
PERMANENT
_ I
DRAIN
DRAINAGE
FACILITY
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CITY OF FORT
NORTH FOITYH
.1 NO.
D280fi8905
REVISIONS
DESCRIPTION DATE
SHIELDS
ENGINEERING GROUP
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FIRM
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PROTECTON FENCE
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URBAN FORESTRY EXHIBIT F
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a
DEEDRAIWII: CSDFD SCALE: w DATE:JUL2022 SHEET:
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LEGEND TREE PROTECTION FENCE REVISIONS
PROiN�l Q DESCRIPTION DATE
JECT BOUNCARV I _
INSTALL 2' X 4' BOARDS CRITICAL ROOTZONE {'
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PRO CEIS INTTRUEDCUOS
EXISTING TREE CANOPY PRESERVED h. FENCE IS INSTALLED CLOSER DRIPUNE
> THANK 5 TO TRUNK
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TREE PROTECTION FENCE NOTES: N.T.S. PREPARED BY. ORUNDERSUPERVISroNOF'
1 CHAINUNKFWETOBEI2GAUGE,WTH15/f MAMETERSCHEWLE20POSTBATVO.0 S - --
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2. NOEXISTINGTREESDESGNATEDFORREMWAL.
3 PROTECT ALL INDIVIDUAL TREES OR GROWTH OF TREES TO BE PRESERVED BY ERECTING A
BARRIEINSTALRA OUND DMAINEAC EARS OR ERATTRUPOFTR NE. - O
0. REMOLANDMAINTAINBARRIERAT TREE DIIIPUNE. BARRIERSHALL REMAININPIACE UNTIL 25 1, O
RETHE EVENT OF H SARY.
S. IN EXISTING
TINGTOFHEAW CONSTRUCTION IS ERECHEWLEDTO ION UI FENTHIN EOUTHE IDE OF HELINDRI 2fi 2J 28 29 30 3 33 36 36 36
AN EXISTING TREE, CONTRACTOR SHALL ERECT A PROTECTION FENCE OUTSIDE OF THE DI21P
UN ADJUSTED
NSTRUC IRE IS SCHEDULED TOOCCUR, 111E PROTECTION FENCE TER THEN
NOTE. BE ADJUSTED AS REQUREDTO COMPLETE THE PROPOSED CONSTRUCTION.AFTER 24 - BLOCKD 2 _ 0 80 180 2A0
ALL UNMARKED LOTS SHALL RECEIVE IVVO CONSTRUCTION IN THIS AREA IS COMPLETED, THE PROTECTION FENCE SHALL BE ADJUSTED
MEDIUM CANOPY TREES. ALL LOTS OVER TO ITS ORIGINAL LOCATION. GRAPHIC SCALE IN FEET
`.A00 SF SHALL HAVE TWO NEWPLANTED 6. CONTRACTOR SHALL NOT PARK, CLEAN TOOL AND EQUIPMENTS OR STORE MATERIALS 23 _STREET G-
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TARP AN COUNTY, TEAS I
No. Uzosz9v]a
EXISTING TREE CANOPY ROW om 1DCC. NO. D215234243
I2]98� 63 _ DR T C T
195 4n
EXISTING TREE CANOPY IN PERMANENT 1514 418L
UTILITY EASEMENT
2
425 1��
203 � LHEAD]1)I
15_G
I33
BIOS 1 _ 5] i SE
4] 48 49 50 51 52 53 54� X 55 56 ' �/ / I /S� L PPI y
� 396 389X `
391 _ a \ v 1 32
395 ,• \13�
PROTECTION FENCE I 1
I I 18
RITICALROOT_E I I WiD SAI
DRIP LINE I EME T
� ITY OF O
D2
I O.R T.C.T
I I
—� INDIVIDUAL TREE PROTECTION
—TKA-N1RrT�v�E Nti F F'' TREE PROTECTION DETAILS
PRELIMINARY PLAT CASE NUMBER: PP-21-063is
�UFC22 -0116
UFP1 Pien Approved
Only.
(APPROVED 1
113Y Caleb 01 .R at 2:2] Pm, Aug W, 2022
TREE PROTECTION FENCE NOTES:
1. CHAIN LINK FENCE TO BE 12 GAUGE, VATH 1W DIAMETER
SCHEDULE 20 POSTS AT B'-0'OC MAX
2. NOEXISTINGTREESDESIGNATEDFORREMOVAL try FLOODPLAII
a 3. PROTECT ALL INDIVIDUAL TREES OR GROWTH OF TREES TO EASEMEN'
BE PRESERVED BY ERECTING A BARRIER AROUND EACH
TREE OR GROUP OF TREES.
4. INSTALL AND MAINTAIN BARRIER AT TREE DRIP UNE.
BARRIER SHALL REMAIN IN PLACE UNTIL REMOVAL IS I
y NECESSARY.
a 5. IN THE EVENT OF HEAW CONSTRUCTION IS SCHEDULED TO
OCCUR WTHIN THE DRIP LINE OFAN EXISTING TREE,
u CONTRACTOR SHALL ERECT A PROTECTION FENCE
3 OUTSIDE OF THE DRIP LINE UNTIL CONSTRUCTION IS
i SCHEDULED TO OCCUR, THE PROTECTION FENCE MAY THEN
�
BE ADJUSTED AS REQUIRED TO COMPLETE THE PROPOSED
CONSTRUCTION. AFTER CONSTRUCTION IN THIS AREA IS
COMPLETED,THEPROTECTION FENCE SHALLBE ADJUSTED
PIIB
TO ITS ORIGIN AL LOCATION
6. CONTRACTOR SHALL NOT PARK, CLEAN TOOL AND
EOUI PMEINTS OR STORE MATERIAL6 WITHIN THE DRIP UNE
1 E
OFANYTREE.�—
—
T. ALL ROOTS OVER I" IN DIAMETERSHALL BE CUTCLEAN BY A
_ IW
HAND SAW
A
v1J
� L-
OWNED/DEVELOPED BY:
D.R.HORTON - TEXAS, LTD/
3 6751 NORTH FREEWAY
FORT WORTH TX, TX 76131
817-230-0800
SE
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fi0 ,I17
BLOCKA � � to
REVISIONS
NO. DESCRIPTION DATE
I , SHIELD3I
UP
FRre _ A'_ 9 IierLSFIRM r oO 690
X
PRELIMINARY- FOR REVIEW ONLY
THESE DOCUMENTS ARE FOR DESIGN REVIEW
AND NOT INTENDED FOR CONSTRUCTION
BIDD NG OR PERMIT roBE6. THEY WERE
AE REDBY OR
UNDER SUPERVISI' OF C' wre
i�
0 80 1. 2N1
25'PERMANEN
WATER FACILI
GRAPHIC SCALE IN FEET
EASEMENT
CIT OF
CONSTRUCTION NOTES
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THE FOLLOWING AT LEAST 48 HOURS PRIOR iO
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FILE ZSO-_
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MAPSCOkTAR-ii]G
= CITY OF FORT WORTH, TEXAS
Q
a
HAMPTON TRACT PHASE 1
. j
URBAN FORESTRY EXHIBIT ~
Z
(Method I'B1e) O
a
DESIGNED:CFD SCALE: DATE: SHEET: a
DRAWM: C80 1'=80' JUL 2022 4 OF 8 T
APPENDIX
GC-4.01 Availability of Lands - None
GC-4.02 Subsurface and Physical Conditions —Geotechnical Report Provided
GC-4.04 Underground Facilities - None
GC-4.06 Hazardous Environmental Condition at Site -None
GC-6.06.1) Minority and Women Owned Business Enterprise Compliance — Not Required
GC-6.07 Wage Rates - Not Required
GC-6.09 Permits and Utilities - Urban Forestry Permit
GC-6.24 Nondiscrimination - None
GR-01 60 00 Product Requirements — COFW Water Department & TPW Standard Product List Provided
CITY OF FORT WORTH HAMPTON TRACT PHASE 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104313
Revised July 1, 2011
GR-01 60 00 PRODUCT REQUIREMENTS
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HAMPTON TRACT PHASE 2
CPN:104313
FORT WORTH.
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated:
03/07/2023
Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes.
Approval
IModel
INational
Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) '
`
07/23/97
33 05 13
Urethane Hydrophilic Waterstop
Asahi Kogyo K.K.
Adeka Ultra -Seal P-201
ASTM D2240/D412/1)792
04/26/00
33 05 13
Offset Joint for 4' Diam. MH
Hanson Concrete Products
Drawing No. 35-0048-001
04/26/00
33 05 13
Profile Gasket for 4' Diam. MH.
Press -Seal Gasket Corp.
250-4G Gasket
ASTM C-443/C-361
SS MH
1126199
33 05 13
HOPE Manhole Adjustment Rings
Ladtech, Inc
HDPE Adjustment Ring
Traffic and Non -traffic area
5/13/05
33 05 13
Manhole External Wrap
Canusa - CPS
WrapidSeal Manhole Encapsulation System
er - a1V1 Tors & Bases/Fiberglass 33-39-13 (1/8/13
1/26/99
33 39 13
Fiberglass Manhole
Fluid Containment, Inc.
Flowti[e
ASTM 3153
Non -traffic area
08/30/06
33 39 13
Fiberglass Manhole
L.F. Manufacturing
Non -traffic area
1
EI
Water & Sewer
- Manholes & Bases/Frames & Covers/Rectangular
33-05-13 (Rev 2/3/16)
1
33 05 13
IMaoholc Frames and Covers
Western Iron Works, Bass & Hays Foundry
1001
24"x40" WD
Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev
2/3/16)
3305 13
Manhole Frames and Covers
Western Iron Works, Bass & Hays Foundry
30024
24" Dia.
*
3305 13
Manhole Frames and Covers
McKinley Iron Works Inc.
A 24 AM
24" Dia.
08/24/18
3305 13
Manhole Frames and Covers
Neenah Foundry
R-1272
ASTM A48 & AASHTO M306
24" Dia.
08/24/18
3305 13
Manhole Frames and Covers
Neenah Foundry
R- 165-LM (Hinged)
ASTM A48 & AASHTO M306
24" Dia.
08/24/18
3305 13
Manhole Frames and Covers
Neenah Foundry
NF 1274
ASTM A48 & AASHTO M306
30" Dia.
08/24/18
3305 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
3305 13
Manhole Frames and Covers
Saint-Gobain Pipelines (Pamrex/rexus)
RE32-R8FS
30" Dia.
01/31/06
3305 13
30" Dia. MH Ring and Cover
East Jordan Iron Works
V1432-2 and V1483 Designs
AASFITO M306-04
30" Dia.
11/02/10
3305 13
30" Dia. MH Ring and Cover
Sigma Corporation
MH165IFWN & MH16502
30" Dia
07/19/1 t
3305 13
30" Dia. MH Ring and Cover
Star Pipe Products
NIH32FTWSS-DC
30" Dia
08/10/11
3305 13
30" Dia. MH Ring and Cover
Accucast
220700 Heavy Duty with Gasket Ring
30" Dia
30" ERGO XL Assembly
10/14/13
3305 13
30" Dia. MH Ring and Cover, (Hinged & Lockable)
East Jordan Iron Works
with Cam Lock/MPIC/T-Gasket
ASSFITO MI 05 & ASTM A536
30" Dia
1 06/01/17
3405 13
30" Dia. MH Ring and Cover (Hinged & Lockable) CI
SIP Industries
2280 (32")
ASTM A 48
30" Dia.
CAP-ONE-30-FTW, Composite, w/ Lack
0111111
33 OS 13
30" Dia. MH Ring and Cover
Composite Access Products, L.P.
w/o Hmg
30" Dia.
10/07/21
3405 13
30" Dia. MH Ring and Cover
Trumbull Manufacturing
32"(30") Frame and Cover
30" Dia.
Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/1�
33 05 13
Manhole Frames and Covers
Pont-A-Mousson
Pamtight
24" Dia.
*
3305 13
Manhole Frames and Covers
Neenah Casting
24" Dia.
*
3305 13
Manhole Frames and Covers
Western Iron Works,Bass & Hays Foundry
300-24P
24" Dia.
*
3305 13
Manhole Frames and Covers
McKinley Iron Works Inc.
WPA24AM
24" Dia.
03/08/00
3305 13
Manhole Frames and Covers
Accucast
RC-2100
ASTM A 48
24" Dia.
04/20/01
3305 13
Manhole Frames and Covers
(SIP)Semmpore Industries Private Ltd.
300-24-23.75 Ring and Cover
ASTM A 48
24" Dia.
wer - Manholes & Bases/Precast Concrete (2ev
33 39 10 Manhole, Precast Concrete
1/8/13
Hydro Conduit Corp
SPL Item 449
ASTM C 478
41"
*
33 39 10
Manhole, Precast Concrete
Wall Concrete Pipe Co. hic.
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
Oldeastle 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 PolymeriCo tcrete
US Composite Pipe
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"
1 10/07/21
33 3920
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
ASTM C-478; ASTM C-923;
03/07/23
33 3920
Manhole, Precast Concrete
AmeriTex Pi a and Products, LLC
48" & 10" I.D. Manhole w/32" Cone
ASTM C-443
03/07/23
33 3920
IManhole, Precast (Reinforced Pol er) Concrete
P3 Polymers, RockHards
48" & 60" I.D. Manhole w/32" Cone
04/28/07
IManholc, Precast (Reinforced Polymer) Concrete
Amitcch USA
Meyer Polycrete Pipe
Eater & Sewer - Manholes & Bases/Rehab Svstems/Cementitious —
EI-14
Manhole Rehab Systems
Quadex
04/23/01
EI-14
Manhole Rehab Systems
Standard Cement Materials, Inc.
Relmer MSP
E1-14
Manhole Rehab Systems
AP/M Permaform
4120101
E I-14
Manhole Rehab System
Strong Company
Strong Seal MS2A Rehab System
5/12/03
EI-14
Manhole Rehab System (Liner)
Triplex Lining System
MH repair product to stop infiltration
ASTM D5813
08/30/06
General Concrete Repair
FlexKrete Technologies
Vinyl Polyester Repair Product
Mise. Use
* From Original Standard Products List
CITY OF FORT WORTH
FORT WORTH. WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03/07/2023
Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes.
Approv pec No./ IManufacturer Model1. National Spec
Water &Sewer - an o es Bases/Rehab Svstems/NonCementitiousI mmmmw`
05/ 00/96 E1-14 Manhole Rehab Systems Sprayroa, Spray Wall Polyurethane Coating ASTM D639/D790
I 12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion) Structures Only
I01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1BB, Sl, S2 Acid Resistance Test Sewer Applications
I8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications
» v�33
nu�pP�ooung aPi ay��e.,eaaigolloull-
x `Structures
03/19/18
I
39 20� Coating for Corrosion orotection(Exterim)
Sherwin Williams
Grade (Asohatic Emulsion)
Only
I
33 05 13 Manhole Insert
ME
Knutson Enterprises
Made to Order - Plastic
ASTM D 1248
For 24" dia.
I *
33 05 13 Manhole Insert
South Western Packaging
Made to Order - Plastic
ASTM D 1248
For 24" dia. I
I *
3305 13 Manhole Insert
Noflow-Inflow
Made to Order - Plastic
ASTM D 1248
For 24" dia. I
I 09/23/96
3305 13 Manhole Insert
Scuthwestcon Packing & Seals, Inc.
Lifesaver - Stainless Steel
For 24" dia. I
I 09/23/96
3305 13 Manhole Insert
Southwestern Packing & Seals, Inc.
TetherLok - Stainless Steel
For 24" dia I
I
7111
ara e�Sewer - Pine Casim Spacers 33-05-24 (07/01/13)
I
04/02
Steel Band Casing Spacers
Advanced Products and Systems, Inc.
Carbon Steel Spacers, Model SI
IO2/02/93
Stainless Steel Casing Spacer
Advanced Products and Systems, Inc.
Stainless Steel Spacer, Model SSI
I04/22/87
Casing Spacers
Cascade Waterworks Manufacturing
Casing Spacers
I09/14/10
Stainless Steel Casing Spacer
Pipeline Seal and Insulator
Stainless Steel Casing Spacer
Up to 48"
I09/14/10
Coated Steel Casin Spacers
Pipeline Seal and Insulator
Coated Steel Cmin Spacers
Up to 48"
I 05/10/11
Stainless Steel Casing Spacer
Powerseal
4810 Powerchock
Up to 48"
03/19/18
Casing Spacers
BWM
SS-12 Casing Spacer(Stainleas Steel)
03/19/18
Casing Spacers
BWM
FB-12 Casing Spacer (Coated Carbon Steel)
for Nonyressme Pipe and Grouted Casing
03/29/22
33 05 13 Casing Spacers
CCI Pipeline Systems
CSC12, CSS12
PEW I
Water & Sewer - Pines/Ductile Iron 33-11-10(1/8/13)
I
*
33 11 10 Ductile Iron Pipe
Griffin Pipe Products, Co.
Super Bell-Tite Ductile Iron Pressure Pipe,
AW WA C150, C151
3" thrn 24"
OS/24/18
33 11 10 Ductile Iron Pipe
American Ductile Iron Pipe Co.
American Fastite Pipe (Bell Spigot)
AW WA C150, C151
4" thrn 30"
08/24/18
33 11 10 Ductile Iron Pipe
American Ductile Iron Pipe Co.
American Flex Ring (Restrained Joint)
AW WA C150, C151
4" thin 30"
*
33 11 10 Ductile Iron Pipe
U.S. Pipe and Foundry Co.
AW WA C150, C151
*
33 11 10 Ductile Iron Pipe
McWane Cast Iron Pipe Co.
AW WA C150, C151
I
Water & Sewer - Utility Line Marker (08/24/2018)
I
INEK I
ewer - Coatinss/EDoxv 33-39-60 (01/08/13)
I
02/25/02
Epoxy Lining System
Sauereisen, Inc
SewerGard 21 ORS
LA County 9210-1.33
I 12/14/01
Epmv Lining System
Ertech Technical Coatings
Ertcch 2030 and 2100 Series
I
I 04/14/05
Interim Ductile Iron Pipe Coating
Induron
Protecto 401
ASTM B-117
Ductile Iron Pipe Only I
I01/31/06
Coatings for Corrosion Protection
Chesterton
Arc 791, S1BB, Sl, S2
Acid Resistance Test
Sewer Applications I
I8/28/2006
Coatings for Corrosion Protection
Warren Environmental
S-301 and M-301
Sewer Applications I
I
INNE
Sewer - Coatings/Polvurethane
I
I
Sewer - Combination Air Valves
I
I 05/25/18
I
33-31-70
Air Release Valve
A.R.I. USA, Inc.
D121LTP02(Compwite Body)
2"
I
I
Sewer - PiDes/Concrete
I
I
E I-04
Conc, Pipe, Reinforced
Wall Concrete Pipe Co. Inc.
ASTM C 76
I
E I-04
Conc. Pipe, Reinforced
Hydro Conduit Corporation
Class III T&G, SPL Item #77
ASTM C 76
I
IE
I-04
Conc. Pipe, Reinforced
Hanson Concrete Products
SPL item
ASTM C 76
I
IE
I-04
Conc. Pipe, Reinforced
Concrete Pipe & Products Co. Inc.
ASTM C 76
I
I
Sewer - Pine Enlargment Svstem (Method)33-31-23 (01/18/13).
I
PIM Corporation
Polyethylene
PIM Corp., Fiscal, Way, N.J.
Approved Previously
�Plmswim
McConnell Systems
McLat Construction
Polyethylene
Houston, Texas
Approved Previously I
TRS Systems
Treachless Replacement System
Polyethylene
Calgary, Canada
Approved Previously I
I
Sewer- PiDe/Fibere
as)x s Wnforced/33-31-13(1/8/13)
I
Hobas Pipe USA, Inc.
Hobas Pipe (Non -Pressure)
ASTM D3262/D3754
I 7/21 /97
33 31 13
Cent. Cast Fiberglass (FRP)
I 03/22/10
33 31 13
Fiberglass It,. (FRP)
Ameroa
Bondstrand RPMP Pipe
AST-.3262-3154
I
04/09/21
33 31 13
Glass -Fiber Reinforced Polviner Pipe FRP
Thompson Pie Group
Thompson Pipe Flowtite
ASTM D3262/D3754
03/07/23
3331 13
Fiberglass Pioe (FRP)
Future Pine Industries
Fiberstron¢ FRP
ASTM D3212. ASTM D3681.
ASTM D4161. AW WA M45
Sewer - PiDe/Polvmer Pine
4/14/OS Polvmer Modified Concrete Pioe Amnech USA Mover Polycrete Pipe ASTM C33, A276, F477 8" tp 1112", Class V
I06/09/10 El-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pioe ASTM C-76 I
I I
�PiDes/HDPE 33-31-23(1/8/13)
* From Original Standard Products List
FORT WORTH®
Note: All water or
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
than 1S inch diameter shall be approved for use by the Water Department on a proiect specific basis. Special bedding may be required for some
Updated: 03/07/2023
I '
ihdsity polyethylene pipe
Phillips Dnswpipe, Inc
Opticore Ductile Polyethylene Pipe
ASTM D 1248
8" I
*
High -density polyethylene pipe
�I'ii�gh_d_msitv
PIexco Inc.
ASTM D 1248
8"
*
High -density polyethylene pipe
Polly Pipe, Inc.
ASTMD 1248
8"
polyethylene pipe
CSR Hydro CondmUPipelme Systems
McConnell Pipe Enlargement
ASTM D 1248
Sewer - PiDes/PVC (Pressure Sewer) 33-11-12 (4/1/13)
12/02/11
33-11-1�
DR -Id PVC Pressure Pipe
Apelife Jetstream
PVC Pressure Pipe
AWWA C900
4"thru 12"
10/22/14
33-11-12
DR-14 PVC Pressure Pipe
Royal Building Products
Royal Seal PVC Pressure Pipe
AW WA C900
4" thin 12"
33-31-20
PVC Sewer Pipe
1-M Manufacturing Co., Inc. (JM Eagle)
SDR-26
ASTM D 3034
4" - 15"
12/23/97*
33-31-20
PVC Sewer Pipe
Diamond Plastics Corporation
SDR-26
ASTM D 3034
4" thin 15"
*
33-31-20
PVC Sewer Pipe
Lamson Vylon Pipe
ASTM F 789
4" thin 15"
01/18/18
33-31-20
PVC Sewer Pipe
Vinyltech PVC Pipe
Gravity Sewer
ASTM D3034
4" thin 15"
11/11/98
33-31-20
PVC Sewer Pipe
Diamond Plastics Corporation
"S" Gravity Sewer Pipe
ASTM F 679
18" to 27"
*
33-31-20
PVC Sewer Pipe
J-M Manufacturing Co, Inc. (JM Eagle)
SDR 26/35 PS 115/46
ASTM F 679
18" - 28"
09/11/12
33-31-20
PVC Sewer P�Re
P,qq life Jet Stream
SDR-26 and SDR-35
ASTM F-679
18"
05/06/05
33-31-20
PVC Sohd Wall Pipe
Doamond Plastics Corporation
SDR 26/35 PS 115/46
ASTM F-679
18" to 48"
04/27/06
33-31-20
PVC Sewer Fittings
Harco
SDR-26 and SDR-35 Gasket Fittings
ASTM D-3034, D-1784, etc
4" - 11"
*
33-31-20
PVC Sewer Fittings
Plastic Trends, Ina.(Westlake)
Gasketed PVC Sewer Main Finings
ASTM D 3034
1 3/19/2018
33 3120
PVC Sewer Pipe
Pipelife Jet Stream
SDR 35
ASTM F679
18"- 24"
1 3/19/2018
33 3120
PVC Sewer Pre
Pipelife Jet Stream
SDR 26
ASTM D3034
4"- 15"
1 3/29/2019
33 3120
Gasketed Fittings (PVC)
GPK Products, Inc.
SDR 26
ASTM D3034/F-679
4"- 15"
1 10/21/2020
33 3120
PVC Sewer Pipe
NAPCO(Westlake)
SDR 26
ASTM D3034
4" - 15"
1 10/22/2020
33 3120
PVC Sewer Pipe
Sanderson Pipe Corp.
SDR 26
ASTM D3034
4"- 15"
1 10/21/2020
33 3120
PVC Sewer Pipe
NAPCO(Westlake)
SDR 26/35 PS 115/46
ASTM F-679
18"- 36"
*
_
Cured in Place I'm
In if— Texark, Inc
ASTM F 1216
05/03/99
Cured in Place Pipe
National Envionech Group
National Liner, (SPL) Item #27
ASF-1216/D-5813
05/29/96
Cured in Place Pipe
Remolds Inc/Inliner Technolgy (Inliner USA)
Inliner Technology
ASTM F 1216
Sewer - Pioes/Rehab/Fold & Form
Fold and Form Pipe
Cullum Pipe Systems, Inc.
11/03/98
Fold and Form Pipe
Insimfimn Technologies, Inc.
Insim "NuPIPe"
ASTM F-1504
Fold and Form Pipe
American Pipe & Plastics, Inc.
Demo. Purpose Only
12/04/00
Fold and Form Pipe
Ultralmer
Ultraliner PVC Alloy Pipeliner
ASTM F-1504, 1871, 1867
06/09/03
Fold and Form Pipe
Miller Pipeline Corp.
EX Method
ASTM F-1504, F-1947
Up to 18" diameter
Sewer - PiDes/ODen Prot -de Larixe Diameter i
09/26/91
E100-2
PVC Sewer Pipe, Ribbed
Lamson Vylon Pipe
Carlon Vylon H.C. Closed Profile Pipe,
ASTM F 679
18" to 48"
09/26/91
E100-2
PVC Sewer Pipe, Ribbed
Extrusion Technologies, Inc.
Ultra -Rib Open Profile Sewer Pipe
ASTM F 679
18" to 48"
E100-2
PVC Sewer Pipe, Ribbed
Up -or ETI Company
11/10/10
(E100-2)
Polypropylene (PP) Sewer Pipe, Double Wall
Advanced Drainage Systems (ADS)
SaniTite HP Double Wall (Corrugated)
ASTM F 2736
24"-30"
11/10/10
(E100-2)
Polypropylene (PP) Sewer Pipe, Triple Wall
Advanced Drainage Systems (ADS)
SamTite HP Triple Wall Pipe
ASTM F 2764
30" to 60"
05/16/11
Steel Reinforced Polyethylene Pipe
ConTech Construction Products
Durmaxx
ASTM F 2562
24" to 72"
* From Original Standard Products List
CITY OF FORT WORTH
FORT
WORTH.
WATER DEPARTMENT
STANDARD PRODUCT
LIST
Updated: 03/07/2023
Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes.
Approval
Spec I
on
1W
Manufacturer
Model1.
National Spec
Water - Aoour�enancesgig -10 (07/Ol/13)qM
Pr
Ol/18/18
33-12-10
Double Strap Saddle
Romac
202NS Nylon Coated
AWWA C800
1"-2"SVC,up to 24 "Pipe
08/28/02
Double Strap Saddle
Smith Blair
4317 Nylon Coated Double Strap Saddle
07/23/12
33-12-10
Double Stra Service Saddle
Mueller Company
DR2S Double SS Stra DI Saddle
W
AWWA C800
1"-2" SVC, u to 24" Pipe
03/07/23
33-12-10
Double Soup Service Saddle
Powerseal
3450AS, Inc. Corp. Stop, Dbl Spur, Stainless
NSF ANSI 372
1"-2" SVC, up to 24" Pipe
10/27/87
Curb Stops -Ball Meter Valves
McDonald
6100M,6100MT & 610MT
3/4" and 1"
10/27/87
Curb Stops -Ball Meter Valves
McDonald
4603B, 4604B, 610UM, 6100TM and 6101M
1 h" and 2"
FB600-7NL, FB1600-7-NL, FV23-777-W-NL,
1/25/2018
33-12-10
Curb Stops -Ball Meter Valves
Ford Meter Box Co., Inc.
-2-7-L
AWWA C800
2"
FB600-6-NL, FB1600-6-NL, FV23-666-W-
1111018
33-12-10
Curb Stops -Ball Meter Valves
Ford Meter Box Co., Inc.
NL, L22-66NL
AWWA C800
1-1/2"
FB600-4-NL, FB1600-4-NL, Bt 1-444-WR-
1111018
33-12-1.
Curb Stops -Ball Meter Valves
Ford Meter Box Co., Inc.
NL, B22444-WR-NL, L28-44NL
AWWA C800
I "
13-25000N, B-24277N-3, B-20200N-3, H-
AWWA C800, ANSF 61,
5/25/2018
33-12-10
Curb Stops -Ball Meter Valves
Mueller Co., Ltd.
15000N, , H-1552N, H142276N
ANSI/NSF 372
_
B-25000N, B-20200N-3, B-24277N-3,H-
AWWA C800, ANSF 61,
1111.1.
33-12-1.
Curb Stops -Ball Meter Valves
Mueller Co., Ltd.
15000N, H-14276N, H-15525N
ANSI/NSF 372
1-112"
5/25/2018
33-12-10
Curb Stops -Ball Meter Valves
Mueller Co., Ltd.
15530N
ANSI/NSF 372
I"
01/26/00
Coated Tapping Saddle with Double SS Straps
1CM Industries, Inc.
4406 Double Band SS Saddle
1"-2" Taps on up to 12"
0/5/21/12
33-12-25
Tapping Sleeve (Coated Steel)
1CM Industries, Inc.
412 Tapping Sleeve ESS
AWWA C-223
Up to 30" w/12" Out
03/29/22
33-12-25
Tapping Sleeve (Coated or Stainless Steel)
1CM Industries, Inc.
415 Tapping Sleeve
AWWA C-223
Concrete Pipe Only
05/10/11
Tapping Sleeve (Stainless Steel)
Powerseal
3490AS (Flange) & 3490MJ
4"-8" and 16"
02/29/12
33-12-25
Tapping Sleeve (Coated Steel)
Romac
FTS 420
AWWA C-223
U p to 42" w/24" Out
02/29/12
33-12-25
Tapping Sleeve (Stainless Steel)
Romac
SST Stainless Steel
AWWA C-223
Up to 24" w/12" Out
02/29/12
33-12-25
Tapping Sleeve (Stainless Steel)
Romac
SST III Stainless Steel
AWWA C-223
Up to 30" w/12" Out
05/10/11
Joint Repair Clamp
Powerseal
3232 Bell Joint Repair Clamp
4" to 30"
Plastic Meter Box w/Composite Lid
DFW Plastics lnc.
DFW37C-12-lEPAFFTW
Plastic Meter Box w/Composite Lid
DFW Plastics lnc.
DFW39C-12-lEPAFFTW
08/30/06
Plastic Meter Box w/Composite Lid
DFW Plastics Inc.
DFW65C-14-1EPAF FTW
Class "A"
Concrete Meter Box
Bass & Hays
CMB37-B12 1118 LID-9
Concrete Meter Box
Bass & Hays
CMB-18-Dual 1416 LID-9
Concrete Meter Box
Bass & Hays
CMB65-B65 1527 LID-9
and Gaskets
r
Water - Combination Air Release 33-31-70 (01/08/13)
1
E I -I I
Au Release Valve
GA Industries, Inc.
Empve Air and Vacuum Valve, Model 935
ASTM A 126 Class B, ASTM A
1" &W21'
*
EI-11
[ourbiration
ombmation Au Release Valve
Multiplex Manufacturing Co.
Crispin Air and Vacuum Valves, Model No.
1/2", 1" & 2"
EI-11
ombination Air Release Valve
Valve and Primer Corp.
APCO #143C, #145C and #147C
1", 2" & 3"
Water 4WRarrel Fire Hvdrant
10/Ol/87
E-1-12
Dry Barrel Fire Hydrant
American -Darting Valve
Drawing Nos. 90-18608, 94-18560
AWWA C-502
03/31/88
E-1-12
Dry Barrel Fire Hydrant
American Darling Valve
Shop Drawing No. 94-18791
AWWA C-502
09/30/87
E-1-12
Dry Barrel Fire Hydrant
Clow Corporation
Shop Drawing No. D-19895
AWWA C-502
01/12/93
E-1-12
Dry Barrel Fire Hydrant
American AVK Company
Model 2700
AWWA C-502
08/24/88
E-1-12
Dry Barrel Fire Hydrant
Clow Corporation
Drawings D20435, D20436, B20506
AWWA C-502
E-1-12
Dry Barrel Fire Hydrant
ITT Kennedy Valve
Shop Drawing No. D-80783FW
AWWA C-502
0.1.7
E-1-12
Dry Barrel Fire Hydrant
M&H Valve Company
Shop Drawing No. 13476
AWWA C-502
Shop Drawings No. 6461
t0/14/87
E-1-12
Dry Barrel Fire Hydrant
Mueller Company
A-423 Centurion
AW WA C-502
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
E-1-12
Dry Barrel Fire Hydrant
American Flow Control (AFC)
Waterous Pacer WB67
AWWA C-502
08/12/16
33-12-40
Dry Barrel Fire Hydrant
EJ (East Jordan Iron Works)
WaterMastu 5CD250
I
02/05/93
E101-5
Detector Check Meter
Ames Company
Model 1000 Detector Check Valve
AWWA C550
4" - 10"
08/05/04
Magnetic Drive Vertical Turbine
Hersey
Magnetic Drive Vertical
AWWA C701, Class 1
3/4" - 6"
* From Original Standard Products List
CITY OF FORT WORTH
FORT WORTH. WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03/07/2023
Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes.
Approval
IModel
INational
Water -Pines/PVC(Pressure Waterl33-31-70(01/08/13) W MEL M`
—AL
I 01/18/18
33-11-12
PVC Pressure Pipe
Vinyltech PVC Pipe
DR14
ASTM D1784
V-12" I
I 3/19/2018
33 11 12
PVC Pressure Pipe
Pinelife Jet Stream
DR14
AWWA C900
4"-12" I
I 3/19/2018
3311 12
PVC Pressure Pipe
Pipelife Jet Stream
DR18
AWWA C900
16"-24" I
I 5/25/2018
3311 12
PVC Pressure Pipe
Diamond Plastics Corporation
DR 14
AWWA C900
4"-12" I
5/25/2018
3311 12
PVC Pressure Pipe
Diamond Plastics Corporation
DR 18
AWWA C900
16"-24"
AWWA C900-16
UL 1285
12/6/2018
3311 12
PVC Pressure Pipe
J-M Manufacnrring Co., Inc d/b/a JM Eagle
DR 14
ANSI/NSF 61
4"-28"
FM 1612
12/6/2018
3311 12
PVC Pressure Pipe
J-M Manufacturing Co., Inc d/b/a JM Eagle
DR 18
°
16"-24"
9/6/2019
3311 12
PVC Pressure Pipe
Underground Solutions Inc.
DR14 Fusible PVC
AWWA C900
4" - 8"
9/6/2019
33 11 12
PVC Pressure Pipe
NAPCO(Weatlake)
DR18
AWWA C900
16"-24"
9/6/2019
331112
PVC Pressure Pipe
NAPCO(Westlake)
DR14
AWWA C900
4"-12"
9/6/2019
3311 12
PVC Pressure Pipe
Sanderson Pipe Corp.
DR14
AWWA C900
4"- 12"
I
Water - Pines/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)
I
77/1/107/23/92
EI-07
Ductile Iron Fittings
Star Pipe Products, Inc.
Mechanical Joint Finings
AW WA C153 & C110
I *
EI-07
Ductile Iron Fittings
Griffin Pipe Products, Co.
Mechanical Joint Fittiq @
AWWA C 110
I *
E1-07
Ductile Iron Fittings
McWane/Tyler Pipe/ Union Unlmes Division
Mechanical Joint Finings, SSB lass 350
AWWA C 153, C 110, C III
I 08/11/98
E1-07
Ductile Iron Fittings
Sigma, Co.
Mechanical Joint Finings, SSB Class 351
AWWA C 153, C 110, C 112
I 02/26/14
E1-07
MJ Fittings
Accucast
Class 350 C-153 MJ Finings
AW WA C153
4"-12"
I 05/14/98
E1-07
Ductde Iron Joint Restraints
Ford Meter Box Co./Uni-Flange
Uni-Flange Series 1400
AW WA C111/C153
4" to 36"
I 05/14/98
E1-24
PVC Joint Restraints
Ford Meter Box Co./Uni-Flange
Uni-Flange Series 1500 Circle -Lock
AW WA C111/C153
4" to 24"
I 11/09/04
E1-07
Ductde Iron Joint Restraints
One Bolt, Inc.
One Bolt Restrained Joint Fitting
AWWA C111/C116/C153
4" to 12" I
I 02/29/12
33-11-11
Ductile Iron Pipe Mechanical Joint Restraint
EBAA Iron, Inc.
Megalug Series 1100 (for DI Pipe)
AWWA C111/C116/C153
4" to I" I
I 02/29/12
33-11-11
PVC Pipe Mechanical Joint Restraint
EBAA Iron, hic.
Megalug Series 2000 (for PVC Pipe)
AWWA C111/C116/C153
4" to 24" I
I 08/05/04
E1-07
Mechanical Joint Retainer Glands(PVC)
Sigma, Co.
Sigma One-Lok SLC4 - SLC10
AW WA C111/C153
4" to 10" I
I 03/06/19
33-11-11
Mechanical Joint Retainer Glands(PVC)
Sigma, Co.
Sigma One-Lok SLCS4 - SLCS12
AW WA CI11/C153
4" to 12" I
I 08/05/04
E1-07
Mechanical Joint Retainer Glands(PVC)
Sigma, Co.
Sigma One-Lok SLCE
AW WA C111/C153
12" to 24" I
I 08/10/98
E1-07
MI Fiffir IP)
Sigma, Co.
Sigma One-Lok SLDE
AW WA C153
4" - 24" I
I 10/12/10
E1-24
Interim Restrained Joint System
S & B Techncial Products
Bulldog System ( Diamond Lok 21 & JM
ASTM F-1624
4" to 12" I
I 08/16/06
E1-07
Mechanical Joint Fittings
SIP Industries(Serampore)
Mechanical Joint Fittings
AW WA C153
4" to 24" I
I 11/07/16
33-11-11
Mechanical Joint Retainer Glands
Star Pipe Products, Inc.
PVC Stargrip Series 4000
ASTM A536 AW WA CI I I
I
I 11/07/16
33-11-11
Mechanical Joint Retainer Glands
Star Pipe Products, Inc.
DIP Stmgrip Series 3000
ASTM A536 AW WA CI I I
I
EZ Grip Joint Restraint (EZD) Black For DIP
03/19/18
33-1141
Mechanical Joint Remmer Glands
SIP Industries(Serampore)
ASTM A536 AW WA CI I I
3"-48"
EZ Grip Joint Restraint (EZD) Red for C900
03/19/18
33-11-11
Mechanical Joint Retainer Glands
SIP Industries(Serampore)
DRl4 PVC Ape
ASTM A536 AW WA CI I I
4"-12"
03/19/18
33-11-11
Mechanical Joint Retainer Glands
SIP Industries(Serampore)
�` vuP, V11i. nn, oa„ �,.1.�`VJ nGLL �V1 �J°✓
ASTM A536 AW WA CI11
16"-24"
I
�ffk/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15).
I
Resilient Wedged Gate Valve w/no Gears
American Flow Control
Series 2500 Drawing # 94-20247
16"
I 12/13/02
Resilient Wedge Gate Valve
American Flow Control
Series 2530 and Series 2536
AWWA C515
30" and 36" I
I 08/31/99
Resilient Wedge Gate Valve
American Flow Control
Series 2520 & 2524 (SD 94-20255)
AWWA C515
20" and 24" I
I 05/18/99
Resilient Wedge Gate Valve
American Flow Control
Series 2516 (SD 94-20247)
AWWA C515
16" I
I 10/24/00
E1-26
Resilient Wedge Gate Valve
American Plow Control
Series 2500 (Ductile Iron)
AWWA C515
4" to 12" I
I 08/05/04
Resilient Wedge Gate Valve
American Flow Control
42" and 48" AFC 2500
AWWA C515
42" and 48" I
I 05/23/91
E1-26
Resilient Wedge Gate Valve
American AVK Company
American AVK Resilient Seeded GV
AWWA C509
4" to 12" I
I01/24/02
E1-26
Resilient Wedge Gate Valve
American AVK Company
20" and smaller I
I *
E1-26
Resilient Seated Gate Valve
Kennedy
4" - 12" I
I
E1-26
Resilient Seated Gate Valve
M&H
4" - 12" I
I *
E1-26
Resilient Seated Gate Valve
Mueller Co.
4" - 12" I
I 11/08/99
Resilient Wedge Gate Valve
Mueller Co.
Series A2361 (SD 6647)
AWWA C515
16" I
I 01/23/03
Resilient Wedge Gate Valve
Mueller Co.
Series A2360 for 18"-24" (SD 6709)
AWWA C515
24" and smaller
I 05/13/05
Resilient Wedge Gate Valve
Mueller Co.
Mueller 30" & 36", C-515
AW WA C515
30" and 36"
I 01/31/06
Resilient Wedge Gate Valve
Mueller Co.
Mueller 42" & 48", C-515
AW WA C515
42" and 48"
I 01/28/88
EI-26
Resilient Wedge Gate Valve
Clow Valve Co.
AWWA C509
4" - 12"
I 10/04/94
Resilient Wedge Gate Valve
Clow Valve Co.
16" RS GV (SD D-20995)
AW WA C515
16"
I 11/08/99
EI-26
Resilient Wedge Gate Valve
Clow Valve Co.
Clow RW Valve (SD D-21652)
AW WA C515
24" and smaller
I 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 We Gate Valve
Clow Valve Co.
Clow Valve Model 2638
AWWA C515
24" to 48" (Nora 3)
05/08/91
E1-26
Resilient Seat Gate Valve
Stockham Valves & Fittings
AWWA C 509, ANSI 420 - stem,
4" - 12"
I
E1-26
Resilient Seated Gate Valve
U.S. Pipe and Foundry Co.
Meinesea1250, regwremerts SPL #74
3" to 16"
11/26/16
33-12-20
Resilient Seated Gate Valve
EJ (East Jordan Iron Works)
EJ F1owMa uer Gat. Valve & Box.s
08/24/18
I
Mateo Gate Valve
Matco-Norca
225 MR
AWWA/ANSI C115/An21.15
4" to 16"
I
* From Original Standard Products List
FORT WORTH®
Note: All water or
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
than 1S inch diameter shall be approved for use by the Water
basis.
for some
Updated: 03/07/2023
I *
E1-30 Rubber Seated Butterfly Valve
Henry Pratt Co.
AW WA C-504
24" I
*
E1-30 Rubber Seated ButterFly Valve
Mueller Co.
AW WA C-504
24"and smaller
1/11/99
E1-30 Rubber Seated Butterfly Valve
De ik Valves Co.
AW WA C-504
24" and larger
06/12/03
E1-30 Valmatm American Butterfly Valve
Valmanc Valve and Manufacturing Com.
Valmatic American Butterfly Valve.
AW WA C-504
Up to 84" diameter
04/06/07
E1-30 Rubber Seated Butterfly Valve
M&H Valve
M&H Style 4500 & 1450
AW WA C-504
24" to 48"
03/19/18
33 12 21 Rubber Seated Butterfly Valve
G. A. Industries (Golden Anderson)
AW WA C504 Butterfly Valve
AW WA C-504
30"-54"
Water�ne Encasement 33-11-10 (01/08/13)
05/12/OS
EI-13 Polyethylene Encasment
Fl-aol Packaging
Fulton Enterprises
AW WA C105
8 mil LLD
05/12/05
EI-13 Polyethylene Encasment
Mountain States Plastics (MSP) and AEP Ind.
Standard Hardware
AW WA C105
8 mil LLD
05/12/05
E1-13 Polyethylene Encasment
AEP Industries
Bullstrong by Cowtown Bolt & Gasket
AW WA C105
8 mil LLD
09/06/19
33-11-11 Polyethylene Encasment
Northtown Products Inc.
PE Encasement for DIP
AW WA C105
8 mil LLD
Water - Samolint= Station
03/07/23
33 12 50 Iwatcr Sam lin Station I
Eclipse
Number 88, 12-inch Depth of Bur
As shown in spec. 33 12 50
ot/21/20
Water - Automatic Flusher
Automated Flushing System
Mueller Hydrogaud
HG2-A-IN-2-PVC-018-LPLG(Permanent)
04/09/21
Automated Flushing System
Kupf le Foundry Company
Eclipse #9800wc
04/09/21
Automated Flushing System
Kupf le Foundry Company
Eclipse 99700 (Portable)
* From Original Standard Products List
FORT WORTH.,
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 09/07/2023
Approval
Spec No.
Concrete
Classification
Manufacturer
Model No. National Spec
9/9/2022
03 30 00
Mix Design
American Concrete Company
30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps
9/9/2022
03 30 00
Mix Des�n
American Concrete Company
01JAF382 1000 psi Concrete Base Material for Trench Repair
9/9/2022
03 30 00
Mix Design
American Concrete Company
40CNF065 4000 psi Concrete for Manholes & Utility Structures
9/9/2022
03 30 00
Mix Design
American Concrete Company
45CAF076 4500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Argos
DIOOO0001737 4500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Argos
DIOOO0001791 4500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Argos
DIOOO0001793 4500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Argos
DIOOO0001103 4500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Argos
DIOOO0002107 4500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Argos
DIOOO0001273 4500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Argos
DIOOO0001617 3600 psi Concrete for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
Argos
DIOOO0008381 4500 psi Concrete for HES Paving
9/9/2022
03 30 00
Mix Design
Argos
DIOOO0009857 50 psi Flowable Fill - CLSM
9/9/2022
03 30 00
Mix Design
Argos
DIOOO0001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter
9/9/2022
03 30 00
Mix Design
Argos
DIOOOOO1043S 3000 psi Concrete for Sidewalks, Curbs
9/9/2022
03 30 00
Mix Design
Argos
DIOOOOO1565S 3000 psi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps
9/9/2022
03 30 00
Mix Design
Argos
DIOOOOO1615 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking
9/9/2022
03 30 00
Mix Design
Argos
DIOOO0001061 3600 psi Concrete for hilets, Boxes, Encasement, Blocking
9/9/2022
03 30 00
Mix Design
Argos
DIOOO0001083S 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking
9/9/2022
03 30 00
Mix Design
Argos
DIOOO0001083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking
9/9/2022
03 30 00
Mix Design
Argos
DIOOO0001685 4000 psi Concrete for Valve Pads
9/9/2022
03 30 00
Mix Design
Argos
DIOOO0005751 750 Psi Concrete Base for Trench Repair
9/9/2022
03 30 00
Mix Design
Argos
DI OOO0001681 4000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters
9/9/2022
03 30 00
Mix Design
Big D Concrete
7SKGRT 3000 psi Concrete for Grouting
9/9/2022
03 30 00
Mix Design
Big D Concrete
14500AE 4500 psi Concrete for High Early Strength Paving
5/2/2023
32 13 13
Mix Design
Big D Concrete
CM14520AE 4500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Big Town Concrete
452065-1 4500 psi hand placed paving
9/9/2022
03 30 00
Mix Desri
Big Town Concrete
450065-1 4500 psi hand placed paving
9/9/2022
03 30 00
Mix Design
Borneo Texas
45U500BG 4500 psi Concrete Mix for Hand Placed Paving, Storm Structures
9/9/2022
03 30 00
Mix Desri
Borneo Texas
40U553BG 4000 psi Concrete Mix for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
Borneo Texas
55UI20AG 4000 psi Concrete Mix for High Early Strength Paving
9/9/2022
03 30 00
Mix Design
Borneo Texas
30U100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
Borneo Texas
30U101AG 3000 psi Concrete Mix for Flatwork
9/9/2022
03 30 00
Mix Design
Bumco Texas
30U500BG 3000 psi Concrete Mix for Blocking, Encasement, Curb Inlets, Junction Boxes, Fire Hydrant Pads, Driveways, Curb & Gutters,
Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
Borneo Texas
40U500BG 4000 psi Concrete Mix for Storm Drain Structures, Driveways, Screen Walls, Collars
9/9/2022
03 30 00
Mix Design
Borneo Texas
36U500BG 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations
9/9/2022
03 30 00
Mix Design
Borneo Texas
08Y450BA 800 psi Concrete Mix for Base for Trench Repair
9/9/2022
03 30 00
Mix Design
Borneo Texas
OIY690BF 100 psi Concrete Mix for Flowable Fill
4/1/2023
03 34 16
Mix Design
Borneo Texas
IOYH50BF 1000 psi Concrete Base Material for Trench Repair
9/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC602021 4500 psi concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC552091 3600 psi for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC602091 3600 psi for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC359101 Flowable Fill - CLSM
9/9/2022
03 30 00
Mix Design
Carder Concrete
FWFF237501 Flowable Fill - CLSM
9/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches
9/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC502021 3500 psi concrete for Sidewalks, Driveways, Ramps, Curb & Gutter
9/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork
9/9/2022
03 30 00
Mix Design
Charley's Concrete
4142 3600 psi Concrete for Curb Inlets, Junction Boxes
9/9/2022
03 30 00
Mix Design
Charley's Concrete
4518 4000 psi Concrete for Headwalls, Wingwalls
9/9/2022
03 30 00
Mix Design
Charley's Concrete
5167 3600 psi Concrete Mix for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
Charley's Concrete
4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes
9/9/2022
03 30 00
Mix Design
Charley's Concrete
6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes
9/9/2022
03 30 00
Mix Design
Charley's Concrete
4502 3000 psi Concrete Mix for Sidewalks
9/9/2022
03 30 00
Mix Design
Charley's Concrete
3759 3000 psi Concrete Mix for Sidewalks
9/9/2022
03 30 00
Mix Design
Charley's Concrete
1502 150 psi Concrete for Flowable Fill-CLSM
9/9/2022
03 30 00
Mix Design
Charley's Concrete
1518 150 Psi Concrete for Flowable Fill-CLSM
9/9/2022
03 30 00
Mix Design
Charley's Concrete
5642 4000 psi Concrete for Storm Drain Structures
9/9/2022
03 30 00
Mix Design
Charley's Concrete
6595 5000 psi Concrete Mix for High Early Strength Paving
9/9/2022
03 30 00
Mix Design
Charley's Concrete
6589 4500 psi Concrete Mix for High Early Strength Paving
9/9/2022
03 30 00
Mix Design
Chisholm Trail Redi Mix
CI3020AE 3000 psi Concrete for Driveways, Curb & Gutter
9/9/2022
03 30 00
Mix Design
City Concrete Company
11-350-FF 50-150 psi Concrete for Flowable Fill-CLSM
FORT WORTH,.,
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 09/07/2023
Approval
Spec No. Classification
Concrete (Continued)
Manufacturer
Model No. National Spec
9/9/2022
03 30 00
Mix Design
City Concrete Company
30HA25II 3000 psi Concrete for Rip -Rap
9/9/2022
03 30 00
Mix Design
City Concrete Company
30HA20II 3000 psi Concrete Mix for Blocking, Sidewalks, Flatwork, Pads
9/9/2022
03 30 00
Mix Design
City Concrete Company
45NG25II 3600 psi Concrete Mix for Drilled Shafts/Lighting and Traffic Signal Foundations
9/9/2022
03 30 00
Mix Des�in
City Concrete Company
50QG25II 3600 psi Slurry Displaced Drilled Shaft
9/9/2022
03 30 00
Mix Design
City Concrete Company
45NA20II 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
City Concrete Company
36LA2011 3600 psi Concrete Mix for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
City Concrete Company
36JA00IJ 3600 psi Concrete Mix for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
City Concrete Company
40LA2011 4000 psi Concrete Mix for Storm Drain Structures
11/16/2022
03 30 00
Mix Design
City Concrete Company
CLNG25II 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations
5/5/2023
03 30 00
Mix Design
City Concrete Company
CCNA25OAG 3600 psi Concrete for Drilled ShaftsLighting and Traffic Signal Foundations
5/5/2023
03 30 00
Mix Design
City Concrete Company
CSSQA25OAG 3,600 psi Concrete for Slurry Displacement Shafts, Underwater Shafts
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps
9/9/2022
03 34 13
Mix Design
Cow Town Redi Mix
9 70 psi Flowable Fill - CLSM
9/9/2022
03 34 13
Mix Design
Cow Town Redi Mix
9-5-2 70 psi Flowable Fill - CLSM
9/9/2022
03 34 13
Mix Design
Cow Town Redi Mix
220-8 50 psi Concrete Mix for Flowable Fill - CLSM
9/9/2022
03 34 13
Mix Design
Cow Town Redi Mix
320-8 50 psi Concrete Mix for Flowable Fill - CLSM
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
230-8 750 psi Concrete Base Material for Trench Repair
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
330-58 750 psi Concrete Base Material for Trench Repair
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
260-1 3600 psi Concrete Mix for Headwalls
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
260-2 3600 psi Concrete Mix for Box Culverts, Headwalls
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
264-N 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Desgn
Cow Town Redi Mix
366 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
265 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Des�in
Cow Town Redi Mix
365 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
370-NC 4500 psi Concrete for HES Paving
9/9/2022
03 30 00
Mix Des�in
Cow Town Redi Mix
370-INC 5000 psi Concrete for HES Paving
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
375-NC 5000 psi Concrete for HES Paving
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
267 4200 psi Concrete Mix for Manholes and Drainage Structures
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
270 5000 psi Concrete Mix for Cast -in -Place Box Culverts
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
370 5000 psi Concrete Mix for Cast -in -Place Box Culverts
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
257 3600 psi Concrete mix for Valley Gutters
11/14/2022
32 13 13
Mix Design
Cow Town Redi Mix
357-M 3600 psi Concrete Mix for Machine Placed Paving
9/9/2022
33 13 13
Mix Design
Cow Town Redi Mix
257-M 3600 psi Concrete Mix for Machine Placed Paving
9/9/2022
34 13 13
Mix Design
Cow Town Redi Mix
260-M 4000 psi Concrete Mix for Machine Placed Paving
9/9/2022
35 13 13
Mix Design
Cow Town Redi Mix
360-M 4000 psi Concrete Mix for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
255-LP 3000 psi Concrete Mix for Curb & Gutter
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
355-LP 3000 psi Concrete Mix for Curb & Gutter
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
357 3600 psi Concrete Mix for Valley Gutters
6/21/2023
03 30 00
Mix Design
Cow Town Redi Mix
360-DS 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundation
1/18/2023
03 30 00
Mix Design
Cow Town Redi Mix
380-NC 4500 psi Concrete for HES Paving
9/9/2022
03 30 00
Mix Design
GCH Concrete Services
GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Drain Structures
9/9/2022
03 30 00
Mix Design
GCH Concrete Services
GCHV5 4000 psi Concrete for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
GCH Concrete Services
GCH4500 4500 psi Concrete Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-7OJ23504 3000 psi Concrete for Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-056PS5D5 4000 psi Concrete Machine Placed Paving
9/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR- I OMQS50N 4500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
161PS5EM 4500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps
4/7/2023
03 30 00
mix Design
Ingram Concrete & Aggregates
IOLQS50N 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
9/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
161PS5EM 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
1551 3000 psi Concrete Mix for Blocking
FORT WORTH.,
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 09/07/2023
Approval
Spec No. Classification
Conerete(Conronued)
Manufacturer
Model No. National Spec
9/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
5177 3000 psi Concrete Mix for Sidewalks
9/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
1261 3000 psi Concrete Mix for Sidewalks
9/9/2022
4 30 00
Mix Design
Holcim - SOR, Inc.
2125 4500 psi Concrete for HES Paving
9/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
1701 4000 psi Concrete Mix for Storm Drain Structures, Sanitary Sewer Manholes, Junction Box
9/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
5409 4000 psi Concrete Mix for Sidewalks, Inlets
9/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
5507 4500 psi Concrete Mix for Hand Placed Paving
12/15/2022
3 30 00
Mix Design
Holcim - SOR, Inc.
3741 100 psi concrete for flowable fiIVCSLM
9/9/2022
04 30 00
Mix Design
Holcim - SOR, Inc.
5017 200 psi Concrete for Base Material for Trench Repair
9/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
9600 3600 psi Concrete for Drill Shafts/Lighting and Traffic Signal Foundations
9/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving
12/5/2022
4 30 00
Mix Design
Holcim - SOR, Inc.
1822 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
9/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
1859 4000 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
4/7/2023
03 30 00
Mix Design
Liquid Stone
C301D 3,000 psi Concrete for Sidewalks, Approaches, and Driveways.
4/27/2023
03 30 00
Mix Design
Liquid Stone
C361DNFA 3,600 psi Concrete for Retaining wall, driveway, junction box apron, approach
4/7/2023
03 30 00
Mix Design
Liquid Stone
C361DHR 3,600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations
1/24/2023
03 30 00
Mix Design
Liquid Stone
C451DHR-A 4500psi Concrete for HES Paving
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2132214 3,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
D9490SC 3,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2131214 3,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2131314 3,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2136014 3,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2136214 3,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2141224 4,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2141024 4,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2136224 3,600 psi Concrete for Curb Inlets
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blocking & Encasement
9/9/2022
03 30 00
Mix Design
Martin Marietta
FLOW25A 50 psi Concrete for Flowable FiIVCLSM
9/9/2022
03 30 00
Mix Desgn
Martin Marietta
R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement
9/9/2022
03 30 00
Mix Des�in
Martin Marietta
R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads
9/9/2022
03 30 00
Mix Desr
Martin Marietta
R2146335 4,500 psi Concrete for Hand Placed Paving,Inlets, Storm Drain Structures
11/2/2022
32 13 13
Mix Design
Martin Marietta
Q214IN27 4,000 psi Concrete for Machine Placed paving
11/2/2022
32 13 13
Mix Design
Martin Marietta
Q214IK30 4,000 psi Concrete for Machine Placed Paving
11/2/2022
32 13 13
Mix Design
Martin Marietta
R2146N36 4,500 psi Concrete for Hand Placed Paving
11/15/2022
33 13 13
Mix Design
Martin Marietta
R2146K36 4,500 psi Concrete for Hand Placed Paving
11/15/2022
34 13 13
Mix Design
Martin Marietta
R2146P36 4,500 psi Concrete for Hand Placed Paving
11/2/2022
32 13 13
Mix Design
Martin Marietta
R2146K36 4,500 psi Concrete for Hand Placed Paving
11/2/2022
32 13 13
Mix Design
Martin Marietta
R2146N35 / 6.11 sacks / 4,500 psi concrete for Hand Place Paving, Inlets, Manholes, Headwalls
11/2/2022
32 13 13
Mix Design
Martin Marietta
R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls
11/2/2022
32 13 13
Mix Design
Martin Marietta
R2141N24 4,000 psi Concrete for Sidewalks and Ramps
11/2/2022
32 13 13
Mix Design
Martin Marietta
R2141K24 4,000 psi Concrete for Junction Boxes, Sidewalks and Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2146038 4,500 psi Concrete for Inlets, Storm Drain Structures
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2146042 4,500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2146242 4,500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2146236 4,500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Martin Marietta
D9493SC 4,500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2147241 4,500 psi Concrete for Hand Placed Paving
4/1/2023
32 13 20
Mix Design
Martin Marietta
R2136N14 / 5.00 sacks / 3,000 psi concrete for Sidewalks
4/1/2023
03 30 00
Mix Design
Martin Marietta
R2146P33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck
4/1/2023
03 30 00
Mix Design
Martin Marietta
R2146033 4,000 psi Concrete for Riprap
4/7/2023
32 13 20
Mix Design
Martin Marietta
R2136K14 3,000 psi concrete for sidewalks and ramps
4/7/2023
32 13 13
Mix Design
Martin Marietta
R2161K70 6,000 psi (3,000 psi (D, 24 hrs.) for HES Paving
4/1/2023
03 30 00
Mix Design
Martin Marietta
310LBP 3,600 psi Concrete for Retaining Walls
5/22/2023
32 13 13
Mix Design
Martin Marietta
R2146K37/6.22 sack / 4,500 psi Concrete for Hand Placed Paving
4/1/2023
03 30 00
Mix Design
Martin Marietta
R2141030 4,000 psi Concrete for Riprap
FORT WORTH.,
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 09/07/2023
Approval
Spec No. Classification
Conerete(Conronued)
Manufacturer
Model No. National Spec
5/3/2023
03 30 00
Mix Design
Martin Marietta
M7842344 4,000 psi Concrete for Bridge Deck
6/1/2023
32 13 20
Mix Design
Martin Marietta
R2136R20 3,000 psi Concrete for Sidewalks and Ramps
6/1/2023
32 13 20
Mix Design
Martin Marietta
R2136N20 3,000 psi Concrete for Sidewalks and Ramps
6/27/2023
03 30 00
Mix Destgln
Martin Marietta
U2146N41 / 6.44sacks / 3,600 psi Concrete for Drilled Shafts / Lighti7 and Traffic S�gnal Foundations
6/27/2023
03 30 00
Mix Desaign
Martin Marietta
U2146K45 / 6.65 sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Trafic Signal Foundations
8/4/2023
03 30 00
Mix Desaign
Martin Marietta
U2146R41 / 6.44 sacks / 4,500 psi Concrete for Drilled Piers/Light Pole bases.
8/4/2023
03 30 00
Mix Desaign
Martin Marietta
R2136R14 / 5.00 sacks / 3,500 psi Concrete for Sidewalks and Ramps
8/4/2023
32 13 20
Mix Desaign
Martin Marietta
R2141R24 / 5.53 / 4,000 psi Concrete for Junction Box, Box Culvert, Sidewalks and Ramps.
8/4/2023
03 30 00
Mix Desaign
Martin Marietta
R2146R35 / 6.11 / 4,500 psi Concrete for Inlets, Manholes, and Headwalls
8/4/2023
32 13 13
Mix Desaign
Martin Marietta
R2146R36 / 6.17 / 4,500 psi Concrete for Hand Placed Paving
8/30/2023
03 30 00
Mix Design
Martin Marietta
R2141R30 / 5.85 SK / 4,000 psi Concrete for Box Culverts & Headwalls
8/4/2023
32 13 13
Mix Desaign
Martin Marietta
Q2141 R27 / 5.69 sacks / 4,000 psi Concrete for Machine Placed Paving
9/9/2022
32 13 20
Mix Design
NCS Redi Mix
NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks
9/9/2022
03 30 00
Mix Design
NBR Ready Mix
TX C-YY 3000 psi Concrete Mix for Curb Inlets
9/9/2022
03 30 00
Mix Design
NBR Ready Mix
TX C-NY 3000 psi Concrete Mix for Curb Inlets
9/12/2023
03 30 00
Mix Design
NBR Ready Mix
CLS Pl-YY / 6.00 Sacks / 4,000 psi Concrete for Collars, Manholes, Box Culverts
7/10/2023
03 30 00
Mix Desigg
Osbum
30A50MR / 5 SK / 3,000 psi Concrete for Sidewalks
7/10/2023
32 13 13
Mix Design
Osborn
45A60MR / 6 SK / 4,500 psi Concrete for Hand Placed Paving
1/24/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM6320AHP 4500 psi Concrete for Hand Placed Paving
1/24/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps
1/18/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM6020ASS 4000 psi Concrete for Strom Drain Structures
1/18/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM5320A 3000 psi Concrete for Blocking
1/18/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM5020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps
9/9/2022
03 30 00
Mix Design
Redi-Mix
DCA2E554 3000 psi Concrete Mix for Rip Rap
9/9/2022
03 30 00
Mix Design
Redi-Mix
VOJ11524 3000 psi Concrete Mix for Curb & Gutter
9/9/2022
03 34 13
Mix Design
Redi-Mix
FOCI 0021 215 psi Flowable Fill - CLSM
9/9/2022
03 30 00
Mix Design
Redi-Mix
1OJ11524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Desgn
Redi-Mix
1OJ11504 3000 psi Concrete Mix for Sidewalks
9/9/2022
03 30 00
Mix Design
Redi-Mix
1OL11504 3,600 psi Concrete Mix for Sidewalks, Curb & Gutter
9/9/2022
03 30 00
Mix Des�in
Redi-Mix
1OL11524 3600 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls
9/9/2022
03 30 00
Mix Design
Redi-Mix
1RJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads
9/29/2022
03 30 00
Mix Des�in
Redi-Mix
IOL21524 4000 psi Concrete Mix for Manholes
9/9/2022
03 30 00
Mix Design
Redi-Mix
15611524 4000 psi Concrete Mix for Cast -in -Place Storm Drain Structures
9/9/2022
03 30 00
Mix Design
Redi-Mix
1OL115E4 3600 psi Concrete Mix for Bridge substructures
9/9/2022
03 30 00
Mix Design
Redi-Mix
156115D4 4000 psi Bridge Slabs
9/9/2022
03 34 13
Mix Design
Redi-Mix
F35238VN 100 psi Flowable Fill - CLSM
9/9/2022
03 34 13
Mix Design
Redi-Mix
FOD138VM 100 psi Flowable Fill - CLSM
9/9/2022
03 34 13
Mix Design
Redi-Mix
1OJ11554 3000 psi Concrete Mix for Rip -Rap
9/9/2022
03 30 00
Mix Design
Redi-Mix
POG138K9 1000 psi Concrete Mix for Trench Repair Base Material
9/9/2022
03 30 00
Mix Design
Redi-Mix
IOKI 1524 3600 psi Concrete Mix for Encasement
9/9/2022
03 30 00
Mix Design
Redi-Mix
1ON11507 4500 psi (2600 psi 24 hrs.) Concrete Mix for HES Paving
9/9/2022
03 30 00
Mix Design
Redi-Mix
IONI 1504 5000 psi (3600 psi na, 2 days) Concrete Mix for HES Paving
9/9/2022
03 30 00
Mix Design
Redi-Mix
50KI1524 3600 psi Concrete Mix for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
Redi-Mix
1OM115D4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures
9/9/2022
03 30 00
Mix Design
Redi-Mix
1OM11524 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Redi-Mix
1OM11504 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Redi-Mix
145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures
11/2/2022
03 30 00
Mix Design
Redi-Mix
145P25P4 4500 psi Concrete for Storm Drain Structures
12/5/2022
03 30 00
Mix Design
Redi-Mix
1OK115C4 3500 psi Concrete for Thrust Blocks, Valve Pads
12/5/2022
03 30 00
Mix Design
Redi-Mix
156115C4 4000 psi Concrete for CIP Storm Drain Structures
12/5/2022
03 30 00
Mix Design
Redi-Mix
1OL115C4 3600 psi Concrete for Manhole, Inlet, Junction Box, Headwall
5/15/2023
03 30 00
Mix Design
Redi-Mix
80LI15135 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
5/15/2023
03 30 00
Mix Design
Redi-Mix
1ON115D6 Slurry Displacement Shafts, Underwater Drilled shafts
9/9/2022
03 34 13
Mix Design
SRM Concrete
30000 3,000 psi Concrete for Sidewalks and Ramps, Curb & Gutter
9/9/2022
03 34 13
Mix Design
SRM Concrete
40050 4,000 psi Concrete for Headwalls, Retaining Wall, Collars
9/9/2022
03 30 00
Mix Design
SRM Concrete
35023 3,600 psi Concrete for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
SRM Concrete
40068 3,600 psi Concrete for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
SRM Concrete
45000 4,500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
SRM Concrete
45300 4,500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
SRM Concrete
40326 4,500 (3,00 na, 3-days) psi Concrete for HES Paving
10/10/2022
03 30 00
Mix Design
SRM Concrete
35000 3600 psi Concrete for Sewer Manholes
10/10/2022
03 30 00
Mix Design
SRM Concrete
35300 3600 psi Concrete for Swere Manholes
9/9/2022
03 30 00
Mix Design
SRM Concrete
35022 3,600 psi Concrete for Junction Box, Retaining Walls
9/9/2022
03 30 00
Mix Design
SRM Concrete
30050 3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp
2/10/2023
03 30 00
Mix Design
SRM Concrete
50310 5,000 psi Concrete for HES Paving
1/13/2023
32 13 13
Mix Design
SRM Concrete
45023 4,500 psi Concrete for Hand Placed Paving
5/5/2023
03 30 00
Mix Design
SRM Concrete
DIOOOO8553CB 4,000 psi Concrete for Bdridge Approach Slab, Deck Slab
FORT WORTH.,
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 09/07/2023
Approval
Spec No. Classification
Concrete(Corinued)
Manufacturer
Model No.
National Spec
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW60AHP 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW6020AHP 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
TCFW6020AHP 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Des�in
Tarrant Concrete
FW7520AMR 4500 (3000 psi 3-days) psi Concrete HES Paving
9
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW6520AMR 4500 (3000 psi 3-days) psi HES Paving
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5520AW 3600 psi Concrete for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5320A 3000 psi Concrete Mix for Blocking
9/9/2022
03 34 13
Mix Design
Tarrant Concrete
FWFF150CLSM 50-150 psi Flowable Fill - CLSM
9/9/2022
03 34 13
Mix Design
Tarrant Concrete
FWFF275 50-150 psi Flowable Fill - CLSM
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW6020A2 4000 psi Concrete Mix for Storm Drain Structures
10/10/2022
03 30 00
Mix Design
Tarrant Concrete
TCFW6025A2 4000 psi Concrete for Manholes
10/10/2022
03 30 00
Mix Design
Tarrant Concrete
TCFW5020A 3000 psi Concrete for Sidewalks
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
Titan Ready Mix
3020AE 3000 psi Concrete for Sidewalks
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
CP5020A 3000 psi Concrete Mix for Curb and Gutter
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp
9/9/2022
03 30 00
Mix Design
Titan Ready Mix
TRC4520 4500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
True Grit Redi Mix
270.230 5000 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0250.2301 3000 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0260.2302 4000 psi Concrete Mix for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0255.2301 3600 psi Concrete Mix for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0260.2301 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Wise Redi Mix
3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations
As halt PaA
9/9/2022
322 16
Mix Design
Austin Asphalt
FT513137965 PG64-22 Type D Fine Surface
9/9/2022
3212 16
Mix Design
Austin Asphalt
DA5D135965 PG64-22 Type D Fine Surface
9/9/2022
3212 16
Mix Design
Austin Asphalt
FT513 117965 PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Des'
Austin Asphalt
FTIB139965 PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Design
Austin Asphalt
FT1B117.2 PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Des�in
Reynolds Asphalt
1901D PG64-22 Type D Fine Surface
9/9/2022
32 12 16
Mix Design
Reynolds Asphalt
1112B PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Design
Reynolds Asphalt
1612B PG64-22 Type B Fine Base
9/9/2022
3212 16
Mix Design
Surmount Paving
341DV6422 PG64-22 Type D Fine Surface
11/26/2022
32 12 16
Mix Design
Surmount Paving
340DV6422 PG64-22 Type D Fine Surface
12/5/2022
33 12 16
Mix Design
Surmount Paving
3076BV6422 PG62-22 Type B Fine Base
9/9/2022
32 12 16
Mix Design
Surmount Paving
341-BRAP6422ERG PG64-22 Type B Fine Base
9/9/2022
3212 16
Mix Design
TXBIT
37-211305-20 PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Design
TXBIT
44-211305-17 PG64-22 Type B Fine Base
9/9/2022
3212 16
Mix Design
TXBIT
211305 (1757) PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Design
TXBIT
222475 (1857) PG64-22 Type D Fine Surface
9/9/2022
3212 16
Mix Design
TXBIT
29-222475-19 PG64-22 Type D Fine Surface
9/9/2022
32 12 16
Mix Design
TXBIT
1-222475-20 PG64-22 Type D Fine Surface
9/9/2022
3212 16
Mix Design
TXBIT
64-224125-18 PG70-22 Type D Fine Surface
9/9/2022
32 12 16
Mix Design
TXBIT
12-222475-19 PG64-22 Type D Fine Surface
Detectable Warning Surface
9/9/2022
32 13 20
DWS - Pavers
Pine Hall Brick (Winston Salem, NC)
Tactile Pavers
9/9/2022
32 13 20
DWS - Pavers
Western Brick Co. (Houston, TX)
Detectable Warning Pavers
9/9/2022
32 13 20
DWS - Composite
Engineered Plastics, Inc. (Williamsville, Armor Tile
9/9/2022
32 13 20
DWS - Composite
ADA Solutions (Wilmington, MA)
Heritage Brick CIP Composite Paver
4/7/2023
32 13 20
DWS - Pavers
ADA Solutions (Wilmington, MA)
Detectable Warning Pavers
Silicone Joint Sealant
9/9/2022
132 13 73
Joint Sealant
w
0SL - Cold Applied, Single Component, Silicone Joint Sealant
ASTM D5893
9/9/2022
32 13 73
Joint Sealant
emco
Ealco
0SL - Cold Applied, Single Component, Silicone Joint Sealant
Ead[Saver
ASTM D5893
9/9/2022
32 13 73
Joint Sealant
com
0SL - Cold Applied, Single Component, Silicone Joint Sealant
ASTM D5893
9/9/2022
32 13 73
Joint Sealant
Silicone - Cold Applied, Single Component, Silicone Joint Sealant
ASTM D5893
FORT WORTH.,
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 09/07/2023
Approval
Spec No. Classification
Utilit`v\Trench Embedment Sand
Manufacturer
Model No.
National Spec
9/9/2022
33 OS ]0
Embedment Sand
Silver Creek Materials
Utility Embedment Sand
ASTM C33
9/9/2022
3305 10
Embedment Sand
Crouch Materials
Utility Embedment Sand
ASTM C33
9/9/2022
3305 10
Embedment Sand
F and L Dirt Movers
Utility Embedment Sand
ASTM C33
9/9/2022
3305 10
Embedment Sand
F and L Dirt Movers
Utility Embedment Sand
ASTM C33
9/9/2022
3305 10
Embedment Sand
Tin Top Martin Marietta
Utility Embedment Sand
ASTM C33
Storm Sewer
- Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13
9/28/2018
3305 13
Manhole Frames and Covers
AccuCast (Govind Steel Company, LTD)
MHRC #220605 (Size - **24" Dia.)
ASTM A48 AASHTO M306
9/28/2018
3305 13
Manhole Cover
Neenah Foundry
NF-1274-T91 (Size - 32" Dia.)
ASTM A48 AASHTO M306
9/28/2018
3305 13
Manhole Frames and Covers
Neenah Foundry
NF-1743-LM (Hinged) (Size - 32" Dial
ASTM A48 AASHTO M306
9/28/2018
3305 13
Manhole Frame
Neenah Foundry
NF-1930-30 (Size - 32.25" Dia.)
ASTM A48 AASHTO M306
9/28/2018
3305 13
Manhole Frames and Covers
Neenah Foundry
R-1743-ITV (Size - 32" Dia.)
ASTM A48 AASHTO M306
4/3/2019
3305 13
Manhole Frames and Covers
SIP Industries ++
2279ST (Size - 24" Dia.)
ASTM A48 AASHTO M306
4/3/2019
3305 13
Manhole Frames and Covers
SIP Industries ++
2280ST (Size - 32" Dia.)
ASTM A48 AASHTO M306
10/8/2020
3305 13
Manhole Frames and Covers
EJ ( Formally East Jordan Iron Works)
EJ1033 Z2/A (Size - 32.25" Dial
ASTM A536 AASHTO M306
**Note: All new development
and new installation manhole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 0513. Any smaller opening sizes will only be allowed far existing manholes
that require replacement frames aniicovees.
FORT WORTH.,
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 09/07/2023
Approval
Spec No. Classification
Storm Sewer - Inlet & Structures 33-05-13
Manufacturer
Model No.
National Spec
10/8/2020
33 49 20
Curb Inlets
Fortema
FRT-IOx3-405-PRECAST** (Size - 10' X 3')
ASTM C913
10/8/2020
33 49 20
Curb Inlets
Fortema
FRT-lOx3-406-PRECAST** (Size - 10' X 3')
ASTM C913
10/8/2020
33 49 20
Curb Inlets
Fortema
FRT-lOx4.5-407-PRECAST** (Size - 10' X 4.51
ASTM C913
10/8/2020
33 49 20
Curb Inlets
Fortema
FRT-lOx4.5-420-PRECAST** (Size - 10' X 4.5')
ASTM C913
10/8/2020
33 39 20
Manhole
Fortema
FRT-4X4-409-PRECAST-TOP (Size - 4' X 4')
ASTM C913
10/8/2020
33 39 20
Manhole
Fortema
FRT-4X4-409-PRECAST-BASE (Size - 4' X 4')
ASTM C913
10/8/2020
33 39 20
Manhole
Fortema
FRT-5X5-410-PRECAST-TOP (Size - TX 5')
ASTM C913
10/8/2020
33 39 20
Manhole
Fortema
FRT-5X5-410-PRECAST-BASE (Size - 5' X 5')
ASTM C913
10/8/2020
33 39 20
Manhole
Fortema
FRT-6X6-411-PRECAST-TOP (Size - 6' X 6')
ASTM C913
10/8/2020
33 39 20
Manhole
Fortema
FRT-6X6-411-PRECAST-BASE (Size - 6' X 6')
ASTM C913
3/19/2021
33 49 20
Curb Inlets
Thompson Pipe Group
TPG-IOX3-405-PRECAST INLET** (Size - 10' X T)
ASTM 615
3/19/2021
33 49 20
Curb Inlets
Thompson Pipe Group
TPG-15X3-405-PRECAST INLET** (Size - 15' X 3')
ASTM 615
3/19/2021
33 49 20
Curb Inlets
Thompson Pipe Group
TPG-20X3-405-PRECAST INLET** (Size - 20' X T)
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-4X4-409-PRECAST TOP (Size - 4' X 4')
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-4X4-409-PRECAST BASE (Size - 4' X 4')
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-4X4-412-PRECAST 4-FT RISER (Size - 4' X 41
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-5X5-410-PRECAST TOP (Size - TX T)
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-5X5-410-PRECAST BASE (Size - 5' X 5')
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-5X5-412-PRECAST 5-FT RISER (Size - TX 51
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-6X6-411-PRECAST TOP (Size - 6' X 6)
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-6X6-411-PRECAST BASE (Size - 6' X 6)
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-6X6-412-PRECAST 6-FT RISER (Size - 6' X 61
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-7X7-411-PRECAST TOP (Size - TX T)
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-7X7-411-PRECAST BASE (Size - TX T)
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-7X7-412-PRECAST 4-FT RISER (Size - TX 79
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-8X8-411-PRECAST TOP (Size - 8' X 8)
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-8X8-411-PRECAST BASE (Size - 8' X 8)
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-8X8-412-PRECAST 5-FT RISER (Size - 8' X 89
ASTM 615
3/19/2021
33 49 20
Drop Inlet
Thompson Pipe Group
TPG-4X4-408-PRECAST INLET (Size - 4' X 4')
ASTM 615
3/19/2021
33 49 20
Drop Inlet
Thompson Pipe Group
TPG-5X5-408-PRECAST INLET (ize - TX T)
ASTM 615
3/19/2021
33 49 20
Drop Inlet
Thompson Pipe Group
TPG-6X6-408-PRECAST INLET (Size - 6' X 6')
ASTM 615
8/28/2023
3349 10
Manhole
Oldcastle
Precast 4' x 4' Stacked Manhole (Size - 4' X 4')
ASTM C478
8/28/2023
3349 10
Manhole
Oldcastle
Precast Tx 8' Storm Junction Box (Size - TX 81
ASTM C478
8/28/2023
3349 10
Manhole
Oldcastle
Precast Tx 4' Storm Junction Box (Size - 4' X 4')
ASTM C478
8/28/2023
3349 10
Manhole
Oldcastle
Precast 5' x 5' Storm Junction Box (Size - 5' X 51
ASTM C478
8/28/2023
3349 10
Manhole
Oldcastle
Precast 6' x 6' Storm Junction Box (Size - 6' X 6')
ASTM C478
8/28/2023
3349 10
Manhole
Oldcastle
Precast 8' x 8' Storm Junction Box Base (Size - 8' X 81
ASTM C478
8/28/2023
3349 10
Manhole
Oldcastle
Precast Tx 8' Storm Junction Box Base (Size - TX 8')
ASTM C478
8/28/2023
3349 10
Manhole
Rinker Materials
Reinforced 48" Diameter Spread Footing Manhole (Size - 4' X 4')
ASTM C433
8/28/2023
33 39 20
Curb Inlet 10'x 3' Riser
Thompson Pipe Group
Inlet Riser (Size - 3 FT)
ASTM C913-16
8/28/2023
33 39 20
Curb Inlet 15 'x 3' Riser
Thompson Pipe Group
Inlet Riser (Size - 3 FT)
ASTM C913-16
8/28/2023
33 39 20
Curb Inlet 20' x 3' Riser
Thompson Pipe Group
Inlet Riser (Size - 3 FT)
ASTM C913-16
**Note: Pre -cast
inlets are appored
for the stage I portion of the structure
(basin) only. Stage II portion of the
structure are required to be cast in place. No exceptions to this requirement shall be allowed.
Storm Sewer - Pipes & Boxes 33-05-13
4/9/2021
13341 13
Storm Drain Pipes
Advanced Drainage Systems, Inc. (ADS)
ADS HP Storm Polypropylene (PP) Pipe (Size - 12" - 60")
ASTM F2881 & AASHTO M330
8/28/2023
33 49 10
Storm Dram Pipes
Rinker Materials
Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger)
ASTM C76, C655
8/28/2023
33 49 10
Culvert Box
Rinker Materials
Reinforced Concrete Box Culvert (Sze -Various)
ASTM C789, C850