HomeMy WebLinkAboutContract 59187-PM1CSC No. 59187-PM1
04/26/23,
FORTWORTH.
CONTRACT
FOR
THE CONSTRUCTION OF
Chisholm Trail Ranch Section 3 Phase IB
Water, Sanitary Sewer, Storm Sewer, Pavement & Street Light Improvements
IPRC22-0095
City Project No. 104064
FID No. 30114-0200431-104064-EO7685
File No. W-2823
X-27357
Mattie Parker David Cooke
Mayor City Manager
Chris Harder.
Director, Water Department
Lauren L. Prieur
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
January 2023
LA14
LJA ENGINEERING
TEXAS REGISTRATION F-1386
6060 North Central Expressway Suite 400
Dallas, TX 75206
OFFICIAL RECORD
CITY SECRETARY
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
nn�3 kwit ie t Bidders
nn�3 irs+..,,etiors t
Last Revised
03/20/2020
004100
00 42 43
0043 3
Bidde s
Bid Form
Proposal Form Unit Price
Bid Bon
03/20/2020
040:2,12014
05/22/2019
0402,12014
0045 11
Bidders Pr-eg alifieation's
Prequalification Statement
nn /nvTr02i2014
09/01/2015
0045 12
nno0 45 13
Bidder- v-o,,,,. lifi .a4iE r kWipa"i n
03 in v
00 45 26
Contractor Compliance with Workers' Compensation Law
a„siness
04/02/2014
nQi
00 4540
00 52 43
M iner-ity Enterprise Goal
Agreement
a
06/16/2016
00 61 25
Certificate of Insurance
07/01/2011
00 62 13
Performance Bond
01/31/2012
00 62 14
Payment Bond
01/31/2012
00 62 19
Maintenance Bond
01/31/2012
i ii i ii
00 72 00
00 73 00
Generai Conditions
Supplementary Conditions
T
07/01/2011
0073 10
Standard City Conditions of the Construction Contract for Developer
01/10/2013
Awarded Projects
Division 01- General Requirements
Last Revised
01 1100
Summary of Work
12/20/2012
01 25 00
Substitution Procedures
08/30/2013
01 31 19
Preconstruction Meeting
08/30/2013
013120
�
Pro_�ot�Ieeti�gs
mini ,120 in
01 32 33
Preconstruction Video
08/30/2013
01 33 00
Submittals
08/30/2013
01 3= 13
Spoolal. Rlojeet Pr-,,eedt e
09/ �
01 45 23
Testing and Inspection Services
03/20/2020
01 5000
Temporary Facilities and Controls
07/01/2011
01 5526
Street Use Permit and Modifications to Traffic Control
07/01/2011
0157 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 Chisholm Trail Ranch Phase IB
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104064
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:
htto://fortworthtexas.gov/tow/contractors/
or
httos:Haoos.fortworthtexas.2ov/Proi ectResources/
Division 02 - Existing Conditions
Last Revised
0241 13
Selective Site Demolition
rUt liyy no...ey linbaa
12/20/2012
02 41 14
0241 15
r nepA
Paving Removal
12i�tz
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
03 34 16
Concrete Base Material for Trench Repair
12/20/2012
03 80 00
Modifications to Existing Concrete Structures
12/20/2012
Division 26
- Electrical
26 05 00
Common Work Results for Electrical
11/22/2013
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
Communications Multi -Duct Conduit
02/26/2016
Division 31
- Earthwork
31 1000
Site Clearing
12/20/2012
3123 16
Unclassified Excavation
01/28/2013
B E)FFO
0,
�8
l
�r 1 i� �'ZIT:S ants
01i -3
31 25 00
Erosion and Sediment Control
12/20/2012
31 37 00
Riprap
12/20/2012
Division 32 - Exterior Improvements
3201 18
Temporary Asphalt Paving Repair
12/20/2012
32 0l 29
�-z-vr��
Z7�3
r t nop ;,.
.��'�'�'\'�0 �:mg�ccpssa
i i�iz
1'f/'f�-201QW2
32 1129
Flexible Base Gatifses
Lime Treated Base Courses
12/20/2012
32 1133
Cement Treated Base Courses
12/20/2012
11 2,z
Liquid tod fail Deal/lizaaf
08i21,L2015
32 12 16
Asphalt Paving
12/20/2012
32 1273
Asphalt Paving Crack Sealants
12/20/2012
CITY OF FORT WORTH Chisholm Trail Ranch Phase IB
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104064
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
32 16 13
Concrete Curb and Gutters and Valley Gutters
10/05/2016
32 1723
Pavement Markings
11/22/2013
32 1725
37�
37�0
Gufb A dl-ioo Lkvntrng
(`1,ai Fences *a Gates
Wire Fences Ga4e
1 1 iO4 ,1201 3�
1 ) 7 0Q
i2l'2 z
Z7�9
32 32-13
and
WeedFo, ees and Gates
C..f�.t in Plata !`.,ne-ete Retaining Walls
1242z
96,10542018
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
33 01 31
Closed Circuit Television (CCTV) Inspection
03/03/2016
33o3 lo
Bypa&3 iMmering f Existing Sewer- Syste
11 �'�12
3304 10
n�
Joint Bonding and Electrical Isolation
raagnesi
12/20/2012
33
33 04-30
33 04 40
, Anode de Cathodic Preteet r Syste v,
Tom pe -ai-zy Water- - Set -vie
Cleaning and Acceptance Testing of Water Mains
12i�ii
0710T
02/06/2013
33 04 50
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
3305 14
Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to
12/20/2012
Grade
3305 17
3 2�0Auger-1
Concrete Collars
12/20/2012
3-3-A�-2�
22�z
T unr�.l T � � �
Stool Casing -Pipe
2izQ0'Q0 Q
12�Q
17�7Q0'Q0Q
33�3
33 0524
Hand T,wmoli*g
Irez2knlia , r.,f
Pipe i Casing Tunnel Liner- D14e
17�7zzr20/2012
06/lvvr19/2013
of fie,-
or-
33 05 26
Utility Markers/Locators
12/20/2012
33 05 30
Location of Existing Utilities
12/20/2012
33 11 05
Bolts, Nuts, and Gaskets
12/20/2012
33 11 10
Ductile Iron Pipe
12/20/2012
33 11 11
Ductile Iron Fittings
12/20/2012
33 11 12
Polyvinyl Chloride (PVC) Pressure Pipe
11/16/2018
33 1 1 1 3
Cmno'�l" to Lso, a Pipe, Bar- xx7,-.,..pe , Steel Cylinder- Type
1'f /'f z
33 1 1 1 1
Burie Steel -Pipe and Fittings
1')�7zzr�O/2012
33 1210
Water Services 1-inch to 2-inch
02/14/2017
?,-3 1211
r , fge W ref Metefs
1 � i�iz
33 1220
Resilient Seated Gate Valve
12/20/2012
CITY OF FORT WORTH Chisholm Trail Ranch Phase IB
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104064
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
33 1225
Connection to Existing Water Mains
02/06/2013
33 1230
Combination Air Valve Assemblies for Potable Water Systems
12/20/2012
33 1240
Fire Hydrants
01/03/2014
33 1250
Water Sample Stations
12/20/2012
33 31 17
33 31 13
Cur-ed i Ulaee Pipe (CIPPI
s-ngkozC R.'.' C/.alarj' Sewers
12Q0/2017
rtrcvrcmz
22�
High Density Polyethylene (14PPE) Ripe fo Sanitary
1 f/' z
33 31 20
Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe
06/19/2013
��
...,
Uol:,�.,1 Chloride (PVC) rlese Pr r_.. Profile ayit--Sani�&T e�
1242042012
Pipe
�z
333122
Sanitary Sews.- �* rJ4114g
z
12QOr/201-
33 3 i 23
Sanitafy Sewor Piro EnAlargemet
17/'fzzrz0/2
33 31 50
Sanitary Sewer Service Connections and Service Line
04/26/2013
33 31 70
Camkr at�.m ^:,.mar Eannitarr,' Sewe,. L..,-..o Ai1.,�
i2Q0/20i2
3339 10
Cast -in -Place Concrete Manholes
12/20/2012
33 39 20
�v
Precast Concrete Manholes
12/20/2012
rrrzvrzvaz
22�no
33 39 60
Wastewater- neeess Chamber- (WAG)
Epoxy Liners for Sanitary Sewer Structures
17�7zz90/2 i ,
12/20/2012
3341 10
Reinforced Concrete Storm Sewer Pipe/Culverts
07/01/2011
33 41 11
High Density P lyehyle«e 7 nr n
��� .1 � 1�/tF �,`�'� �Ll
1�90,120,2
r�-avravzz
33 41 12
Reinfer-eed Pol. ethle e F;P..PE) Pirc
11,113,12015
117/7�n0L
33 4600
S4d ttinage
070 1201 1
33-46 02
Tfeacl: D (ino
07i0n
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
2/1 11 13
Removing Tr-affie Signals
12 i�12
34 41 5
Reet ulc& Rarnd Flashing Beaeo
11,''�i3
34 41 20
Roadway Illumination Assemblies
12/20/2012
34 41 20.01
Arterial LED Roadway Luminaires
06/15/2015
z n n�02
Ffee.. ay LED n ,,., dw
n6 no c�1�5
34 41 20.03
Residential LED Roadway Luminaires
06/15/2015
34 41 30
Aluminum Signs
11/12/2013
34 41 50
Single -Mode Fiber Optic Cable
02/26/2016
3471 13
Traffic Control
11/22/2013
CITY OF FORT WORTH Chisholm Trail Ranch Phase IB
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104064
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 5
Appendix
GG 4.01 Wailaylity 4
GC-4.02 Subsurface and Physical Conditions
GR-01 60 00 Product Requirements
END OF SECTION
CITY OF FORT WORTH Chisholm Trail Ranch Phase IB
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104064
Revised March 20, 2020
CONATSER
(WATER, SEWER, STORM, & PAVING)
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
CPN 104064
Chisholm Trail Ranch
Section 3 - Phase 113
CPN 104064
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Project Item Information
Paving and Utilities
DAP - BID PROPOSAL
Page I of 7
Bidder's Application
Bidder's Proposal
Bidlist Item
Description
Specification
Unit of
Bid
Unit Price
Bid Value
No.
Section No.
Measure
Quantity
UNIT I: WATER
IMPROVEMENTS
1
3311.0261 8" PVC Water Pipe
3311 12
LF
2258
$50.00
$112,900.00
2
3305.0109 Trench Safety
33 05 10
LF
2258
$2.00
$4,516.00
3
3311.0001 Ductile Iron Water Fittings w/ Restraint
3311 11
TON
0.75
$7,000.00
$5,250.00
4
3312.0001 Fire Hydrant
33 12 40
EA
5
$5,000.00
$25,000.00
5
3312.2003 1" Water Service
331210
EA
57
$1,150.00
$65,550.00
6
3312.3003 8" Gate Valve
33 12 20
EA
9
$1,450.00
$13,050.00
7
3312.0117 Connection to Existing 4"-12" Water Main
33 12 25
EA
3
$1,500.00
$4,500.00
8
3305.0003 8" Waterline Lowering
33 05 12
EA
4
$2,000.00
$8,000.00
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
TOTAL UNIT I: WATE
2 IMPROVEMENTS
$238,766.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019
20221220 00 42 43_Bid Proposal_DAP.xls
Chisholm Trail Ranch
Section 3 - Phase 113
CPN 104064
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Project Item Information
Paving and Utilities
DAP - BID PROPOSAL
Page 2 of 7
Bidder's Application
Bidder's Proposal
Bidlist Item
Description
Specification
Unit of
Bid
Unit Price
Bid Value
No.
Section No.
Measure
Quantity
UNIT II: SANITARY SEWER IMPROVEMENT
1
3301.0002 Post -CCTV Inspection
3301 31
LF
2581
$3.00
$7,743.00
2
3301.0101 Manhole Vacuum Testing
3301 30
EA
7
$150.00
$1,050.00
3
3331.4115 8" Sewer Pipe (SDR-26, ASTM D3034)
3331 20
LF
2401
$66.00
$158,466.00
4
3331.4116 8" Sewer Pipe, CSS Backfill
3331 20
LF
180
$76.00
$13,680.00
5
3305.0109 Trench Safety
3305 10
LF
2581
$2.00
$5,162.00
6
3339.1001 4' Manhole
33 39 10,
EA
6
33 39 20
$5,200.00
$31,200.00
7
3339.0001 Epoxy Manhole Liner
33 39 60
VF
19
$445.00
$8,455.00
8
3331.3101 4" Sewer Service
3331 50
EA
61
$900.00
$54,900.00
9
3305.0113 Trench Water Stops
33 05 15
EA
5
$300.00
$1,500.00
3339.1003 4' Extra Depth Manhole
33 39 10,
10
33 39 20
VF
25
$225.00
$5,625.00
11
3339.1002 4' Drop Manhole
33 39 10,
EA
33 39 20
1
$6,000.00
$6,000.00
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS
$293,781.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019
20221220 00 42 43_Bid Proposal_DAP.xls
Chisholm Trail Ranch
Section 3 - Phase 113
CPN 104064
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidlist Item
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
Project Item Information
Description
3349.5001 10' Curb Inlet
3341.0201 21" RCP, Class III
3341.0205 24" RCP, Class III
3341.0208 27" RCP, Class III
3341.0309 36" RCP, Class III
3341.0404 42" RCP, Class III
3341.0409 48" RCP, Class III
3305.0109 Trench Safety
3349.0001 4' Storm Junction Box
3349.0002 5' Storm Junction Box
3349.7001 4' Drop Inlet
3349.7002 5' Drop Inlet
3349.5003 20' Curb Inlet
Specification
Unit of
Section No.
Measure
UNIT III: DRAINAGE IMPROVE
BENTS
33 49 20
EA
3341 10
LF
3341 10
LF
3341 10
LF
3341 10
LF
3341 10
LF
3341 10
LF
33 05 10
LF
33 49 10
EA
33 49 10
EA
33 49 20
EA
33 49 20
EA
33 49 20
EA
Paving and Utilities
DAP - BID PROPOSAL
Page 3 of 7
Bidder's Application
Bidder's Proposal
Bid
Unit Price Bid Value
Quantity
8
$3,800.00
$30,400.00
262
$72.00
$18,864.00
746
$77.00
$57,442.00
280
$98.00
$27,440.00
354
$120.00
$42,480.00
354
$150.00
$53,100.00
556
$195.00
$108,420.00
2552
$2.00
$5,104.00
7
$6,500.00
$45,500.00
3
$7,500.00
$22,500.00
1
$6,000.00
$6,000.00
1
$7,000.00
$7,000.00
2
$6,000.00
$12,000.00
TOTAL UNIT III: DRAINAGE IMPROVEMENTS
$436,250.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 20221220 00 42 43_Bid Proposal_DAP.xls
Chisholm Trail Ranch
Section 3 - Phase 1B
CPN 104064
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Paving and Utilities
DAP - BID PROPOSAL
Page 4 of 7
Bidder's Application
Project Item Infomiation
Bidder's Proposal
Bidlist Item
Description
Specification
Unit of
Bid
Unit Price
Bid Value
No.
Section No. I
Measure
Quantity
UNIT IV: PAVING IMPROVEMENTS
1
3213.0101 6" Reinforced Conc Pvmt
32 13 13
SY
9554
$54.50
$520,693.00
2
3211.0501 6" Lime Treatment
3211 29
SY
10174
$3.50
$35,609.00
3
3291.0100 Topsoil
3291 19
CY
34
$30.00
$1,020.00
4
3292.0100 Block Sod Placement
32 92 13
SY
67
$8.00
$536.00
5
3213.0301 4" Conc Sidewalk
32 13 20
SF
1633
$4.50
$7,348.50
6
9999.0011 Type III Barricade
00 00 00
EA
2
$1,000.00
$2,000.00
7
3137.0102 Large Stone Riprap, dry
31 3700
SY
33
$125.00
$4,125.00
8
3211.0400 Hydrated Lime (30#/SY per Geotech)
3211 29
TN
155
$225.00
$34,875.00
9
3213.0506 Barrier Free Ramp, Type P-1
32 13 20
EA
10
$2,000.00
$20,000.00
9999.0012 Furnish/install Alum Sig Ground Mount
00 00 00
10
City Standard - R1-1 Stop Sign
EA
5
$750.00
$3,750.00
9999.0013 Furnish/install Alum Sig Ground Mount
00 00 00
11
City Standard - Street Name Blade Pair
EA
10
$300.00
$3,000.00
12
9999.0014 Remove Barricade & Connect to Existing
00 00 00
EA
3
$1,800.00
$5,400.00
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
TOTAL UNIT IV: PAVING IMPROVEMENTS
$638,356.50
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019
20221220 00 42 43_Bid Proposal_DAP.xls
Chishohn Trail Ranch
Section 3 - Phase 1B
CPN 104064
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Paving and Utilities
DAP - BID PROPOSAL
Page 7 of 7
Bidder's Application
Project Item Inforrnation
Bidder's Proposal
Bidlist Item Specification Unit of Bid
Description
Unit Price Bid Value
No Section No. Measure Quantity
Bid Summary
UNIT I: WATER IMPROVEMENTS
$�3
UNIT It: SANITARY SEWER IMPROVEMENTS
.766C:gQ
$ j 8
UNIT III: DRAINAGE IMPROVEMENTS
$436,250.00
UNIT IV: PAVING IMPROVEMENTS
$638,358.50
UNIT V: STREET LIGHTING IMPROVEMENTS
UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS
Total Construction Bid
$1,607,153.50
This Bid is submitted by the entity named below:
BIDDER:
Conaster Construction TX, L.P.
5327 Wichita Street
Ft. Worth TX 76119
BY: Brock Huggins
TITLE: President
DATE:
Contractor agrees to complete WORK for FINAL ACCEPTANCE within I00 working days after the date when the
CONTRACT commences to run as provided in the General Conditions.
END OF SECTION
Crl'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2D19 20221220 00 42 43_Did Pmposal_DAF.xIs
00 45 12
DAP PREQUA.LIFTCATION STATEMENT
Page 1 of 1
SECTION 00 4512
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
T, ;,e" box rovide the complete ma'or work tie and actual description as :,rovided b,, the Water
De; -artment for water and sewer and TPW for pavinM.
Major Work Type
Concrete Con/Recon Unlimited
Water and Wastewater New
Development, Rehabilitation,
and Redevelopment Open Cut
(all sizes)
Contractor/Subcontractor Company Name
Conatser Construction TX, L.P.
Conatser Construction TX, L.P.
Prequalification
Expiration Date
12/01/24
10/31/23
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Conatser Construction TX, L.P.
5327 WICHITA STREET
FT. WORTH, TX 76119
BY: Brock Huggins
Agnature)
TITLE: President
DATE:
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 00 45 12Prequalifimtlon 5tatemen[_DAP.doc
Form Version September 1, 2015
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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. 104064. 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:
Conatser Construction TX. L.P.
Company
5327 Wichita Street
Address
Ft. Worth TX 76119
City/State/Zip
THE STATE OF TEXAS §
COUNTY OF TARRANT §
By: Brock Hul<cias
(Please Print)
Signature:
Title: President
(Please Print)
BEFORE ME, the undersigned authority, on this day personally appeared
Brock Hueeins . 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 President for the purposes and consideration
therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of
A V-* I , 20'Z
i0 ft, KATHERINE ROSE J
NOTARY PUBLIC
i�*�; . �;.�`x; 1139 � Notary Public in and for the State of Texas
'',L'r'c Comm. ,_ . it-302025
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2, 2014
00 52 43 - 1
Developer Awarded Project Agreement
Page I of 4
1 SECTION 00 52 43
2 AGREEMENT.
3
4 THIS AGREEMENT, authorized on 4/17/23 is made by and between the Developer,
5 Meritage Homes of Texas LLC, authorized to do business in Texas ("Developer") , and Conatser
6 Construction TX. L.P. _ authorized to do
7 business in Texas, acting by and through its duly authorized representative, ("Contractor").
8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
9 follows:
10 Article 1. WORK
11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
12 Project identified herein.
13 Article 2. PROJECT
14 Die project for which the Work under the Contract Documents may be the whole or only a part is
15 generally described as follows:
16 Chisholm Trail Ranch Section 3 Phase 1B
17 CFA 22-0193 CPN 104064
18 FID No.30114-0200431-104064-EO7685
19 Article 3. CONTRACT TIME_
20 3.1 Time is of the essence..
21 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
22 Documents are of the essence to this Contract.
23 3.2 Final Acceptance.
24 The Work will be complete for Final Acceptance within 100 working days after the date
25 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard
26 City Conditions of the Construction Contract for Developer Awarded Projects.
27 3.3 Liquidated damages
28 Contractor recognizes that time is of the essence of this Agreement and that Developer
29 will suffer financial loss if the Work is not completed within the times specified in
30 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of
31 the Standard City Conditions of the Construction Contract for Developer Awarded
32 Projects. The Contractor also recognizes the delays, expense and difficulties involved in
33 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not
34 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees
35 that as liquidated damages for delay (but not as a penalty), Contractor shall pay
36 Developer ZERO - ($ 0 ) for each day that expires after the time specified in
37 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised dune 16, 2016
005243-2
Developer Awarded Project Agreement
Page 2 of 4
38 Article 4. CONTRACT PRICE
39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
40 Documents an amount in current funds of One Million Six Hundred Seven Thousand, One
41 Hundred and Fifty -Three and 501100 Dollars ($1,607,153.50).
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised June 16, 2016
00 52 43 - 3
Developer Awarded Project Agreement
Page 3 of 4
76 Article 6. INDEMNIFICATION
77 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
78 expense, the city, its officers, servants and employees, from and against any and all
79 claims arising out of, or alleged to arise out of, the work and services to be performed
80 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
81 under this contract. This indemnification provision is specificallv intended to operate
82 and be effective even if it is alleged or proven that all or some of the damages beine
83 sought were caused. in whole or in: nark br, anv act, omission or neoliaence of the city.
84 This indemnity provision is intended to include, without limitation, indemnity for
85 costs, expenses and legal fees incurred by the city in defending against such claims and
86 causes of actions.
87
88 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
89 the city, its officers, servants and employees, from and against any and all loss, damage
90 or destruction of property of the city, arising out of, or alleged to arise out of, the work
91 and services to be performed by the contractor, its officers, agents, employees,
92 subcontractors, licensees or invitees under this contract. This indemnification
93 provision is specificalh 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 whale or in part.
95 b►r any act. omission or negligence of the cit..
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 7A 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised June 16, 2016
005243-4
Developer Awarded Project Agreement
Page 4 of 4
117
118 7.6 Authority to Sign.
119 Contractor shall attach evidence of authority to sign Agreement, if other than duly
120 authorized signatory of the Contractor.
121
122 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
123 counterparts.
124
125 This Agreement is effective as of the last date signed by the Parties {"Effective Date').
126
Contractor:
Conatser Construction TX, LY
a
B�:
(Si l ure)
Brock Huggins
(Printed Name)
Title: President
Company Name: Conatser Construction
TX, L.P.
Address: 5327 Wichita Street
Cites/State/Zip: Ft. Worth, TX 76119
4/17/23
Date
127
Developer:
Merita:- a Homes o "Texas. LLC
B:
a re)
David Au: hinbau:
(Printed Name)
Title: Vice President
Company name: Meritage Homes of Texas, LLC
Address: 8840 C• ,ress Waters Blvd. Suite 100
City/State/Zip: Dallas, TX 75019
LiA7r2
Date
CrrY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised June 16, 2016
�►�
Bond 40251912
0062 13 - 1
PERFORMANCE BOND
Page 1 of 2
1 SECTION 00 6213
2 PERFORMANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we, Conatser Construction TX, L.P. , known as "Principal" herein and
g Berkley Insurance Company , a corporate surety(sureties, if more than one) duly authorized to
9 do business in the State of Texas, known as "Surety" herein (whether one or more), are held and
10 firmly bound unto the Developer, Meritage Homes of Texas LLC, authorized to do business in
11 Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the
12 penal sum of, One Million Six Hundred Severs Thousand, One Hundred and Fifty -Three and
13 501100 Dollars ($1,607,153.50), lawful money of the United States, to be paid in Fort Worth,
14 Tarrant County, Texas for the payment of which sum well and truly to be made jointly unto the
15 Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators,
16 successors and assigns, jointly and severally, firmly by these presents.
17 WHEREAS, Developer and City have entered into an Agreement for the construction of
18 community facilities in the City of Fort Worth by and through a Community Facilities
19 Agreement, CFA 22-0193 : and
20 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
21 the 17 day of April 12023 which Contract is hereby referred to and made a
22 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
23 and other accessories defined by law, in the prosecution of the Work, including any Change
24 Orders, as provided for in said Contract designated as Chisholm Trail Ranch Section 3 Phase 1B.
25 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
26 shall faithfully perform it obligations under the Contract and shall in all respects duly and
27 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
28 specifications, and contract documents therein referred to, and as well during any period of
29 extension of the Contract that may be granted on the part of the Developer and/or City, then this
30 obligation shalt be and become null and void, otherwise to remain in full force and effect.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
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006213-2
PERFORMANCE BOND
Page 2 of 2
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.
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 statue.
IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
this instrument by duly authorized agents and officers on this the 17 day of
April , 20 23 .
ATTEST:
(Prix clpal) Secreta ,
Ko_kA:,� e471—C,'
Witness as to Principal
ti
Witness as to Surety
PRINCIPAL.
Conatser Construction TX. L.P.
BY:
Signature d
Brock Huggins, President
Name and Title
Address: 5327 Wichita Street
Ft. Worth. TX 76119
SURETY:
Berkley Insurance Company
BY:
S gnature
Sophinie Hunter, Attorney -In -Fact
Name and Title
Address: 5005 LBJ Freeway, Suite 1500
Dallas, TX 75244
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
Bond #0251912
0062 14 - 1
PAYMENTBOND
Page I of 2
I SECTION 00 6214
2 PAYMENT BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7
8 That we, Conatser. Construction TX. L.P. , known as "Principal"
9 herein, and Berkley Insurance Company , a corporate
10 surety ( or sureties if more than one), duly authorized to do business in the State of Texas, known
11 as "Surety" herein (whether one or more), are held and firmly bound unto the Developer,
12 Meritage Homes of Texas LLC, authorized to do business in Texas "(Developer"), and the City of
13 Fort Worth, a Texas municipal corporation ("City"), in the penal sum of One Million Six
14 Hundred Seven Thousand, One Hundred and Fifty -Three and 501100 Dollars ($1, 607,153.50),
15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the
16 payment of which sum well and truly be made jointly unto the Developer and the City as dual
17 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly
18 and severally, firmly by these presents:
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 22-0193 : and
22 WHEREAS, Principal has entered into a certain written Contract with Developer,
23 awarded the 17 day of April , 20 23 , which Contract is hereby
24 referred to and made a 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 as provided for in said Contract and designated as Chisholm Trail Ranch Section 3 Phase
27 113.
28 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
29 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
30 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
31 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
32 force and effect.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
00 62 14 - 2
PAYMENT BOND
Page 2 of 2
1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
3 accordance with the provisions of said statute.
4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
5 this instrument by duly authorized agents and officers on this the 17 day of
6 April , 2023
7
PRINCIPAL.
Conatser Construction TX L.P.
ATTEST: BY: 4ure
Sign
Brock Hu;, L ins. President
(Principal) Secreig Name and Title
Address: 5327 W;chita Street
-Ft. Worth_ TX 76119
Witness as to Principal
SURETY:
Berkley Insurance Company
ATTEST: BY: _ ZrAz siLI1_ _
Signat ,re
So: hinie Hunter, Attorney -In -Fact
(Surety) Secretary Name and Title
Address: 5005 LBJ Freeway , Suite 1500
Dallas, TX 75244
Witness as to Surety
Telephone Number: 214-989-0000
8
9 Note: If signed by an officer of the Surety, there must be on file a certified extract from the
10 bylaws showing that this person has authority to sign such obligation. If Surety's physical
I t address is different from its mailing address, both must be provided.
12
13 The date of the bond shall not be prior to the date the Contract is awarded.
14 END OF SECTION
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Bond #0251912
006219-1
MAINTENANCE BOND
Page 1 of 3
1
SECTION 00 6219
2
MAINTENANCE BOND
3
4 THE STATE OF TEXAS
§
5
§ KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT
§
7
8 That we Conatser Construction TX: L.P. , known as "Principal"
9 herein and Berkley Insurance Company , a corporate surety (sureties, if
10 more than one) duly authorized to do business in the State of Texas, known as "Surety" herein
11 (whether one or more), are held and firmly bound unto the Developer, Meritage Homes of Texas
12 LLC, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas
13 municipal corporation ("City"), in the sum of One Million Six Hundred Seven Thousand, One
14 Hundred and Fifty -Three and 501100 Dollars ($1, 607,153.50), lawful money of the United
15 States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly
16 be made jointly unto the Developer and the City as dual obligees and their successors, we bind
17 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,
18 firmly by these presents.
19
20 WHEREAS, Developer and City have entered into an Agreement for the construction of
21 community facilities in the City of Fort Worth by and through a Community Facilities
22 Agreement, CFA 22-0193 ; and
23 WHEREAS, the Principal has entered into a certain written contract with the Developer
24 awarded the 17 day of April 2023 , which Contract is
25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all
26 materials, equipment labor and other accessories as defined by law, in the prosecution of the
27 Work, including any Work resulting from a duly authorized Change Order (collectively herein,
28 the "Work") as provided for in said Contract and designated as Chisholm Trail Ranch Section 3
29 Phase 113; and
30
31 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
32 accordance with the plans, specifications and Contract Documents that the Work is and will
33 remain free from defects in materials or workmanship for and during the period of two (2) years
34 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2021
006219-2
MAINTENANCE BOND
Page 2 of 3
1
2 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
3 upon receiving notice from the Developer and/or City of the need thereof at any time within the
4 Maintenance Period.
5
6 NOW THEREFORE, the condition of this obligation is such that if Principal shall
7 remedy any defective Work, for which timely notice was provided by Developer or City, to a
8 completion satisfactory to the City, then this obligation shall become null and void; otherwise to
9 remain in full force and effect.
10
11 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
12 noticed defective Work, it is agreed that the Developer or City may cause any and all such
13 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
14 by the Principal and the Surety under this Maintenance Bond; and
15
16 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
17 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
18 Worth Division; and
19
20 PROVIDED FURTHER, that this obligation shall be continuous in nature and
21 successive recoveries may be had hereon for successive breaches.
22
23
24
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2021
006219-3
MAINTENANCE BOND
Page 3 of 3
1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
2 instrument by duly authorized agents and officers on this the 17 day of
3 April 2023
4
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ATTEST:
(Princi l) Secretary
Witness as to Principal
ATTEST:
(Surety) Secretary
Witness as to Surety
PRINCIPAL:
Conatser Construction TX. L.P.
BY:
Signaturel—
Brock Huscins. President
Name and Title
Address: 5327 Wichita Street_
Ft. Worth. TX 76119
SURETY:
Berkley Insurance Company
BY:
*Snat,4r6e4z
Sophinie Hunter, Attorney -In -Fact
Name and Title
Address: 5005 LBJ Freeway, Suite 1500
Dallas. TX 75244
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, 2021
No. BI-7280k-el
POWER OF ATTORNEY
BERKLEY INSURANCE COMPANY
WILMINGTON, DELAWARE
NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully.
KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly
organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted
and appointed, and does by these presents make, constitute and appoint: Ricardo A Reyna; Don E. Cornell; Sophinte Hunter;
Robbi Morales; Kelly A. Westbrook, Tina McEwan; Joshua Saunders; Tonle Petranek; or Mikaela Peppers of Aon Risk
Services Southwest, Inc. of Dallas, TX its true and lawful Attorney -in -Fact, to sign its name as surety only as delineated below
and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty
Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.$50,000,000.00), to the
same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its
principal office in their own proper persons.
This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware,
without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following
resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010:
RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chairman of the Board, Chief
Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant
Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attomey-in-fact named therein
to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the
corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such
attorney -in -fact and revoke any power of attorney previously granted; and further
RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances,
or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the
manner and to the extent therein stated; and further
RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney -in -fact named; and
further
RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any
power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or
other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as
though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any
person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have
ceased to be such at the time when such instruments shall be issued.
IN WITNESS WHE'MP, the Company has caused these presents to be signed and attested by its appropriate officers and its
corporate seal hereunto affixed thisl 1th day of Map i 2022
{a�£F4 Attest / '' BerkIcs Insurance Company
By By
Je
nwn r Executive Vice President & Secretary 5` li rc4 esident
STATE OF CONNECTICUT )
) ss:
COUNTY OF FAI RF'IELD )
Sworn to bafore me, a Notary Public in the State of Connecticut, this 11th day of May 2022 . by Ira S. Lederman
and 7cfrCy K Hafl:er who are swom to me to be the Executive Vice President !'Secretary, and t Seaior Brice President,
eCompany. ut ""M EH
respectively, InsurancnroTAYUM 10
t"r COMMISSIONAEXPIRES WAJT
:arary l'tiblic, State of Co>anectiout
CERTI nCATE
1, the undersigned, Assistant Secretary of BERI LEY 1NSUIL&NCE COMPANY, DO HEREBY CERTIFY that the foregoing is a.
trus, correct and complete copy of the original Power of Attorney; that said Power of Attorney has not bees revoked or rescinded
and-f�-bk authority of the Attorney -in -Fact set forth therein, who executed the bond or undertaking to which this Power of
shed, is in full force and effect as of this date.
4A der my hand and seal of the Company, this day of
� 1,7p
Vincent P. Forte
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call Berkley Surety Group, LLC and its affiliates by
telephone for information or to make a complaint:
BERKLEY SURETY GROUP, LLC
Please send all notices of claim on this bond to:
Berkley Surety Group, LLC
(866) 768-3534
412 Mount Kemble Avenue, Suite 31ON
Morristown, NJ 07960
Attn: Surety Claims Department
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:11www.tdi.state.tx.us
E-mail: Cons um e rProtecti on(6-)tdi.state.tx.us
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your premium or about a claim
you should contact your agent or Berkley Surety Group, LLC first. If
the dispute is not resolved, you may contact the Texas Department of
Insurance.
ATTACH THIS NOTICE TO YOUR BOND:
This notice is for information only and does not become a part or
condition of the attached document and is given to comply with Texas
legal and regulatory requirements.
CONASTER
LIGHTING
Lighting
DAP-BIDPROPOSAL
Page 5 of 7
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item
Description
I Specification
Unit of
Bid
Unit Price
Bid Value
No.
SectionIQo.
Measure
Quantity
UNIT V: STREET LIGHTING IMPR VEMEN
1 _
3441.3301 Rdwy Ilium Foundation_TY 1
- 3441 20
EA TM
13
$1,200000
$15,600,00
2
3441.3341 Rdwy Ilium TY 11 Pole -
— 34 41 20
_
EA
13
$1,800.00
$23.40600.00
_ 3
Luminair
9999.0016 Type R2 e
00 00 00
EA
11
$850.00
4—
T
9999.0017 Type R4 Luminaire
- 00 00 00
_
EA _
2
$950.00
�$9,350.00
$1 900,000
5
3441.1638 Furnish/Install Type 33B Arm —
34 41 20
-
EA
13
$600.00
$7.800.00
6
2605.3015 2" Condt CH PVC S80 (T)
-
26 05 33.
Y.�
LF
650
$15.00
$9_750.00
7
—
-
-.
9
10
11
-- - -
13-
-14
15�_-------
-16
17
_18
-1.8
-
20
-21
-
- -
-
22
23
-- - --
—
w24-
--
25
-- --
----
- - -.
-
- - - - -
- - -
_26
27
—28-
- 29-
_ 30
31
32---
-
33 —
-
34
--- ----
-
-
_ 35
_-736
37
_ 99
39
- 40
_
-- --
41
4
--43...----
-
44..._.-_-
45
TOTAL UNIT V: STREET LIGHTIN 'q IMPR0`6 EMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version Mq 22.2019
$67,800.00
2022122D 004247 Bid Proposal DAPxIs
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Iaghtmy
DAP - BID PROPOSAL.
Page 7 of 7
Bidder's Application
Project Item Information
Bidder's Proposal
Bidlist Item Specification Unit Of Bid
DescriptionSpecification
Unit Price Bid Value
No. No. Measure Quantity
Bid Summary
UNIT l: WATER Irv--Kvvetvu=-NTS
UNIT II: SANITARY SEWER IMPROVEMENTS
UNIT III: DRAINAGE IMPROVEMENTS
UNIT IV: PAVING IMPROVEMENTS
UNIT V: STREET LIGHTING IMPROVEMENTS
$67,800.00
UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS
Total Construction Bid
$67,800.00
This Bid is submitted by the entity named below:
BIDDER BY: Brack Huggins
Conaster Construction TX, UP
5327 Wichita Street
Ft Worth TX 76119 TITLE: President
DATE:
Contractor agrees to complete WORK for FINAL ACCEPTANCE within 30 working days after the date when the
CONTRACT commences to run as provided in the General Conditions_
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Vwsim May 22, 2019 20221220 00 42 43 Bid Proposd DAP.As
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
00 45 12 - 1
PREQUALWICATION STATEMENT
Page 1 of 1
SECTION 00 4512
PREQUALIFICATION STATEMENT
Each Bidder for a City procurement 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.
Major Work Contractor/Subcontractor Company Name Prequalification
T% pe Ex, iration Date
Roadway & Conatser Construction TX, L.P. 1/26124
Pedestrian
Li. htin
The undersigned hereby certifies that the contractors and/or subcontractors described in
the table above are currently prequalified for the work types listed.
BIDDER:
Conatser Construction TX. L.P.
Company
5327 Wichita Street
Address
Ft. Worth, TX 76119
City/State/Zip
By: Brock Hu.: ir_s
(Please Print)
Signature: _w,
Title: President
(Please Print)
Date:
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
4/17/23
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
004526-1
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. 104064. 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:
Conatser Construction TX. L.P.
Company
5327 Wichita Street
Address
Ft. Worth. TX 76119
City/State/Zip
THE STATE OF TEXAS
COUNTY OF TARRANT
By: Brock Huggins
(Please Print)
Signature:
Title: President
(Please Print)
BEFORE ME, the undersigned authority, on this day personally appeared
Brock Hup;.- ins , 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 President for the purposes and consideration
therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of
N--i i , 20'Z5
ri;} p'• •., KATHERINE R05E !l U y { f
NOTARY PUBLIC
IDO
1334B7933 NotaryPublic in and for the State of Texas
'9=.....• State of TO=
Comm. E)p,11.30-2025
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2, 2014
005243-1
Developer Awarded Project Agreement
Page 1 of 4
1 SECTION 00 52 43
2 AGREEMENT
3
4 THIS AGREEMENT, authorized on 4/17/23 is made by and between the Developer,
5 Meritage Homes of Texas LLC, authorized to do business in Texas ("Developer") , and Conatser
6 Construction TX, L.P. , authorized to do
7 business in Texas, acting by and through its duly authorized representative, ("Contractor").
8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
9 follows:
10 Article 1. WORD
11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
12 Project identified herein.
13 Article 2. PROJECT
14 The project for which the Work under the Contract Documents may be the whole or only a part is
15 generally described as follows:
16 Chisholm Trail Ranch Section 3 Phase IB
17 CFA 22-0193 . CPN104064
18 FID No.30114-0200431.-104064-EO7685
19 Article 3. CONTRACT TIME
20 3.1 Time is of the essence.
21 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
22 Documents are of the essence to this Contract.
23 3.2 Final Acceptance.
24 The Work will be complete for Final Acceptance within 30 working days after the date
25 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard
26 City Conditions of the Construction Contract for Developer Awarded Projects.
27 3.3 Liquidated damages
28 Contractor recognizes that time is of the essence of this Agreement and that Developer
29 will suffer financial loss if the Work is not completed within the times specified in
30 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of
31 the Standard City Conditions of the Construction Contract for Developer Awarded
32 Projects. The Contractor also recognizes the delays, expense and difficulties involved in
33 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not
34 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees
35 that as liquidated damages for delay (but not as a penalty), Contractor shall pay
36 Developer ZERO ($ 0 ) for each day that expires after the time specified in
37 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised June 16, 2016
00 52 43 - 2
Developer Awarded Project Agreement
Page 2 of 4
38 Article 4. CONTRACT PRICE
39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
40 Documents an amount in current funds of Six -Seven Thousand, Eight Hundred and 00/100
41 Dollars ($67,800.00).
42 Article 5. CONTRACT DOCUMENTS
43 5.1 CONTENTS:
44
A. The Contract Documents which comprise the entire agreement between Developer and
45
Contractor
concerning the Work consist of the following:
46
1.
This Agreement.
47
2.
Attachments to this Agreement:
48
a. Bid Form (As provided by Developer)
49
1) Proposal Form (DAP Version)
50
2) Prequalification Statement
51
3) State and Federal documents (project specific)
52
b. Insurance ACORD Form(s)
53
c. Payment Bond (DAP Version)
54
d. Performance Bond (DAP Version)
55
e. Maintenance Bond (DAP Version)
56
f. Power of Attorney for the Bonds
57
g. Worker's Compensation Affidavit
58
h. MBE and/or SBE Commitment Form (If required)
59
3.
Standard City General Conditions of the Construction Contract for Developer
60
Awarded Projects.
61
4.
Supplementary Conditions.
62
5.
Specifications specifically made a part of the Contract Documents by attachment
63
or, if not attached, as incorporated by reference and described in the Table of
64
Contents of the Project's Contract Documents.
65
6.
Drawings.
66
7.
Addenda.
67
8.
Documentation submitted by Contractor prior to Notice of Award.
68
9.
The following which may be delivered or issued after the Effective Date of the
69
Agreement and, if issued, become an incorporated part of the Contract Documents:
70
a. Notice to Proceed.
71
b. Field Orders.
72
c. Change Orders.
73
d. Letter of Final Acceptance.
74
75
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised June 16, 2016
005243-3
Developer Awarded Project Agreement
Page 3 of 4
76
Article 6. INDEMNIFICATION
77
6.1
Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
78
expense, the city, its officers, servants and employees, from and against any and all
79
claims arising out of, or alleged to arise out of, the work and services to be performed
80
by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
81
under this contract. This indemnification provision is specificalh intended to overate
82
and be effective even if it is alleged or proven that all or some of the damaces beine
83
sought were caused. in whole or in Dart, by anv act. omission or nevh:,-encc of the cite.
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 specificalIv intended to operate and be effective even if it is alleged or
94
proven that all or some of the damages beine sought were caused. in whole or in Dart-
95
b► anv act. omission or ne0h!enee 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
ill
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised June 16, 2016
005243-4
Developer Awarded Project Agreement
Page 4 of 4
117
118 7.6 Authority to Sign.
119 Contractor shall attach evidence of authority to sign Agreement, if other than duly
120 authorized signatory of the Contractor.
121
122 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
123 counterparts.
124
125 This Agreement is effective as of the last date signed by the Parties ("Effective Date").
126
Contractor:
Conatser Construction TX, L.P.
(Sis,4i�ture)
Brock Huggins
(Printed Name)
Title: President
Company Name: Conatser Construction
TX, L.P.
Address: 5327 Wichita Street
Cii ,/State/Zi : Ft. Worth, TX 76119
4/17/23
Date
127
Developer:
Meritae Homes of "Texas. LLC
B\: _
(Si to )
David Aughinbaugh
(Printed Name)
Title: Vice President
Company name: Meritage Homes of Texas, LLC
Address: 8840 C -ress Waters Blvd, Suite 100
Cit /State/Zi:,: Dallas, TX 75019
Date
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised June 16, 2016
Bond #0251913
0062 13- 1
PERFORMANCE 13OND
Page 1 of 2
1 SECTION 00 6213
2 PERFORMANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we, .Conatser Construction TX,.L.P, known as "Principal" herein and
8 Berkley Insurance Company , a corporate surety(sureties, if more than one) duly authorized to
9 do business in the State of Texas, known as "Surety" herein (whether one or more), are held and
10 firmly bound unto the Developer, Meritage Homes of Texas LLC, authorized to do business in
11 Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the
12 penal sum of, Sixty -Seven Thousand, Eight Hundred and 00/100 Dollars ($67,800.00), lawful
13 money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of
14 which sum well and truly to be made jointly unto the Developer and the City as dual obligees, we
15 bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,
16 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 22-0193 : and
20 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
21 the 17 day of April , 2023 , which Contract is hereby referred to and made a
22 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
23 and other accessories defined by law, in the prosecution of the Work, including any Change
24 Orders, as provided for in said Contract designated as Chisholm Trail Ranch Section 3 Phase 113.
25 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
26 shall faithfully perform it obligations under the Contract and shall in all respects duly and
27 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
28 specifications, and contract documents therein referred to, and as well during any period of
29 extension of the Contract that may be granted on the part of the Developer and/or City, then this
30 obligation shall be and become null and void, otherwise to remain in full force and effect.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
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
5
6
7
8
9
10
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12
13
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31
32
33
34
35
36
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38
39
40
41
42
43
44
45
46
47
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 statue.
IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
this instrument by duly authorized agents and officers on this the 17 day of
April , 2023
PRINCIPAL:
Conatser Construction TX. L.P.
ATTEST:
(Princ pal Secretary
Witness as to Principal
Witness as to Surety
BY:
Signature 00
Brock Huia;ins, President
Name and Title
Address: 5327 Wichita Street
Ft. Worth, TX 76119
SURETY:
Berkley Insurance Company
Y
BY:,�} u ?
Si ature
Sophinie Hunter, Attomey-In-Fact
Name and Title
Address: 5005 LBJ Freeway, Suite 1500
Dallas, TX 75244
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
Bond #0251913
00 62 14 - 1
PAYMENT BOND
Page 1 of 2
1 SECTION 00 6214
2 PAYMENT BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7
8 That we, Conatser Construction TX. L.P. , known as "Principal"9 herein, and Berkley Insurance Company , a corporate
10 surety ( or 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,
12 Meritage Homes of Texas LLC, authorized to do business in Texas "(Developer"), and the City of
13 Fort Worth, a Texas municipal corporation ("City"), in the penal sum of Sixty -Seven Thousand,
14 Eight Hundred and 00/100 Dollars ($67,800.00). lawful money of the United States, to be paid in
15 Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly
16 unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors,
17 administrators, 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 22-0193 ; and
21 WHEREAS, Principal has entered into a certain written Contract with Developer,
22 awarded the 17 day of April , 2023 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 Chisholm Trail Ranch Phase Section 3
26 113.
27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
31 force and effect.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
006214-2
PAYMENTBOND
Page 2 of 2
1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
3 accordance with the provisions of said statute.
4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
5 this instrument by duly authorized agents and officers on this the 17 day of
6 ADM .2023 .
PI
8
9
10
11
12
13
14
ATTEST:
(Principal) Secretary 6
Witness as to Principal
ATTEST:
(Surety) Secretary
Witness as to Surety
PRINCIPAL:
Conatser Construction TX L.P
BY: „�, -
Slgnature
Brock Hu-;,. ins. President
Name and Title
Address: 5327 Wichita Street
Ft. Worth. TX 76119
SURETY.
Berkley Insurance Company
BY: _.
Signat,:re
Sophinie Hunter, Attorney -in -Fact
Name and Title
Address: 5005 LBJ Freeway, Suite 1500
Dallas, TX 75244
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
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Bond #0251913
0062 19 - 1
MAINTENANCE BOND
Page 1 of 3
1 SECTION 00 6219
2 MAINTENANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7
8 That we Conatser Construction TX. L.P. , known as "Principal"
9 herein and Berkley Insurance Company , a corporate surety (sureties, if
10 more than one) duly authorized to do business in the State of Texas, known as "Surety" herein
11 (whether one or more), are held and firmly bound unto the Developer, Meritage Homes of Texas
12 LLC, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas
13 municipal corporation ("City"), in the sum of Sixty -,Seven Thousand, Eight Hundred and 00/100
14 Dollars ($67, 800.00), lawful money of the United States, to be paid in Fort Worth, Tarrant
15 County, Texas, for payment of which sum well and truly be made jointly unto the Developer and
16 the City as dual obligees and their successors, we bind ourselves, our heirs, executors,
17 administrators, successors and assigns, jointly and severally, firmly by these presents.
18
19 WHEREAS, Developer and City have entered into an Agreement for the construction of
20 community facilities in the City of Fort Worth by and through a Community Facilities
21 Agreement, CFA 22-0193 : and
22 WHEREAS, the Principal has entered into a certain written contract with the Developer
23 awarded the 17 day of April . 2023 , 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 Chisholm Trail Ranch Section 3
28 Phase 1B; and
29
30 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
31 accordance with the plans, specifications and Contract Documents that the Work is and will
32 remain free from defects in materials or workmanship for and during the period of two (2) years
33 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
34
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2021
006219-2
MAINTENANCE BOND
Page 2 of 3
1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
2 upon receiving notice from the Developer and/or City of the need thereof at any time within the
3 Maintenance Period.
4
5 NOW THEREFORE, the condition of this obligation is such that if Principal shall
6 remedy any defective Work, for which timely notice was provided by Developer or City, to a
7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to
a remain in full force and effect.
9
10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
1 I noticed defective Work, it is agreed that the Developer or City may cause any and all such
12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
13 by the Principal and the Surety under this Maintenance Bond; and
14
15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
17 Worth Division; and
18
19 PROVIDED FURTHER, that this obligation shall be continuous in nature and
20 successive recoveries may be had hereon for successive breaches.
21
22
23
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2021
006219-3
MAINTENANCE BOND
Page 3 of 3
i 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 17 day of
3 April 2023
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
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25
26
27
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29
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35
36
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38
39
40
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42
ATTEST:
(Print ecretary
Witness as to Principal
ATTEST:
(Surety) Secre `
Witness as to Surety
PRINCIPAL:
Conatser Construction TX. L.P.
BY:
Signature 00
Brock Huvcins, President
Name and Title
Address: 5327 Wichita Street
Ft. Worth. TX 76119
SURETY:
Berkley Insurance Company
y IGi�th
BY:
Si nature
Sophinie Hunter, Attorney -In -Fact
Name and Title
Address: 5005 LBJ Freeway, Suite 1500
Dallas, TX 75244
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, 2021
No. BI-7280k el
POWER OF ATTORNEY
BERKLEY INSURANCE COMPANY
WILMINGTON, DELAWARE
NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully.
KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly
organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted
and appointed, and does by these presents make, constitute and appoint: Ricardo J. Reyna; Don E. Cornell, Sophinie Hunter,
Robbi Morales; Kelly A. Westbrook; 77na McEwan; Joshua Saunders; Tonle Petranek; or Mikaela Peppers of Aon Risk
Services Southwest, Ina of Dallas, TX its true and lawful Attorney -in -Fact, to sign its name as surety only as delineated below
and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty
Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.$50,000,000.00), to the
same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its
principal office in their own proper persons.
This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware,
without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following
resolutions which were duly and validly adopted at a meeting of the Board of Directors ofthe Company held on January 25, 2010:
RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chairman of the Board, Chief
Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant
Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney -in -fact named therein
to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the
corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such
attorney -in -fact and revoke any power of attorney previously granted; and further
RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances,
or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the
manner and to the extent therein stated; and further
RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney -in -fact named; and
further
RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any
power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or
other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as
though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any
person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have
ceased to be such at the time when such instruments shall be issued.
IN WITNESS WHEREOF, the Company has caused these presents to, be signed and attested by its appropriate officers and its
corporate seal hereunto affixed thist 1th day of May l2022
'SVRwv Attest Berkle = Insurance Company
By , ,
" L 1 L9 is're 7e }tt�� a
tawA�`` Executive Vice President & Secretary se
- 1resident
STATE OF CO.' NECTICUT )
) ss:
COUNTY OF FADZFIELD )
Swam to before me, a Notary Public in the State of Connecticut, this 11th day of Ma.y _ 2022 by Ira S. Lederman
and Jeffrey M, Rafter who are sworn to me to be the Executive Vice President �Secretxry, and trA Senior irce President,
respectively, ofBorkie Insurance Co an . warlin c nun,oeaxet '
P Yy y mP Y NOTARY TICUT �%,`t�, �
�tr ran. s a iR� ` �Y Vublic, State of Cosyaecticut
CERT 1171CATE
I, the undersigned, Assistant Secretary of BERKLEY INSURANCE COMPANY, DO BEREBY CERTIFY that the foregoing is a
true, correct and complete copy of the original Power of Attorney, ;hat said Power of Attorney has not been revoked or rescisaded
noel t'aat t authority of the Attorney -in -Fact set forth therein, who executed the bond or undeztaking to which this Power of
titeA p�ched, is in full force and effect as ofthis date.
�; �•yy �n " `�.,der my hand and seal of the Company, this • day of
w 49
41
Vincent P. Forte -
...�--
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call Berkley Surety Group, LLC and its affiliates by
telephone for information or to make a complaint:
BERKLEY SURETY GROUP, LLC
Please send all notices of claim on this bond to:
Berkley Surety Group, LLC
(866) 768-3534
412 Mount Kemble Avenue, Suite 31ON
Morristown, NJ 07960
Attn: Surety Claims Department
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: httc1://www.tdi.state.tx.us
E-mail: ConsumerProtection c)tdi.state.tx.us
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your premium or about a claim
you should contact your agent or Berkley Surety Group, LLC first. If
the dispute is not resolved, you may contact the Texas Department of
Insurance.
ATTACH THIS NOTICE TO YOUR BOND:
This notice is for information only and does not become a part or
condition of the attached document and is given to comply with Texas
legal and regulatory requirements.
STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
CPN 104064
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Article 1 — Definitions and Terminology..........
1.01 Defined Terms ...............................
1.02 Terminology ..................................
Article 2 —
Preliminary Matters .......................
2.01
Before Starting Construction......
2.02
Preconstruction Conference........
2.03
Public Meeting ............................
Page
.............................................1
.............................................1
............................................. 5
....................................................... 6
....................................................... 6
....................................................... 6
....................................................... 6
Article 3 — Contract Documents and Amending............................................................................................... 6
3.01 Reference Standards..................................................................................................................... 6
3.02 Amending and Supplementing Contract Documents.................................................................. 6
Article 4 — Bonds and Insurance....................................................................................................................... 7
4.01 Licensed Sureties and Insurers..................................................................................................... 7
4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7
4.03 Certificates of Insurance............................................................................................................... 7
4.04 Contractor's Insurance.................................................................................................................. 9
4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12
Article 5 —
Contractor's Responsibilities........................................................................................................12
5.01
Supervision and Superintendent.................................................................................................12
5.02
Labor; Working Hours................................................................................................................13
5.03
Services, Materials, and Equipment...........................................................................................13
5.04
Project Schedule..........................................................................................................................14
5.05
Substitutes and "Or-Equals".......................................................................................................14
5.06
Pre -Qualification of Bidders (Prime Contractors and Subcontractors).....................................16
5.07
Concerning Subcontractors, Suppliers, and Others...................................................................16
5.08
Wage Rates..................................................................................................................................18
5.09
Patent Fees and Royalties...........................................................................................................19
5.10
Laws and Regulations.................................................................................................................19
5.11
Use of Site and Other Areas.......................................................................................................19
5.12
Record Documents......................................................................................................................20
5.13
Safety and Protection..................................................................................................................
21
5.14
Safety Representative.................................................................................................................21
5.15
Hazard Communication Programs.............................................................................................22
5.16
Submittals....................................................................................................................................22
5.17
Contractor's General Warranty and Guarantee..........................................................................23
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
CPN 104064
5.18 Indemnification ............................................
5.19 Delegation of Professional Design Services
5.20 Right to Audit: .............................................
5.21 Nondiscrimination ........................................
Article 6 - Other Work at the Site.......
6.01 Related Work at Site .......
Article 7 - City's Responsibilities ............................................
7.01 Inspections, Tests, and Approvals .......................
7.02 Limitations on City's Responsibilities ................
7.03 Compliance with Safety Program ........................
Article 8 - City's Observation Status During Construction.......
8.01 City's Project Representative .................................
8.02 Authorized Variations in Work ..............................
8.03 Rejecting Defective Work ......................................
8.04 Determinations for Work Performed ......................
Article 9 - Changes in the Work ......................
9.01 Authorized Changes in the Work
9.02 Notification to Surety ...................
Article 10 - Change of Contract Price; Change of Contract Time
10.01 Change of Contract Price ...........................................
10.02 Change of Contract Time ...........................................
10.03 Delays.........................................................................
Article 11 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ............
11.01 Notice of Defects..............................................................................................................
11.02 Access to Work.................................................................................................................
11.03 Tests and Inspections........................................................................................................
11.04 Uncovering Work.............................................................................................................
11.05 City May Stop the Work...................................................................................................
11.06 Correction or Removal of Defective Work......................................................................
11.07 Correction Period..............................................................................................................
11.08 City May Correct Defective Work...................................................................................
Article 12 - Completion ..........................................
12.01 Contractor's Warranty of Title ...........
12.02 Partial Utilization ................................
12.03 Final Inspection ...................................
12.04 Final Acceptance .................................
Article 13 - Suspension of Work .....................................
13.01 City May Suspend Work .............................
Article 14 - Miscellaneous .........................................
14.01 Giving Notice .........................................
CITY OF FORT WORTH
STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
24
24
25
25
26
26
26
26
26
27
a
a
... 29
... 29
... 29
... 29
... 30
... 30
... 30
... 30
... 31
................................. 32
................................. 32
................................. 32
................................. 32
................................. 33
............................................................. 33
............................................................. 33
34
34
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
CPN 104064
14.02 Computation of Times................................................................................................................ 34
14.03 Cumulative Remedies................................................................................................................. 34
14.04 Survival of Obligations............................................................................................................... 35
14.05 Headings......................................................................................................................................35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
CPN 104064
0073 10- 1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
ARTICLE 1— DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed -defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. Asbestos —Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3. Business Day — A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4. Buzzsaw — City's on-line, electronic document management and collaboration system.
5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight.
6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7. Community Facilities Agreement (CFA) A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8. Contract —The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents —Those items that make up the contract and which must include the
Agreement, and it's attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 113
CPN 104064
0073 10-2
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 2 of 35
b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non -Resident Bidder
iii. Prequalification Statement
C. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
1. Supplementary Conditions
in. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project's Contract Documents
o. Drawings
P. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10. Contractor —The individual or entity with whom Developer has entered into the Agreement.
11. Day or day —A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer — An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. Drawings —That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14. Engineer —The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 113
CPN 104064
0073 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 verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
17. General Requirements —A part of the Contract Documents between the Developer and a
Contractor.
18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20. Milestone —A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non -Participating Change Order —A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
22. Participating Change Order —A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
23. Plans — See definition of Drawings.
24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor's plan to accomplish the Work within the Contract Time.
25. Project —The Work to be performed under the Contract Documents.
26. Project Representative —The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting — An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28. Regular Working Hours — Hours beginning at 7: 00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29. Samples Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
CPN 104064
0073 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 apart 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
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
CPN 104064
0073 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.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.13 through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Defective:
1. The word "defective," when modifying the word "Work," refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City's written acceptance.
C. Furnish, Install, Perform, Provide:
1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 113
CPN 104064
0073 10- 6
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 6 of 35
ARTICLE 2 — PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non -
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non -Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 113
CPN 104064
0073 10- 7
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 7 of 35
1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City's written interpretation or clarification.
ARTICLE 4 — BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor's obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney -in -fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 113
CPN 104064
0073 10- 8
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 8 of 35
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
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 113
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first -dollar basis, must be acceptable to and approved by the City.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage's and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either 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.
4.04 Contractor's Insurance
A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor's
performance of the Work and Contractor's other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
CPN 104064
00 73 10- 10
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 10 of 35
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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
CPN 104064
00 73 10- 11
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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1) $1, 000, 000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2) $250,000 Bodily Injury per person
3) $500,000 Bodily Injury per accident /
4) $100,000 Property Damage
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1. The Contractor's construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: NONE
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: NONE
Enter limits provided by Railroad Company (If none, write none)
b. Each Occurrence:: NONE
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 -
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 113
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at -grade crossing, other work or activity is
proposed on a railroad company's right-of-way at a location entirely separate from the
grade separation or at -grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company's
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company's property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor's beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 113
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 13 of 35
Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor's representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 113
CPN 104064
00 73 10- 14
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 14 of 35
C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
5.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made by participating change orders.
5.05 Substitutes and "Or -Equals "
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or "or -equal" item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an "or -equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
CPN 104064
00 73 10- 15
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 15 of 35
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
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
CPN 104064
00 73 10- 16
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 16 of 35
4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City's sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 5.05.A.2.
C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.13. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents.
F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or -equal" at Contractor's expense.
G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre -qualification
5.07 Concerning Subcontractors, Suppliers, and Others
A. Minority and Women Owned Business Enterprise Compliance:
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 113
CPN 104064
00 73 10- 17
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 17 of 35
❑ 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
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 113
CPN 104064
00 73 10- 18
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 18 of 35
Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.08 Wage Rates
❑ Required for this Contract.
® Not Required for this Contract.
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 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 1 lth day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor's responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor's obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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SECTION 3-PHASE 1 B
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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
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
CPN 104064
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 22 of 35
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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
CPN 104064
00 73 10- 23
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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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
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
CPN 104064
00 73 10- 24
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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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
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY
ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor's responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional's written approval when
submitted to City.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 113
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
CPN 104064
00 73 10- 26
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 26 of 35
ARTICLE 6 — OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City's employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City's employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C. If the proper execution or results of any part of Contractor's Work depends upon work
performed by others under this Article 7, Contractor shall inspect such other work and promptly
report to City in writing any delays, defects, or deficiencies in such other work that render it
unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's
failure to so report will constitute an acceptance of such other work as fit and proper for
integration with Contractor's Work except for latent defects in the work provided by others.
ARTICLE 7 — CITY'S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City's Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor's failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 113
CPN 104064
00 73 10- 27
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 27 of 35
7.03 Compliance with Safety Program
While at the Site, City's employees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City's Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City's representative during construction are
set forth in the Contract Documents.
A. City's Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor's executed Work. Based on
information obtained during such visits and observations, City's Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City's Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City's Project Representative's efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City's Project Representative's visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City's Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 113
CPN 104064
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 28 of 35
8.04 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City's Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
ARTICLE 9 — CHANGES IN THE WORK
9.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or
from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall
promptly proceed with the Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise specifically provided). Extra Work
shall be memorialized by a Participating Change Order which may or may not precede an order
of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a
project with City participation, a Field Order may be issued by the City.
9.02 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor's
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.01 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City
participation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.03 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
CPN 104064
00 73 10- 29
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
CPN 104064
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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.
Developer/Contractor.
City will forward all invoices for retests to
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City's observation and replaced at Contractor's
expense.
11.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor's obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor's services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
CPN 104064
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
12.01 Contractor's Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor's
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
CPN 104064
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.
12.04 Final Acceptance
A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2. consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5. after all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 — SUSPENSION OF WORK
13.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
CPN 104064
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
14.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given i£
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
14.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 113
CPN 104064
00 73 10- 35
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1 B
CPN 104064
011100-1
DAP SUMMARY OF WORK
SECTION 01 11 00
SUMMARY OF WORK
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
Page 1 of 3
1. Summary of Work to be performed in accordance with the Contract Documents
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1 - General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Work Covered by Contract Documents
1. Work is to include furnishing all labor, materials, and equipment, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications.
B. Subsidiary Work
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.
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 [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects [Insert Project Number]
Revised December 20, 2012 CH I S H OLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
01 11 00 - 2
DAP SUMMARY OF WORK
Page 2 of 3
b. Excavated and waste materials shall be stored in such a way as not to interfere
with the use of spaces that may be designated to be left free and unobstructed
and so as not to inconvenience occupants of adjacent property.
c. If the street is occupied by railroad tracks, the Work shall be carried on in such
manner as not to interfere with the operation of the railroad.
1) All Work shall be in accordance with railroad requirements set forth in
Division 0 as well as the railroad permit.
D. Work within Easements
1. Do not enter upon private property for any purpose without having previously
obtained permission from the owner of such property.
2. Do not store equipment or material on private property unless and until the
specified approval of the property owner has been secured in writing by the
Contractor and a copy furnished to the City.
3. Unless specifically provided otherwise, clear all rights -of -way or easements of
obstructions which must be removed to make possible proper prosecution of the
Work as a part of the project construction operations.
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
lawns, fences, culverts, curbing, and all other types of structures or improvements,
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
appurtenances thereof, including the construction of temporary fences and to all
other public or private property adjacent to the Work.
5. Notify the proper representatives of the owners or occupants of the public or private
lands of interest in lands which might be affected by the Work.
a. Such notice shall be made at least 48 hours in advance of the beginning of the
Work.
b. Notices shall be applicable to both public and private utility companies and any
corporation, company, individual, or other, either as owners or occupants,
whose land or interest in land might be affected by the Work.
c. Be responsible for all damage or injury to property of any character resulting
from any act, omission, neglect, or misconduct in the manner or method or
execution of the Work, or at any time due to defective work, material, or
equipment.
6. Fence
a. Restore all fences encountered and removed during construction of the Project
to the original or a better than original condition.
b. Erect temporary fencing in place of the fencing removed whenever the Work is
not in progress and when the site is vacated overnight, and/or at all times to
provide site security.
c. The cost for all fence work within easements, including removal, temporary
closures and replacement, shall be subsidiary to the various items bid in the
project proposal, unless a bid item is specifically provided in the proposal.
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects [Insert Project Number]
Revised December 20, 2012 CH I S H OLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
01 11 00 - 3
DAP SUMMARY OF WORK
Page 3 of 3
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]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects [Insert Project Number]
Revised December 20, 2012 CH I S H OLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
012500-1
DAP SUBSTITUTION PROCEDURES
SECTION 0125 00
SUBSTITUTION PROCEDURES
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
Page 1 of 4
The procedure for requesting the approval of substitution of a product that is not
equivalent to a product which is specified by descriptive or performance criteria or
defined by reference to 1 or more of the following:
a. Name of manufacturer
b. Name of vendor
c. Trade name
d. Catalog number
2. Substitutions are not "or -equals".
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid. No
separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Request for Substitution - General
1. Within 30 days after award of Contract (unless noted otherwise), the City will
consider formal requests from Contractor for substitution of products in place of
those specified.
2. Certain types of equipment and kinds of material are described in Specifications by
means of references to names of manufacturers and vendors, trade names, or catalog
numbers.
a. When this method of specifying is used, it is not intended to exclude from
consideration other products bearing other manufacturer's or vendor's names,
trade names, or catalog numbers, provided said products are "or -equals," as
determined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions
under the following conditions:
a. Or -equals are unavailable due to strike, discontinued production of products
meeting specified requirements, or other factors beyond control of Contractor;
or,
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
012500-2
DAP SUBSTITUTION PROCEDURES
Page 2 of 4
b. Contractor proposes a cost and/or time reduction incentive to the City.
1.5 SUBMITTALS
A. See Request for Substitution Form (attached)
B. Procedure for Requesting Substitution
1. Substitution shall be considered only:
a. After award of Contract
b. Under the conditions stated herein
2. Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compliance of proposed substitution with
Contract Documents
2) Data relating to changes in construction schedule, when a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identification
a) Manufacturer's name
b) Telephone number and representative contact name
c) Specification Section or Drawing reference of originally specified
product, including discrete name or tag number assigned to original
product in the Contract Documents
2) Manufacturer's literature clearly marked to show compliance of proposed
product with Contract Documents
3) Itemized comparison of original and proposed product addressing product
characteristics including, but not necessarily limited to:
a) Size
b) Composition or materials of construction
c) Weight
d) Electrical or mechanical requirements
4) Product experience
a) Location of past projects utilizing product
b) Name and telephone number of persons associated with referenced
projects knowledgeable concerning proposed product
c) Available field data and reports associated with proposed product
5) Samples
a) Provide at request of City.
b) Samples become the property of the City.
c. For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C. Approval or Rejection
1. Written approval or rejection of substitution given by the City
2. City reserves the right to require proposed product to comply with color and pattern
of specified product if necessary to secure design intent.
3. In the event the substitution is approved, if a reduction in cost or time results, it will
be documented by Change Order.
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
012500-3
DAP SUBSTITUTION PROCEDURES
Page 3 of 4
4. Substitution will be rejected if:
a. Submittal is not through the Contractor with his stamp of approval
b. Request is not made in accordance with this Specification Section
c. In the Developer's opinion, acceptance will require substantial revision of the
original design
d. In the City's or Developer's opinion, substitution will not perform adequately
the function consistent with the design intent
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. In making request for substitution or in using an approved product, the Contractor
represents that the Contractor:
1. Has investigated proposed product, and has determined that it is adequate or
superior in all respects to that specified, and that it will perform function for which it
is intended
2. Will provide same guarantee for substitute item as for product specified
3. Will coordinate installation of accepted substitution into Work, to include building
modifications if necessary, making such changes as may be required for Work to be
complete in all respects
4. Waives all claims for additional costs related to substitution which subsequently
arise
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
DATE NAME
END OF SECTION
Revision Log
SUMMARY OF CHANGE
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
012500-4
DAP SUBSTITUTION PROCEDURES
Page 4 of 4
EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason for Substitution:
Include complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A. Will the undersigned contractor pay for changes to the building design, including engineering
and detailing costs caused by the requested substitution?
B. What effect does substitution have on other trades?
C. Differences between proposed substitution and specified item?
D. Differences in product cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specified items are:
Equal Better (explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to the
specified item.
Submitted By: For Use by City
Signature Recommended
as noted
Firm Not recommended
Address By
Date
Date Remarks
Telephone
For Use by City:
Approved Rejected
City Date
Recommended
Received late
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
013119-1
DAP PRECONSTRUCTION MEETING
SECTION 01 31 19
PRECONSTRUCTION MEETING
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
Page 1 of 3
1. Provisions for the preconstruction meeting to be held prior to the start of Work to
clarify construction contract administration procedures
B. Deviations from this City of Fort Worth Standard Specification
1. No construction schedule required unless requested by the City.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the delivery of the
distribution package to the City.
a. The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shall include:
a. Developer and Consultant
b. Contractor's project manager
c. Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
01 31 19 - 2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
e. Other City representatives
f. Others as appropriate
4. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor's work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
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 [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
013119-3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
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]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
013233-1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
SECTION 0132 33
PRECONSTRUCTION VIDEO
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort Worth Standard Specification
1. Though not mandatory, it is highly recommended on infill developer projects.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Preconstruction Video
1. Produce a preconstruction video of the site/alignment, including all areas in the
vicinity of and to be affected by construction.
a. Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
01 32 33 - 2
DAP PRECONSTRUCTION VIDEO
PART 3 - EXECUTION [NOT USED]
DATE NAME
END OF SECTION
Revision Log
SUMMARY OF CHANGE
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
SECTION 0133 00
DAP SUBMITTALS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
013300-1
DAP SUBMITTALS
Page 1 of 8
General methods and requirements of submissions applicable to the following
Work -related submittals:
a. Shop Drawings
b. Product Data (including Standard Product List submittals)
c. Samples
d. Mock Ups
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
d) Purchasing
e) Fabrication
f) Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work.
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
013300-2
DAP SUBMITTALS
Page 2 of 8
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B. Submittal Numbering
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
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 '/2 inches x 11 inches to 8 '/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 [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
013300-3
DAP SUBMITTALS
Page 3 of 8
2. The Project title and number
3. Contractor identification
4. The names of:
a. Contractor
b. Supplier
c. Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s)
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identification by highlighting of deviations from Contract Documents
10. Identification by highlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
F. Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limited to:
a. Custom -prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwork manufacturing instructions
e. Custom templates
f. Special wiring diagrams
g. Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i. As applicable to the Work
2. Details
a. Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. For submittals of product data for products included on the City's Standard Product
List, clearly identify each item selected for use on the Project.
2. For submittals of product data for products not included on the City's Standard
Product List, submittal data may include, but is not necessarily limited to:
a. Standard prepared data for manufactured products (sometimes referred to as
catalog data)
1) Such as the manufacturer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing -in diagrams and templates
5) Catalog cuts
6) Product photographs
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
013300-4
DAP SUBMITTALS
Page 4 of 8
7) Standard wiring diagrams
8) Printed performance curves and operational -range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare -parts listing and printed product warranties
12) As applicable to the Work
H. Samples
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
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 [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
013300-5
DAP SUBMITTALS
Page 5 of 8
a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding the number
previously specified.
K. Submittal Review
1. The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c. Approving departures from details furnished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a. All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
comments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
013300-6
DAP SUBMITTALS
Page 6 of 8
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non -conforming items that were noted.
c) Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor's risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City's
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative's then prevailing rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
7. Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City's
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c. The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the Developer at least 7 Calendar Days prior to release for
manufacture.
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
013300-7
DAP SUBMITTALS
Page 7 of 8
9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L. Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M. Qualifications
1. If specifically required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Sufficient information shall be attached to permit a written response without further
information.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION 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]
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
013300-8
DAP SUBMITTALS
Page 8 of 8
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
10401XI] 01KI X40 I Mei
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 [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 1 of 2
SECTION 0145 23
TESTING AND INSPECTION SERVICES
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to the City's document management system, or another form of
distribution approved by the City.
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City's Project Representative
4. Provide City's Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION 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]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
03/20/2020 D.V. Magaiia Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City's document management system.
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
015000-1
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
SECTION 0150 00
TEMPORARY FACILITIES AND CONTROLS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Temporary Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City's Project Representatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised JULY 1, 2011 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
01 50 00 - 2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City's
established rates.
3. Electricity and Lighting
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4. Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off -site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D. Temporary Fencing
Provide and maintain for the duration or construction when required in contract
documents
E. Dust Control
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised JULY 1, 2011 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on -call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE -INSTALLATION
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised JULY 1, 2011 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
DATE NAME
END OF SECTION
Revision Log
SUMMARY OF CHANGE
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised JULY 1, 2011 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
015526-1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
SECTION 0155 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative procedures for:
a. Street Use Permit
b. Modification of approved traffic control
c. Removal of Street Signs
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
3. Section 34 71 13 — Traffic Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES
A. Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A. Traffic Control
1. General
a. When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B. Street Use Permit
1. Prior to installation of Traffic Control, a City Street Use Permit is required.
a. To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Works Department.
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
015526-2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1) Allow a minimum of 5 working days for permit review.
2) Contractor's responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C. Modification to Approved Traffic Control
Prior to installation traffic control:
a. Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor's responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
D. Removal of Street Sign
1. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E. Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MUTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F. Traffic Control Standards
1. Traffic Control Standards can be found on the City's Buzzsaw website.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION 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]
END OF SECTION
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
015526-3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
015713-1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
SECTION 0157 13
STORM WATER POLLUTION PREVENTION
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Procedures for Storm Water Pollution Prevention Plans
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1 — General Requirements
3. Section 3125 00 — Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a. Work associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Construction Activities resulting in greater than 1 acre of disturbance
a. Measurement and Payment shall be in accordance with Section 3125 00.
1.3 REFERENCES
A. Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: NOT
3. Storm Water Pollution Prevention Plan: SWPPP
4. Texas Commission on Environmental Quality: TCEQ
5. Notice of Change: NOC
A. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. Integrated Storm Management (iSWM) Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A. General
1. Contractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
B. Construction Activities resulting in:
1. Less than 1 acre of disturbance
a. Provide erosion and sediment control in accordance with Section 3125 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
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.
1.5 SUBMITTALS
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 [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
0157 13 -3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
B. Modified SWPPP
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
in accordance with Section 0133 00.
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]
DATE NAME
END OF SECTION
Revision Log
SUMMARY OF CHANGE
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
SECTION 0160 00
PRODUCT REQUIREMENTS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
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:
httDs://apps.fortworthtexas.2ov/ProiectResources/ and following the directory
path: 02 - Construction Documents\Standard Products List
A. Only products specifically included on City's Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
B. Any specific product requirements in the Contract Documents supersede similar
products included on the City's Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City's Standard Product List.
C. Although a specific product is included on City's Standard Product List, not all
products from that manufacturer are approved for use, including but not limited to, that
manufacturer's standard product.
D. See Section 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 USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
01 60 00
DAP PRODUCT REQUIREMENTS
Page 2 of 2
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City's Standard Product List
4/7/2014 M.Domenech Revised for DAP application
03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City's website.
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
016600-1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
SECTION 0166 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Scheduling of product delivery
2. Packaging of products for delivery
3. Protection of products against damage from:
a. Handling
b. Exposure to elements or harsh environments
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY AND HANDLING
A. Delivery Requirements
1. Schedule delivery of products or equipment as required to allow timely installation
and to avoid prolonged storage.
2. Provide appropriate personnel and equipment to receive deliveries.
3. Delivery trucks will not be permitted to wait extended periods of time on the Site
for personnel or equipment to receive the delivery.
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
4. Deliver products or equipment in manufacturer's original unbroken cartons or other
containers designed and constructed to protect the contents from physical or
environmental damage.
5. Clearly and fully mark and identify as to manufacturer, item and installation
location.
6. Provide manufacturer's instructions for storage and handling.
B. Handling Requirements
1. Handle products or equipment in accordance with these Contract Documents and
manufacturer's recommendations and instructions.
C. Storage Requirements
1. Store materials in accordance with manufacturer's recommendations and
requirements of these Specifications.
2. Make necessary provisions for safe storage of materials and equipment.
a. Place loose soil materials and materials to be incorporated into Work to prevent
damage to any part of Work or existing facilities and to maintain free access at
all times to all parts of Work and to utility service company installations in
vicinity of Work.
3. Keep materials and equipment neatly and compactly stored in locations that will
cause minimum inconvenience to other contractors, public travel, adjoining owners,
tenants and occupants.
a. Arrange storage to provide easy access for inspection.
4. Restrict storage to areas available on construction site for storage of material and
equipment as shown on Drawings, or approved by City's Project Representative.
5. Provide off -site storage and protection when on -site storage is not adequate.
a. Provide addresses of and access to off -site storage locations for inspection by
City's Project Representative.
6. Do not use lawns, grass plots or other private property for storage purposes without
written permission of owner or other person in possession or control of premises.
7. Store in manufacturers' unopened containers.
8. Neatly, safely and compactly stack materials delivered and stored along line of
Work to avoid inconvenience and damage to property owners and general public
and maintain at least 3 feet from fire hydrant.
9. Keep public and private driveways and street crossings open.
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
satisfaction of City's Project Representative.
a. Total length which materials may be distributed along route of construction at
one time is 1,000 linear feet, unless otherwise approved in writing by City's
Project Representative.
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
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 [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
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 [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
017000-1
DAP MOBILIZATION AND REMOBILIZATION
Page 1 of 4
SECTION 0170 00
MOBILIZATION AND REMOBILIZATION
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Mobilization and Demobilization
a. Mobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor's operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor's personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor's operation
from 1 location to another location on the Site.
b. Demobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
2. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
01 70 00 - 2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
1) Mobilization shall consist of the activities and cost on a Work Order basis
necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Work Order
c) Removal of all buildings or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for specific items of
work for which payment is provided elsewhere in the contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Mobilization and Demobilization
a. Measure
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and materials furnished in accordance with this Item
are subsidiary to the various Items bid and no other compensation will be
allowed.
2. Remobilization for suspension of Work as specifically required in the Contract
Documents
a. Measurement
1) Measurement for this Item shall be per each remobilization performed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Specified Remobilization" in accordance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
01 70 00 - 3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
Remobilization for suspension of Work as required by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of Section 00 72 00.
2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
4. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Work Order Mobilization" in accordance with Contract
Documents. Demobilization shall be considered subsidiary to mobilization
and shall not be paid for separately.
c. The price shall include:
1) Mobilization as described in Section I.I.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Work Order Emergency Mobilization" in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.I.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
DATE NAME
4/7/2014 M.Domenech
END OF SECTION
Revision Log
SUMMARY OF CHANGE
Revised for DAP application
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
SECTION 0174 23
CLEANING
PART1- GENERAL
1.1 SUMMARY
017423-1
DAP CLEANING
Page 1 of 4
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 [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
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 [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
01 74 23 - 3
DAP CLEANING
Page 3 of 4
6. Handle materials in a controlled manner with as few handlings as possible.
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
this project.
8. Remove all signs of temporary construction and activities incidental to construction
of required permanent Work.
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
have the cleaning completed at the expense of the Contractor.
10. Do not burn on -site.
B. Intermediate Cleaning during Construction
1. Keep Work areas clean so as not to hinder health, safety or convenience of
personnel in existing facility operations.
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
3. Confine construction debris daily in strategically located container(s):
a. Cover to prevent blowing by wind
b. Store debris away from construction or operational activities
c. Haul from site at a minimum of once per week
4. Vacuum clean interior areas when ready to receive finish painting.
a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance.
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
may become airborne or transported by flowing water during the storm.
C. Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containers from site.
a. Re -seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of traffic along the roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
junction boxes and inlets.
4. If no longer required for maintenance of erosion facilities, and upon approval by
City, remove erosion control from site.
5. Clean signs, lights, signals, etc.
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
DATE NAME
4/7/2014 M.Domenech
END OF SECTION
Revision Log
SUMMARY OF CHANGE
Revised for DAP application
01 74 23 - 4
DAP CLEANING
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
SECTION 0177 19
CLOSEOUT REQUIREMENTS
PART1- GENERAL
1.1 SUMMARY
017719-1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
A. Section Includes:
1. The procedure for closing out a contract
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds,
certificates, licenses and affidavits required for Work or equipment as specified are
satisfactorily filed with the City.
B. Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
017719-2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 CLOSEOUT PROCEDURE
A. Prior to requesting Final Inspection, submit:
1. Project Record Documents in accordance with Section 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
f. Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
D. Notice of Project Completion
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
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)
£ 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 [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
017823-1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
SECTION 0178 23
OPERATION AND MAINTENANCE DATA
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Product data and related information appropriate for City's maintenance and
operation of products furnished under Contract
2. Such products may include, but are not limited to:
a. Traffic Controllers
b. Irrigation Controllers (to be operated by the City)
c. Butterfly Valves
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Schedule
1. Submit manuals in final form to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A. Submittals shall be in accordance with Section 0133 00. All submittals shall be
approved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A. Submittal Form
1. Prepare data in form of an instructional manual for use by City personnel.
2. Format
a. Size: 8 '/2 inches x 11 inches
b. Paper
1) 40 pound minimum, white, for typed pages
2) Holes reinforced with plastic, cloth or metal
c. Text: Manufacturer's printed data, or neatly typewritten
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
d. Drawings
1) Provide reinforced punched binder tab, bind in with text
2) Reduce larger drawings and fold to size of text pages.
e. Provide fly -leaf for each separate product, or each piece of operating
equipment.
1) Provide typed description of product, and major component parts of
equipment.
2) Provide indexed tabs.
f. Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2) List:
a) Title of Project
b) Identity of separate structure as applicable
c) Identity of general subject matter covered in the manual
3. Binders
a. Commercial quality 3-ring binders with durable and cleanable plastic covers
b. When multiple binders are used, correlate the data into related consistent
groupings.
4. If available, provide an electronic form of the O&M Manual.
B. Manual Content
Neatly typewritten table of contents for each volume, arranged in systematic order
a. Contractor, name of responsible principal, address and telephone number
b. A list of each product required to be included, indexed to content of the volume
c. List, with each product:
1) The name, address and telephone number of the subcontractor or installer
2) A list of each product required to be included, indexed to content of the
volume
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Identify each product by product name and other identifying symbols as set
forth in Contract Documents.
2. Product Data
a. Include only those sheets which are pertinent to the specific product.
b. Annotate each sheet to:
1) Clearly identify specific product or part installed
2) Clearly identify data applicable to installation
3) Delete references to inapplicable information
3. Drawings
a. Supplement product data with drawings as necessary to clearly illustrate:
1) Relations of component parts of equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with information in Project Record Documents to assure
correct illustration of completed installation.
c. Do not use Project Record Drawings as maintenance drawings.
4. Written text, as required to supplement product data for the particular installation:
a. Organize in consistent format under separate headings for different procedures.
b. Provide logical sequence of instructions of each procedure.
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
5. Copy of each warranty, bond and service contract issued
a. Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
1. Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full information on products
1) Catalog number, size, composition
2) Color and texture designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for types of cleaning agents and methods
2) Cautions against cleaning agents and methods which are detrimental to
product
3) Recommended schedule for cleaning and maintenance
3. Content, for moisture protection and weather exposure products:
a. Manufacturer's data, giving full information on products
1) Applicable standards
2) Chemical composition
3) Details of installation
b. Instructions for inspection, maintenance and repair
D. Manual for Equipment and Systems
1. Submit 5 copies of complete manual in final form.
2. Content, for each unit of equipment and system, as appropriate:
a. Description of unit and component parts
1) Function, normal operating characteristics and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Start-up, break-in, routine and normal operating instructions
2) Regulation, control, stopping, shut -down and emergency instructions
3) Summer and winter operating instructions
4) Special operating instructions
c. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Alignment, adjusting and checking
d. Servicing and lubrication schedule
1) List of lubricants required
e. Manufacturer's printed operating and maintenance instructions
f. Description of sequence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recommended to be stocked as spare parts
g. As installed control diagrams by controls manufacturer
It. Each contractor's coordination drawings
1) As installed color coded piping diagrams
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
i. Charts of valve tag numbers, with location and function of each valve
j. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
k. Other data as required under pertinent Sections of Specifications
3. Content, for each electric and electronic system, as appropriate:
a. Description of system and component parts
1) Function, normal operating characteristics, and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Circuit directories of panelboards
1) Electrical service
2) Controls
3) Communications
c. As installed color coded wiring diagrams
d. Operating procedures
1) Routine and normal operating instructions
2) Sequences required
3) Special operating instructions
e. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Adjustment and checking
f. Manufacturer's printed operating and maintenance instructions
g. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
h. Other data as required under pertinent Sections of Specifications
4. Prepare and include additional data when the need for such data becomes apparent
during instruction of City's personnel.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Provide operation and maintenance data by personnel with the following criteria:
1. Trained and experienced in maintenance and operation of described products
2. Skilled as technical writer to the extent required to communicate essential data
3. Skilled as draftsman competent to prepare required drawings
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
DATE NAME
8/31/2012 D. Johnson
4/7/2014 M.Domenech
END OF SECTION
Revision Log
SUMMARY OF CHANGE
1.5.A.1 — title of section removed
Revised for DAP Application
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
017839-1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
SECTION 0178 39
PROJECT RECORD DOCUMENTS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Work associated with the documenting the project and recording changes to project
documents, including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City's Project Representative.
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Accuracy of Records
1. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other Documents where such entry is required to show the change properly.
2. Accuracy of records shall be such that future search for items shown in the Contract
Documents may rely reasonably on information obtained from the approved Project
Record Documents.
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
3. To facilitate accuracy of records, make entries within 24 hours after receipt of
information that the change has occurred.
4. Provide factual information regarding all aspects of the Work, both concealed and
visible, to enable future modification of the Work to proceed without lengthy and
expensive site measurement, investigation and examination.
1.10 STORAGE AND HANDLING
A. Storage and Handling Requirements
1. Maintain the job set of Record Documents completely protected from deterioration
and from loss and damage until completion of the Work and transfer of all recorded
data to the final Project Record Documents.
2. In the event of loss of recorded data, use means necessary to again secure the data
to the City's approval.
a. In such case, provide replacements to the standards originally required by the
Contract Documents.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART2- PRODUCTS
2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED]
2.2 RECORD DOCUMENTS
A. Job set
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
charge to the Contractor, 1 complete set of all Documents comprising the Contract.
B. Final Record Documents
1. At a time nearing the completion of the Work and prior to Final Inspection, provide
the City 1 complete set of all Final Record Drawings in the Contract.
2.3 ACCESSORIES [NOT USED]
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 MAINTENANCE DOCUMENTS
A. Maintenance of Job Set
1. Immediately upon receipt of the job set, identify each of the Documents with the
title, "RECORD DOCUMENTS - JOB SET".
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
017839-3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
2. Preservation
a. Considering the Contract completion time, the probable number of occasions
upon which the job set must be taken out for new entries and for examination,
and the conditions under which these activities will be performed, devise a
suitable method for protecting the job set.
b. Do not use the job set for any purpose except entry of new data and for review
by the City, until start of transfer of data to final Project Record Documents.
c. Maintain the job set at the site of work.
3. Coordination with Construction Survey
a. At a minimum clearly mark any deviations from Contract Documents
associated with installation of the infrastructure.
4. Making entries on Drawings
a. Record any deviations from Contract Documents.
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
change by graphic line and note as required.
c. Date all entries.
d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
Conversion of schematic layouts
a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physical layout.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) However, design of future modifications of the facility may require
accurate information as to the final physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the like).
3) Make all identification sufficiently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
B. Final Project Record Documents
Transfer of data to Drawings
a. Carefully transfer change data shown on the job set of Record Drawings to the
corresponding final documents, coordinating the changes as required.
b. Clearly indicate at each affected detail and other Drawing a full description of
changes made during construction, and the actual location of items.
c. Call attention to each entry by drawing a "cloud" around the area or areas
affected.
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
01 78 39 - 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
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 [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014 CHISHOLM TRAIL RANCH
SECTION 3-PHASE 1B
CPN 104064
GC-4.02 Subsurface and Physical Conditions
Page 1 of 1
GC-4.02 SUBSURFACE AND PHYSICAL CONDITIONS
Chisholm Trail Ranch Section 3 Phase 1A
CPN 103826
GEOTECHNICAL EXPLORATION
CHISHOLM TRAIL RANCH SECTION 3 - PHASES IA, 111, AND 2
NWC of Brewer Boulevard and Stewart Feltz Road
Fort Worth, Texas
ALPHA Report No. W212453
January 26, 2022
Prepared for:
MERITAGE HOMES OF TEXAS, LLC
8840 Cypress Waters Boulevard, Suite 100
Dallas, Texas 75019
Attention: Mr. Robert Hall
Prepared By:
ALPN A #XTESTING
WHERE 1T ALL BEGINS
ALPHA/♦X
I
TESTING
WHERE IT ALL BEGINS
January 26, 2022
Geotechnical
Construction Materials
Environmental
TBPE Firm No. 813
Meritage Homes of Texas, LLC
8840 Cypress Waters Boulevard, Suite 100
Dallas, Texas 75019
Attention: Mr. Robert Hall
5058 Brush Creek Road Tel: 817-496-5600
Fort Worth, Texas 76119 Fax: 817-496-5608
www.alphatesting.com
Re: Geotechnical Exploration
Chisholm Trail Ranch Section 3 - Phases 1A, 1B, and 2
NWC of Brewer Boulevard and Stewart Feltz Road
Fort Worth, Texas
ALPHA Report No. W212453
Attached is the report of the geotechnical exploration performed for the project referenced above.
This study was authorized by Mr. Robert Hall and Mr. Steven Cook with Authorization Agreement
Contract No. 77337776 dated on August 19, 2021 and performed in accordance with ALPHA
Proposal No. 85839 dated August 11, 2021.
Please note; some areas of the site with deep cuts are excluded from this study until deeper borings
can be drilled to verify the underlying stratum. These areas are delineated on the Boring Location
Plan, Figures ]A and 1 B.
This report contains results of field explorations and laboratory testing and an engineering
interpretation of these with respect to available project characteristics. The results and analyses
were used to develop recommendations to aid design and construction of residential foundations.
ALPHA TESTING, 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/GSF-BJH/en
Copies: (1-PDF) Client
e" S OF 7-�'A
X, BRIAN J. HOYT
118748
January 26, 2022
Brian J. Hoyt, P.E.
Regional Manager
TABLE OF CONTENTS
ALPHA REPORT NO. W212453
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 and Backfilled pond...........................................................................
3
6.2 Slab -on -Grade Foundations....................................................................................
4
6.2.1 Subgrade Improvement Using Moisture Conditioning in
ZonesIII, IV, and V....................................................................................
6
6.3 Post -Tensioning Institute, Design of Post -Tensioned Slab -on -Grade ....................
7
6.4 Independent Drilled Piers Associated with Slab Foundations in
DeepFill Areas.......................................................................................................
7
6.4.1 Straight -Shaft Piers.....................................................................................
8
6.4.2 Helical Piers................................................................................................
8
6.5 Drainage and Other Considerations........................................................................
9
7.0
GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES ...........................
10
7.1 Site Preparation and Grading................................................................................
11
7.2 Foundation Excavations........................................................................................
12
7.3 Fill Compaction....................................................................................................
13
7.4 Utilities..................................................................................................................14
7.5 Groundwater.........................................................................................................
14
$.0
LIMITATIONS.................................................................................................................15
APPENDIX
A-1 Methods of Field Exploration
Boring Location Plan — Figures IA and 1 B
B-1 Methods of Laboratory Testing
Logs of Borings
Key to Soil Symbols and Classifications
ALPHA Report No. W212453
1.0 PURPOSE AND SCOPE
The purpose of this geotechnical exploration is for ALPHA TESTING, LLC (ALPHA) to evaluate
for Meritage Homes of Texas, LLC (Client) some of the physical and engineering properties of
subsurface materials at selected locations on the subject site with respect to formulation of
geotechnical design parameters for the subject construction. The field exploration was
accomplished by securing subsurface samples from widely spaced test borings performed across
the project site. Engineering analyses were performed from results of the field exploration and
laboratory tests performed on representative samples. In addition, results of a Preliminary
Geotechnical Exploration performed at the site (Alpha Report No. W 192432 dated July 8, 2020)
were reviewed and incorporated into 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 (Chisholm Trail Ranch Section 3 - Phases IA,
I and 2) on a tract of land located on the northwest corner of Brewer Boulevard and Stewart Feltz
Road in Fort Worth, Texas. A site plan illustrating the subject site is provided as Figures lA and
1B, the Boring Location Plan, in the Appendix.
At the time the field exploration was performed, the site consisted of a vacant tract of land with
some scattered trees. A creek crosses the southern portion of the property, generally oriented in
the east -west direction. Review of historical images available from Google Earth® indicates a
pond in the southeast corner of the site, in the vicinity of Borings 99 and 100 was backfilled. Also,
an existing structure was demolished in the vicinity of Borings 4 and 10. No other information
regarding previous development of the site was provides to us.
Grading plans prepared by LJA Engineering, Inc. (LJA Project ID: NT680-0082, Phase 1A Sheets
45 through 48 and 54 through 58, Phase 1B Sheets 43 and 44, and Phase 2 Sheets 49 through 53
dated October 2021) indicate the site slopes down towards the northwest about 35 ft (approximate
elevation 860 ft to 825 ft). These grading plans also indicate cuts and fills of up to 18 ft will be
required to achieve final grade in the building pad areas.
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ALPHA Report No. W212453
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. We understand the new structures
will be supported using post -tensioned slab -on -grade foundations designed for potential seasonal
movements of 41/2 inches or less. No below grade slabs are planned.
10 FIELD EXPLORATION
Subsurface conditions on the site were explored by drilling a total of 116 test borings. Fifty-eight
(58) borings were drilled to a depth of about 15 ft and fifty-eight (58) borings were drilled to a
depth of about 20 ft. The borings were drilled in general accordance with ASTM Standard D 420
using standard rotary drilling equipment. The approximate location of each test boring is shown
on the Boring Location Plan, Figures 1A and 113, 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 at the mapped interface of the undivided Washita
Group formation and the undivided Grayson Marl and Main Street Limestone formation. These
formations generally consist of interbedded limestone and marl (limey shale). Residual soils
associated with these formations generally consist of clay soils with moderate to very high
shrink/swell potential. Subsurface stratigraphy at geological interfaces can be highly variable as
evidenced on the boring logs.
Subsurface conditions encountered in about one-half of the borings generally consisted of clay,
calcareous clay, and shaly clay to depths of about 1 ft to 18 ft below the ground surface underlain
by limestone extending to the termination depth of the borings (15 ft to 20 ft). Subsurface
conditions encountered in the remaining borings generally consisted of clay, calcareous clay, and
shaly clay extending to the termination depth of the borings (15 ft to 20 ft). Subsurface conditions
encountered in Borings 13, 53, 89, 90, 101, 105, and 106 generally consisted of clay and shaly
clay to depths of about 2 ft to 5 ft below the ground surface underlain by limestone extending to
depths of about 12 ft to 18 ft. Shale was then encountered extending to the termination depth of
the borings (15 ft to 20 ft). Subsurface conditions encountered in Borings 17, 42, 49, 57, 58, and
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ALPHA Report No. W212453
116 generally consisted of limestone to depths of about 6 ft to 18 ft below the ground surface
underlain by clay and/or shaly clay extending to the termination depth of the borings (15 ft to 20
ft). Layers of limestone about 2 ft to 15 ft thick were encountered between the clay layers in
Borings 2, 7, 10, 11, 15, 16, 19, 23, 24, 26, 29, 31, 33, 36, 37, 39, 45, 47, 51, 59, 60, 63, 65, 67,
68, 73, 74, 75, 75, 77, 79, 82, 91, 94, 95, 100, 102, 103, 105, 107, 110, and 113 at depths of about
I ft to 18 ft below the ground surface. The upper 1 ft and 6 ft of clay encountered in Borings 19
and 28, respectively were classified as fill material. More detailed stratigraphic information is
presented on the attached Log of Boring sheets.
Most of the materials 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 not encountered in the borings. However, it is common to encounter
seasonal groundwater in fill material, from natural fractures within the clayey matrix, at the
soil/rock (limestone and shale) interface or from fractures in the rock (limestone and shale),
particularly during or after periods of precipitation. If more detailed groundwater information is
required, monitoring wells or piezometers can be installed.
Further details concerning subsurface materials and conditions encountered can be obtained from
the boring logs provided in the Appendix.
6.0 DESIGN RECOMMENDATIONS
The following design recommendations were developed on the basis of the previously described
Project Characteristics (Section 2.0) and General Subsurface Conditions (Section 5.0). Should the
project criteria change, our office should conduct a review to determine if modifications to the
recommendations are required. Further, it is recommended our office be provided with a copy of
the final 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 and discussed in Section 2.0. 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 contacted before performing other cutting and filling
on site to verify appropriate design parameters are utilized for final foundation design. Also, our
office should be provided with final grading plans to verify our recommendations.
6.1 Existinu Fill and Backfilled pond
As discussed in Section 5.0, existing fill was encountered to depths of about 1 ft and 6 ft below
the existing ground surface in Borings 19 and 28, respectively. Also, as discussed in Section 2.0,
historical aerial images available from Google Earth® indicate a pond was backfilled in the
vicinity of Borings 99 and 100.
If fill compaction records are not available for this backfill or any other fill possibly on the site, it
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
ALPHA Report No. W212453
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. Sorting and/or processing of limestone
fragments encountered in the fill may be required if the fill is re -used. The lateral extent, depth
and nature of the 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
Associated creeks to the previously filled pond were also observed at the site. It could be planned
to construct residences in the areas of the creeks. The creeks should be demucked and any soft,
organic soils or otherwise unsuitable materials should be removed to expose a firm subgrade prior
to backfilling. The depths of the ponds are not known. Even if fill is properly compacted, 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 backfilling creeks and ponds.
As discussed in Section 2.0, it appears structures may have been demolished on the site near
Borings 4 and 10. 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 soils, on general
fill 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 movements occur in foundation soils, all grade beams and slab
foundations should be adequately reinforced with steel (conventional reinforcing steel and/or post -
tensioned reinforcement). It is common to experience some minor cosmetic distress to structures
with slab -on -grade foundation systems due to normal ground movements. A properly designed
and constructed moisture barrier should be placed between the slabs and subgrade soils to retard
moisture migration through the slabs.
Conditions encountered in the test borings, the planned cut/fill within the building pads and results
of the laboratory tests reveal variations in highly expansive clay thickness and expansive properties
across the site. Such variations in clay thickness and expansive properties will directly affect
design parameters used for slab -on -grade foundations. Therefore, lots with apparently common
average clay thickness, similar expansive clay properties and similar corresponding estimated
potential movements have been grouped into Zones I through V and delineated on the Boring
Location Plan, Figures IA and 1B.
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ALPHA Report No. W212453
Subgrade improvement in the respective Zones (see Figures 1A and 113) should be performed
using the information summarized in Table A.
TABLE A
Estimates of Potential Seasonal Movements and Required Subgrade Improvement
ZONE ESTIMATED POTENTIAL IMPROVEMENT REQUIRED TO REDUCE
MOVEMENT, INCHES MOVEMENTS TO 4% INCHES
I
Up to 41/2
II
Up to41/21
III
Up to about 6
IV
Up to about 8
V
More than 8
No Improvement Required
Cover General Fill with Plastic Sheeting'
4 ft of Moisture Conditioning
8 ft of Moisture Conditioning
10 ft of Moisture Conditioning
' Plastic sheeting (6 to 8 mil thickness) should be placed immediately after grading with general fill for
long-term maintenance of the moisture content of the general fill and underlying native soil. This
sheeting should be placed 8 to 12 inches below final grade and should also extend at least 5 ft beyond
the perimeter of the building pad. Potential movements could be about 6 inches in Zone II if plastic
sheeting is not placed as recommended.
Potential seasonal movements were estimated using results from absorption swell tests, in general
accordance with methods outlined by the Texas Department of Transportation (TxDOT) Test
Method Tex-124-E and engineering judgment and experience. Estimated movements were
calculated assuming the moisture content of the in -situ soil within the normal zone of seasonal
moisture content change varies between a "dry" condition and a "wet" condition as defined by
Tex-124-E. Also, it was assumed a 1 psi surcharge load from the floor slab acts on the subgrade
soils. Movements exceeding our estimates could occur if positive drainage of surface water is not
maintained or if soils are subject to an outside water source, such as leakage from a utility line or
subsurface moisture migration from off -site locations.
Potential seasonal movements were estimated assuming fill material used to raise the grade will
consist of onsite or similar material with a plasticity index of 50 or less. If the plasticity index of
material used to raise the grade is higher than 50, potential movements could be higher than our
estimates.
Potential movements estimated for slab foundations in Zones III, IV, and V (see Figures lA and
113 for delineation of Zones) are considered outside normal design tolerances. Movement of slab
foundations in Zones III, IV, and V could be reduced to not more than 41/2 inches if the upper
4 ft to 10 ft of soil below final grade, as summarized in Table A, are moisture conditioned and then
covered with an impermeable plastic barrier (polyethylene sheeting). Moisture conditioning
recommendations are provided in Section 6.2.1.
In choosing moisture conditioning as a method of slab movement reduction, the Client is accepting
some post construction movement of slabs (about 41/2 inches). Therefore, the Client understands
and acknowledges that in the geographical region covered by this report, a potential movement of
41/2 inches is considered a reasonable compromise between foundation design and construction
ALPHA Report No. W212453
cost and the amount of allowable movement of the foundation.
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 I ft of the placed plastic barrier and within the building pad designated on the reference
project grading plans. The purpose of the plastic sheeting is to maintain the moisture of the
underlying soils relatively the same from the 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 Suberade Improvement Usine Moisture Conditioning in Zones III, IV, and V
Estimated potential movements of slab foundations in Zones III, IV, and V could be
reduced to about 41/2 inches by moisture -conditioning the uppermost 4 ft to 10 ft of soil
below final grade as recommended in Table A.
Limestone could be encountered within the recommended depth of moisture conditioning,
particularly near zone boundaries. In some cases, over -excavation of shallow and
relatively thin (less than 3 ft thick) limestone layers could be required. However, if
limestone is at least 3 ft thick, sufficiently strong and is present over the entire extents of
the building pad; it is not required to over -excavate limestone to install moisture
conditioned soils. Test pits should be performed to verify the nature of limestone prior to
terminating moisture conditioning at depths shallower than recommended. 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). Following completion of moisture -conditioning and
placement of the plastic sheeting, estimated movements in Zones III, IV, and V 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.
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ALPHA Report No. W212453
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.
6.3 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 = 4% inches
In Zone I and after subgrade improvement in Zones II through V as recommended in Section 6.2
Edge Moisture Distance (em), ft
Differential Soil Movement (ym), inches
Edge Lift Center Lift
4.3 8.5
2.2 (swell) 1.6 (Shrink)
6.4 Independent Drilled Piers Associated with Slab Foundations in Deep Fill Areas
Significant thicknesses of fill (18 ft) are planned for slab foundations in Lot 40 of Block P in the
vicinity of Boring 102. For the building pad with planned fills of 17 ft or greater, a system of
independent drilled piers should be constructed below the slab -on -grade foundations to reduce the
potential for long-term settlements. The referenced lot is delineated on the Boring Location Plan,
Figures I and 1B, with heavy black outline.
Please Note: Due to the difference in potential movement between the piers and the slab -on -grade
foundation, piers should be independent and not structurally connected to the slab -on -grade
foundation. In addition, the structural engineer should appropriately design the slab -on -grade to
consider the possibility portions of the slab are supported only by the piers in the event the on -site
soils shrink/settle and pull away from the slab. Post Tension Institute (PTI) design parameters
provided in Section 6.3 of this report are valid only for slab -on -grade systems fully supported on
soil and do not take into consideration any portion of the slab or grade beams being fully or
partially suspended on piers due to shrinkage or swelling of on -site soils. Differential movements
can also occur between the pier supported foundations and connecting flatwork and utilities. This
should be considered when designing foundations and connections.
Alternating layers of clay, shaly clay, limestone, and/or shale extended to the 15 ft termination
depth of Borings 101 and 102. Due to the extreme variation in subsurface conditions and to the
depth to rock over relatively short distances, we recommend test piers be performed in front and
behind the building pad prior to construction to verify subsurface conditions at the lot and
constructability of drilled straight -shaft piers.
Recommendations for straight shaft piers and helical piers are provided in Sections 6.4.1 and 6.4.2.
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ALPHA Report No. W212453
6.4.1 Straight -Shaft Piers
Limestone encountered in the borings was hard to very hard. Drilled pier contractors
planning to install straight shaft piers should make provisions for core barrels and/or rock
teeth to penetrate hard limestone.
Drilled piers bearing at least 2 ft into limestone can be dimensioned using a net allowable
bearing pressure of 5 ksf and skin friction (in compression) of 2 ksf. Uplift resistance can
be computed using a net allowable skin friction value of 1.6 ksf. The upper 2 ft limestone
should be neglected in computing skin friction. The allowable bearing pressure value has
a factor of safety of 3 considering general bearing capacity failure and the skin friction
values have a factor of safety of at least 2. Normal elastic settlement of piers under loading
is estimated at less than about 1 inch. Theses recommended parameters for end bearing
and skin friction are based on our expectation that drilled piers could extend through
limestone and bear in underlying clay layers based on conditions encountered in Boring
102.
Straight shaft piers should be sufficiently embedded into the limestone (and the underlying
clay layers) and should be designed with full length reinforcing steel to resist the uplift
pressure (soil -to -pier adhesion) due to potential soil swell along the shaft from post
construction heave and other uplift forces applied by structural loadings. The magnitude
of uplift adhesion due to soil swell along the pier shaft cannot be defined accurately and
can vary according to the actual in -place moisture content of the soils during construction.
Soil uplift adhesion is approximated to act uniformly over the portion of the pier shaft in
contact with clayey soils to a maximum depth of 12 ft below the ground surface. An uplift
adhesion of 1.0 kip per sq ft can be used for the portion of the pier shaft bearing against
moisture conditioned soils and an uplift adhesion of 1.4 kips per sq ft can be used for the
pier shaft bearing against general fill below the Moisture conditioned soils. An uplift
adhesion of 2.2 kip per sq ft can be used for the portion of the pier shaft bearing against
native, undisturbed soils.
6.4.2 Helical Piers
It could be desirable to use helical piers in lieu of drilled piers. Helical piers are a
manufactured foundation element consisting of a centralized steel shaft and one or more
helical bearing plates. The helical plates are formed with a uniform -pitch screw thread,
and the pier is installed by rotating it into the ground to the desired depth or refusal. The
helical plate(s) provides end bearing resistance due to gravity loads and uplift resistance
due to swelling of high shrink -swell active clays such as encountered at the boring
locations.
Helical piers should bear at a minimum depth of 20 ft below the ground surface in native
clay or on limestone. Helical piers should not bear in fill material. All helixes should be
situated at a depth of at least 20 ft below final grade. Vertical spacing between helixes
along the shaft should be least three (3) helix diameters, based on the largest adjacent helix.
The minimum helix diameter must be sized to prevent the bearing soils from being over-
stressed and to develop sufficient uplift capacity to overcome the potential uplift forces
acting on the pier. The helix portion should be at least three (3) times the width of the
shaft. The minimum clear spacing between edges of adjacent piers should be at least two
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ALPHA Report No. W212453
(2) helix diameters (based on the larger helix). Normal elastic settlement of helical piers
under loading is estimated at less than about 1 inch.
Load capacity of helical piers bearing in native clays or on limestone at a depth of at least
20 ft below the ground surface can be calculated by summing the allowable end bearing
pressure of 6 kips per sq ft applied to the lowermost helix. Based on conditions
encountered in Boring 102, we expect a pier with a single helix will be required as the
limestone situated at a depth of 2 ft below existing grade will not permit penetrations
required for the minimum embedment of overlying helixes.
Each helical pier should be designed to resist the uplift pressure (soil -to -pier adhesion) due
to potential soil swell along the shaft from post construction heave and other uplift forces
applied by structural loadings. The magnitude of uplift adhesion due to soil swell along
the helical pier shaft cannot be defined accurately and can vary according to the actual in -
place moisture content of the soils during construction. Soil uplift adhesion is approximated
to act uniformly over the portion of the pier shaft in contact with clayey soils to a maximum
depth of 12 ft below the ground surface. An uplift adhesion of 1.0 kip per sq ft can be used
for the portion of the pier shaft bearing against moisture conditioned soils and an uplift
adhesion of 1.4 kips per sq ft can be used for the pier shaft bearing against general fill
below the Moisture conditioned soils.
From our experience, helical piers are frequently designed and installed by specialty
contractors. Helical piers should be designed by a professional engineer and should be
installed per the manufacturer's requirements. Helical piers should be load tested to verify
the pier is capable of supporting the design load. Load tests can also be utilized to
maximize the foundation load, thereby reducing the number of piers. We recommend
performing at least one helical pier load test. ALPHA would be pleased to assist in design,
implementation, and evaluation of a pier load test if desired.
6.5 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:
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ALPHA Report No. W212453
• 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 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 grade slabs (including but not limited
to foundations, driveways, patios and sidewalks) should be removed to a minimum depth
of 1 ft below the root ball and compacted in -place with moisture and density control 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.
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7.1 Site Preparation and Grading
Limestone was encountered within 4 ft of the ground surface in several of the borings and will
likely be encountered during general excavation and grading at this site. From our experience, this
limestone can be hard and difficult to excavate. Rock excavation methods (including, but not
limited to rock teeth, rippers, jack hammers, or sawcutting) may be required to remove the
limestone. Crushing equipment may be required to process this limestone if it is desired to use
this material as compacted fill on the site. The contractor selected should have experience with
excavation in hard limestone.
Existing fill was encountered to depths of about 1 ft and 6 ft below the existing ground surface in
Borings 19 and 28, respectively. Although not encountered in the borings, existing fill materials
can also contain organics, boulders, rubble, and other debris which could be encountered during
site grading and general excavation. The earthwork and excavation contracts should contain
provision for removal of unsuitable materials in the existing fill. 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.
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 horizontal to one
vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to
provide a minimum bench width of five (5) ft. This should provide a good contact between the
existing soils and new fill materials, reduce potential sliding planes, and allow relatively horizontal
lift placements.
Even if fill is properly compacted as recommended in Section 7.3, fills in excess of about 10 ft are
still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This
should be considered when planning or placing deep fills.
11
ALPHA Report No. W212453
Slope stability analysis of embankments (natural or constructed) and global stability analysis for
retaining walls was not within the scope of this study.
The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring.
Design of these structures should include any imposed surface surcharges. Construction site safety
is the sole responsibility of the contractor, who shall also be solely responsible for the means,
methods and sequencing of construction operations. The contractor should also be aware that
slope height, slope inclination or excavation depths (including utility trench excavations) should
in no case exceed those specified in local, state and/or federal safety regulations, such as OSHA
Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations.
Stockpiles should be place well away from the edge of the excavation and their heights should be
controlled so they do not surcharge the sides of the excavation. Surface drainage should be
carefully controlled to prevent flow of water over the slopes and/or into the excavations.
Construction slopes should be closely observed for signs of mass movement, including tension
cracks near the crest or bulging at the toe. If potential stability problems are observed, a
geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning
required for the project (if any) should be designed by a professional engineer registered in the
State of Texas.
Due to the nature of the clay soils found near the surface at the borings, traffic of heavy equipment
(including heavy compaction equipment) may create pumping and general deterioration of shallow
soils. Therefore, some construction difficulties should be anticipated during periods when these
soils are saturated.
7.2 Foundation Excavations
All foundation excavations should be monitored to verify foundations bear on suitable material.
The bearing stratum exposed in the base of all foundation excavations should be protected against
any detrimental change in conditions. Surface runoff water should be drained away from
excavations and not allowed to collect. All concrete for foundations should be placed as soon as
practical after the excavation is made. 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, straight -shaft piers should be
slightly enlarged and deepened or a new (deeper) design penetration made to provide a fresh
bearing surface. Grade beams excavations should be cleaned and slightly deepened.
All pier shafts should be at least 1-ft in diameter to facilitate clean -out of the base and proper
monitoring. Concrete placed in pier holes should be directed through a tremie, hopper, or
equivalent. Placement of concrete should be vertical through the center of the shaft without hitting
the sides of the pier or reinforcement to reduce the possibility of segregation of aggregates.
Concrete placed in piers should have a minimum slump of 5 inches (but not greater than 7 inches)
to avoid potential honey -combing.
Observations during pier drilling should include, but not necessarily be limited to, the following
items:
12
ALPHA Report No. W212453
• Verification of proper bearing strata and consistency of subsurface stratification with
regard to boring logs,
• Confirmation the minimum required penetration into the bearing strata is achieved,
• Complete removal of cuttings from bottom of pier holes,
• Proper handling of any observed water seepage and sloughing of subsurface materials,
• No more than 2 inches of standing water should be permitted in the bottom of pier holes
prior to placing concrete, and
• Verification of pier diameter and steel reinforcement.
Groundwater was not encountered in the borings. However, groundwater seepage could be
encountered during pier installation. The risk of encountering this seepage is increased during or
after periods of precipitation. Temporary casing may be useful for controlling groundwater
seepage that could occur in the clayey soils in straight shaft pier excavations. As casing is
extracted, care should be taken to maintain a positive head of plastic concrete and minimize the
potential for intrusion of water seepage. It is recommended a separate bid item be provided for
casing on the contractors' bid schedule.
ALPHA should be contacted for further review and evaluation if groundwater seepage and/or
underream collapse occurs during pier installation.
Limestone encountered in the borings was hard to very hard. Drilled pier contractors planning to
install straight shaft piers should make provisions for core barrels and/or rock teeth to penetrate
hard limestone.
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.
Clay soils 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 soils 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.
13
ALPHA Report No. W212453
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 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
Groundwater was not encountered in the borings. However, from our experience, shallow
groundwater seepage could be encountered from the subsurface stratigraphy in excavations for
pavement, utilities and other general excavations at this site. The risk of seepage increases with
depth of excavation and during or after periods of precipitation. Standard sump pits and pumping
may be adequate to control seepage on a local basis.
14
ALPHA Report No. W212453
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. Also, the
risk of seepage is increased where limestone is exposed in excavations and slopes or is near final
grade. In these areas subsurface drains may be required to intercept seasonal groundwater seepage.
The need for these or other dewatering devices should be carefully addressed during construction.
Our office could be contacted to visually observe final grades to evaluate the need for such drains.
8.0 LIMITATIONS
Professional services provided in this geotechnical exploration were performed, findings obtained,
and recommendations prepared in accordance with generally accepted geotechnical engineering
principles and practices. The scope of services provided herein does not include an environmental
assessment of the site or investigation for the presence or absence of hazardous materials in the
soil, surface water or groundwater. ALPHA, upon written request, can be retained to provide these
services.
ALPHA is not responsible for conclusions, opinions or recommendations made by others based
on this data. Information contained in this report is intended for the exclusive use of the Client
(and their designated design representatives), and is related solely to design of the specific
structures outlined in Section 2.0. No party other than the Client (and their designated design
representatives) shall use or rely upon this report in any manner whatsoever unless such 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.
15
#t\
APPENDIX
ALPHA Report No. W212453
A-1 METHODS OF FIELD EXPLORATION
Using standard rotary drilling equipment, a total of 116 test borings were performed for this
geotechnical exploration. The approximate locations of the borings are shown on the Boring
Location Plan, Figures IA and 1B. 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.
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. 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.
B-1 I ' +�. � —�
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P-1 II B-3 B-4 1 —+� rater..
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B-11 B-13 j•r B-14 �B-1 �3-17��� {` '
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B-27B-28 B-29 /
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B-38 P-5 B-40-41' ;� B-42� B-43B-44
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B-47 B-48 B-49 B-51 .' B-52
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B-57
B-65
r
APPROXIMATE PRELIMINARY •
GEOTECHNICAL EXPLORATION A L R H A T E T I �l BORING LOCATION (W192432)
CHISHOLM TRAIL RANCH SECTION 3 APPROXIMATE BORING LOCATION
PHASES IA, 1B AND 2 F= ZONE
NWC OF BREWER BOULEVARD AND WHERE 17 ALL BESINS ZONE IV
STEWART FELTZ ROAD m ZONE II
FORT WORTH, TEXAS FIGURE 1A ZONE III ZONE Y
ALPHA PROJECT NO. W212453
BORING LOCATION PLAN L..jLOT REQUIRES DRILLED PIERS
AREAS EXCLUDEDFROM CURRENT B ,
STUDY UNTIL DEEPER BORINGS ARE DRILLED
III B-39�
II ��
L-T✓ I-
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B-461
B-53 I B-55
P-7 B-54
Y_ I
_ _ I B-62LN, B-63
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B-66 I B-68
B-67
B-110;—I I
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B-113 V
STEWART FELTZ ROAD
GEOTECHNICAL EXPLORATION A L R H A'kT E ST I N G
CHISHOLM TRAIL RANCH SECTION 3 #
PHASES 1A, 113 AND 2
NWC OF BREWER BOULEVARD AND WHERE I T 1L L L B E f3 I M S
STEWART FELTZ ROAD
FORT WORTH, TEXAS FIGURE 1B
ALPHA PROJECT NO. W212453 BORING LOCATION PLAN
APPROXIMATE PRELIMINARY
BORING LOCATION (W192432)
APPROXIMATE BORING LOCATION
ZONEI ZONEIV
ZONE II ZONE V
ZONE III
LOT REQUIRES DRILLED PIERS
. AREAS EXCLUDED FROM CURRENT
STUDY UNTIL DEEPER BORINGS ARE DRILLED
ALPHA Report No. W212453
B-1 METHODS OF LABORATORY TESTING
Representative samples were evaluated and classified by a qualified member of the Geotechnical
Division and the boring logs were edited as necessary. To aid in classifying the subsurface
materials and to determine the general engineering characteristics, natural moisture content tests
(ASTM D 2216) and Atterberg-limit tests (ASTM D 4318) 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 these laboratory
tests are provided on the Log of Boring sheets.
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 1
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W192432
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC - DFW Location: Fort Worth, Texas
Chisholm Trail Ranch - Section 3 Surface Elevation:
6/19/2020 End Date: 6/19/2020 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
%/A Dark Brown CLAY
_10-
15
20
Tan LIMESTONE with clay seams and layers
Tan and Gray SHALY CLAY
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
0 0
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.: W192432
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC - DFW Location: Fort Worth, Texas
Chisholm Trail Ranch - Section 3 Surface Elevation:
6/19/2020 End Date: 6/19/2020 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
QOn Rods (ft): NONE
ZAfter Drilling (ft): DRY
NFAfter Hours (ft):
MATERIAL DESCRIPTION
Brown CLAY
Tan CLAY
T Gray LIMESTONE with shale seams
TEST BORING TERMINATED AT 20 FT
Hammer Drop (Ibs / in):
170 / 24
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ALPHA
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PROJECT NO.:
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WHERE IT ALL BEGINS
www.alphatesting.com
Client: Meritaqe Homes of Texas, LLC - DFW
Location: Fort Worth, Texas
Project: Chisholm Trail Ranch - Section 3
Surface Elevation:
Start Date: 6/19/2020 End Date:
6/19/2020
West:
Drilling Method: CONTINUOUS FLIGHT AUGER
North:
Hammer Drop (Ibs / in): 170 / 24
GROUND WATER OBSERVATIONS
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Tan LIMESTONE with clay seams and layers
Gray LIMESTONE with shale seams
TEST BORING TERMINATED AT 20 FT
2.0
8.0
3.5 10 56 18 38 0.8
4.5+ 2.9 115 17
4.5+ 14
4.5+ 22 58 20 38 2.7
14.0 4.5+ 18
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16.0
100/
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11
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
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.: W192432
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC - DFW Location: Fort Worth, Texas
Chisholm Trail Ranch - Section 3 Surface Elevation:
6/22/2020 End Date: 6/22/2020 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter 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
Hammer Drop (Ibs / in):
170 / 24
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17.0
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ALPHA
^TESTING
5058 Brush Creek Rd.
Phone»4 656 ��'�
BORING NO.:
5J
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W192432
WHERE
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www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC - DFW
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch - Section 3
Surface Elevation:
Start Date:
6/19/2020 End Date:
6/19/2020
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
%/A Dark Brown CLAY
5
Tan LIMESTONE with clay seams and layers
Tan CLAY
10
Tan Weathered LIMESTONE with clay seams
and layers
Tan and Gray SHALY CLAY
15
20
TEST BORING TERMINATED AT 20 FT
6.0
Hammer Drop (lbs / in):
170 / 24
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4.25 28 67 22 45 0.1
20.0
4.5+ 23
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 6
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W192432
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC - DFW Location: Fort Worth, Texas
Chisholm Trail Ranch - Section 3 Surface Elevation:
6/19/2020 End Date: 6/19/2020 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
Brown CLAY with calcareous deposits
Tan LIMESTONE with clay seams and layers
5
10
_15
Gray LIMESTONE with shale seams
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (Ibs / in):
170 / 24
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125
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100/
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17.0
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20.0 L
ALPHA N
rTESTING
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.: W192432
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC - DFW Location: Fort Worth, Texas
Chisholm Trail Ranch - Section 3 Surface Elevation:
6/19/2020 End Date: 6/19/2020 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
%/A Dark Brown CLAY
Light 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
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18
29
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11
100/
4.50"
14.0
100/
2.7575"
100/ 10
20.0 , 1.25"
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
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.: W192432
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC - DFW Location: Fort Worth, Texas
Chisholm Trail Ranch - Section 3 Surface Elevation:
6/19/2020 End Date: 6/19/2020 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
Tan LIMESTONE with clay seams and layers
_10—
15
20
Brown SHALY CLAY
TEST BORING TERMINATED AT 20 FT
20.0
Hammer Drop (lbs / in): 170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
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.: W192432
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC - DFW Location: Fort Worth, Texas
Chisholm Trail Ranch - Section 3 Surface Elevation:
6/19/2020 End Date: 6/19/2020 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY
Tan LIMESTONE with clay seams and layers
5
10
_15
/ Gray SHALY CLAY
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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100/
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100/
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100/
5"
17.0
100/ 4.5+ 11 62 21 41
20.0 , 8.25'
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
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.: W192432
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC - DFW Location: Fort Worth, Texas
Chisholm Trail Ranch - Section 3 Surface Elevation:
6/19/2020 End Date: 6/19/2020 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
/ Dark Brown CLAY
Tan LIMESTONE with clay seams and layers
_5
Tan CLAY
j
j
Tan LIMESTONE with clay seams and layers
_10_
Tan and Gray SHALY CLAY
15
Tan LIMESTONE with clay seams and layers
Gray SHALY CLAY
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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6.0
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9.0
46
11.0
4.5+ 27
15.0
17.0
4.5+ 24 67 23 44
20.0
ALPHA N
rTESTING
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.: W192432
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC - DFW Location: Fort Worth, Texas
Chisholm Trail Ranch - Section 3 Surface Elevation:
6/19/2020 End Date: 6/19/2020 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
%/A Brown CLAY
Tan LIMESTONE with clay seams and layers
Tan and Gray SHALY CLAY
Hammer Drop (lbs / in): 170 / 24
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71
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4.5+ 22 59 21 38 0.0
20.0
TEST BORING TERMINATED AT 20 FT
ALPHA
^TESTING
5058 Brush Creek Rd.
Phone»4 656 ��'�
BORING NO.:
12
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W192432
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC - DFW
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch - Section 3
Surface Elevation:
Start Date:
6/29/2020 End Date:
6/29/2020
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
Light Brown CLAY
- with limestone fragments below 4 ft
Tan LIMESTONE with clay seams and layers
Gray LIMESTONE with shale seams
TEST BORING TERMINATED AT 20 FT
Hammer Drop (Ibs / in):
170 / 24
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10
12
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5058 Brush Creek Rd.
Phone»4 656 ��'�
BORING NO.:
13
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W192432
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC - DFW
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch - Section 3
Surface Elevation:
Start Date:
6/29/2020 End Date:
6/29/2020
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
g
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
2.0
Light Brown CLAY
- with limestone fragments from 2 ft to 4 ft
11.0
Tan LIMESTONE with clay seams and layers
Hammer Drop (lbs / in):
170 / 24
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TEST BORING TERMINATED AT 20 FT
3.5 20
4.25 23
4.5+ 16 49 18 31 1.9
4.5+ 21
8
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 1
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
10
_15—
_20
Tan LIMESTONE with clay seams and layers
Gray LIMESTONE with shale seams
TEST BORING TERMINATION AT 20 FT
Hammer Drop (lbs / in): 170 / 24
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100/
2.25"
16.0
100/
20.0 , 0.25"
ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
5
10
_15
20
Tan LIMESTONE with clay seams and layers
Tan CLAY with calcareous deposits and limestone
fragments
Tan and Gray SHALY CLAY
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 15 FT
Hammer Drop (lbs / in):
170 / 24
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4.5+ 9 40 17 23
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ALPHA
^TESTING
5058 Brush Creek Rd.
Phone»4 656 ��'�
BORING NO.:
3
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2
Surface Elevation:
Start Date:
10/11/2021 End Date:
10/11/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
%/A Brown CLAY
5
Tan LIMESTONE with clay seams and layers
_10
_15_
Gray LIMESTONE with shale seams
20
TEST BORING TERMINATION AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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18.0
100/
20.0 66 1.25"
4.5+ 14 62 19 43
4.5+ 17 1.3
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with rock fragments
5
10
J
15
20
Brown CLAY with limestone fragments
Reddish Brown SHALY CLAY
TEST BORING TERMINATED AT 15 FT
4.0
8.0
15.0
Hammer Drop (Ibs / in):
170 / 24
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4.5+ 17
ALPHA
^TESTING
5058 Brush Creek Rd.
Phone»4 656 ��'�
BORING NO.:
5
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2
Surface Elevation:
Start Date:
10/11/2021 End Date:
10/11/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
g
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
5
10
_15_
_20
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 20 FT
4.0
12.0
Hammer Drop (lbs / in):
170 / 24
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100/
20.0 , 2.75"
4.5+ 23 63 24 39
4.5+ 15
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4.5+
12
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 6
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
5.0
Tan LIMESTONE with clay seams and layers
Hammer Drop (lbs / in):
170 / 24
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1"
100/
15.0 , 0.5"
TEST BORING TERMINATED AT 15 FT
4.5+ 11
4.5+ 13 68 21 47
ALPHA
^TESTING
5058 Brush Creek Rd.
Phone»4 656 ��'�
BORING NO.:
%
Sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2
Surface Elevation:
Start Date:
10/11/2021 End Date:
10/11/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
5
10
15
_20
Hammer Drop (lbs / in):
170 / 24
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Tan and Gray CLAY with calcareous deposits
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 20 FT
8.0
14.0
100/
20.0 , 0.75"
4.5+ 18 73 26 47
4.5+ 18 43 21 22 0.5
4.5+ 26
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
%/A Brown CLAY
5.0
Tan LIMESTONE with clay seams and layers
Hammer Drop (Ibs / in):
170 / 24
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5058 Brush Creek Rd.
Phone»4 656 ��'�
BORING NO.:
9
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2
Surface Elevation:
Start Date:
10/11/2021 End Date:
10/11/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
4.0
Reddish Brown SHALY CLAY
20.0
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
Tan CALCAREOUS CLAY
5
Tan LIMESTONE with clay seams and layers
10
Brown and Gray SHALY CLAY
_15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
170 / 24
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WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
0 0
10
15
_20
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
QOn Rods (ft): NONE
ZAfter Drilling (ft): DRY
NFAfter Hours (ft):
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
Brown and Gray SHALY CLAY
Gray LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
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0NFAfter
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
_15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5_
_10
_15
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_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
%/A Brown CLAY
10
J
15
20
Brown and Gray SHALY CLAY
TEST BORING TERMINATED AT 15 FT
6.0
15.0
Hammer Drop (Ibs / in):
170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
Brown and Gray SHALY CLAY
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in): 170 / 24
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4.5+ 26 78 27 51
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ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
Brown CLAY with gravel
Tan LIMESTONE with clay seams and layers
5
_10_
Reddish Brown SHALY CLAY
15/
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
Tan LIMESTONE with clay seams and layers
16.0
Reddish Brown CLAY
20.0
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
%/A Dark Brown CLAY
10
15
20
Hammer Drop (Ibs / in):
170 / 24
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TEST BORING TERMINATED AT 15 FT
4.5+ 22
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w
VAfter Drilling (ft): DRY
CL
Hours (ft):
0NFAfter
MATERIAL DESCRIPTION
Dark Brown CLAY with gravel - FILL
_
Tan LIMESTONE with clay seams and layers
_5
Tan and Gray CLAY with calcareous deposits
and limestone fragments
Reddish Brown and Gray SHALY CLAY
10
15
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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4.5+ 22
4.5+ 16
4.5+ 14
ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
_10—
_15
20
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 15 FT
Hammer Drop (lbs / in): 170 / 24
a
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4.5+ 18
2.0
100/
).875875'
u
100/
15.0 , 1.25"
ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
_10—
_15
20
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 15 FT
Hammer Drop (lbs / in): 170 / 24
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4.5+ 9
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100/
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u
100/
15.0 , 1.25"
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd.
BORING NO.: 22
Fort Worth, Texas 76119
Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608
PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
_10—
_15
20
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 15 FT
Hammer Drop (lbs / in): 170 / 24
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100/
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^TESTING
5058 Brush Creek Rd.
Phon »_Texas 56 ��'�
BORING NO.:
23
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2
Surface Elevation:
Start Date:
10/11/2021 End Date:
10/11/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
3.0
Tan LIMESTONE with clay seams and layers
12.0
Brown and Gray SHALY CLAY
16.0
Gray LIMESTONE with shale seams
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
a
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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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w
VAfter Drilling (ft): DRY
CL
Hours (ft):
0NFAfter
MATERIAL DESCRIPTION
Dark Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
Tan and Gray CLAY with calcareous deposits
10
Tan LIMESTONE with clay seams and layers
_15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
170 / 24
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5058 Brush Creek Rd.
Phone»4 656 ��'�
BORING NO.:
25
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2
Surface Elevation:
Start Date:
10/11/2021 End Date:
10/11/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
%/A Dark Brown CLAY
Hammer Drop (Ibs / in):
170 / 24
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rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
Brown CLAY with calcareous deposits and limestone
5 fragments
Tan LIMESTONE with clay seams and layers
_10
Tan CLAY
_15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
170 / 24
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5058 Brush Creek Rd.
Phone»4 656 ��'�
BORING NO.:
27
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2
Surface Elevation:
Start Date:
10/11/2021 End Date:
10/11/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w
VAfter Drilling (ft): DRY
CL
Hours (ft):
0NFAfter
MATERIAL DESCRIPTION
Brown CLAY with calcareous deposits and limestone
fragments
_10_
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_20
Hammer Drop (lbs / in):
170 / 24
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TEST BORING TERMINATION AT 20 FT
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w
VAfter Drilling (ft): DRY
CL
Hours (ft):
0NFAfter
MATERIAL DESCRIPTION
Dark Brown, Brown, and Light Brown CLAY with
gravel - FILL
5
10
J
15
20
Tan and Gray SHALY CLAY
TEST BORING TERMINATED AT 15 FT
6.0
15.0
Hammer Drop (Ibs / in):
170 / 24
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ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY
Tan LIMESTONE with clay seams and layers
5
_10_
Tan and Gray SHALY CLAY
15
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
_10—
_15
20
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 15 FT
Hammer Drop (lbs / in): 170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
Tan and Gray CLAY with calcareous deposits
Gray LIMESTONE with shale seams
TEST BORING TERMINATION AT 20 FT
Hammer Drop (lbs / in): 170 / 24
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5058 Brush Creek Rd.
BORING NO.:
32
ALPHA
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sheet 1 1
^TESTING
56
of
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location:
Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3, Phases
1A, 1B, and 2
Surface Elevation:
Start Date:
10/11/2021 End Date:
10/11/2021
West:
Drilling Method: CONTINUOUS FLIGHT AUGER
North:
Hammer Drop
(Ibs / in):
170 / 24
GROUND WATER OBSERVATIONS
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Dark Brown CLAY
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Tan CLAY with calcareous deposits and limestone
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4.5+
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100/
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,
100/
_15
15.0
, 0.5"
TEST BORING TERMINATED AT 15 FT
20
ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
_10
Tan and Gray CLAY
15
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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5058 Brush Creek Rd. BORING NO.: 34
ALPHA ^TESTING Phon s»_Texas
6 56 ��'� sheet 1 of 1
Fax: 817-496-5608 PROJECT NO.: W212453
WHERE IT ALL BEGINS www.alphatesting.com
Client: Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Project: Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
Start Date: 10/11/2021 End Date: 10/11/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 170 / 24
GROUND WATER OBSERVATIONS o �•� E _ 0)
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Dark Brown CLAY with limestone fragments
4.5+ 32
4.5+ 18 66 23 43
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5 limestone fragments
— � 4.5+ 17
4.5+ 14 35 16 19
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4.5+ 34
10 10.0
Tan LIMESTONE with clay seams and layers
100/
_15 15.0 , 2.25"
TEST BORING TERMINATED AT 15 FT
20
ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
10
J
15
_20
Light Brown CLAY with calcareous deposits
Gray LIMESTONE with shale seams
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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4.5+ 26
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd.
BORING NO.: 36
Fort Worth, Texas 76119
Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608
PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
10
- J
15
20
Tan LIMESTONE with clay seams and layers
Light Brown CLAY with calcareous deposits
TEST BORING TERMINATED AT 15 FT
Hammer Drop (lbs / in): 170 / 24
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4.0 15
4.5+ 20 65 22 43
4.0 26
ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
_10_
_15
Reddish Brown and Gray SHALY CLAY
_20
TEST BORING TERMINATED AT 20 FT
3.0
16.0
20.0
Hammer Drop (lbs / in):
170 / 24
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63
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ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
Hammer Drop (lbs / in):
170 / 24
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ALPHA
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5058 Brush Creek Rd.
Phone»4 656 ��'�
BORING NO.:
39
Sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2
Surface Elevation:
Start Date:
10/11/2021 End Date:
10/11/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
5.0
Tan LIMESTONE with clay seams and layers
8.0
Tan and Gray CLAY with calcareous deposits
12.0
Tan LIMESTONE with clay seams and layers
18.0
Gray LIMESTONE with shale seams
Hammer Drop (lbs / in):
170 / 24
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ALPHA
^TESTING
5058 Brush Creek Rd.
Phon »_Texas 56 ��'�
BORING NO.:
40
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2
Surface Elevation:
Start Date:
10/11/2021 End Date:
10/11/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
10
_15
20
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Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 15 FT
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client: Meritaqe Homes of Texas, LLC
Project: Chisholm Trail Ranch Section 3, Phase
Start Date: 10/11/2021 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
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MATERIAL DESCRIPTION
Dark Brown and Light Brown CLAY with limestone
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10
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20
TEST BORING TERMINATED AT 20 FT
5058 Brush Creek Rd.
BORING NO.:
41
Fort Worth, Texas 76119
Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608
PROJECT NO.:
W212453
www. alphatesting. com
Location: Fort Worth, Texas
s 1A, 1B, and 2
Surface Elevation:
10/11 /2021
West:
GER
North:
Hammer Drop (Ibs / in):
170 / 24
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ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
Tan LIMESTONE with clay seams and layers
5
10
Reddish Brown CLAY
15/
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (Ibs / in):
170 / 24
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ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown 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
Hammer Drop (lbs / in): 170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w
VAfter Drilling (ft): DRY
CL
Hours (ft):
0NFAfter
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
_15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
170 / 24
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5058 Brush Creek Rd.
Phon »_Texas 56 ��'�
BORING NO.:
45
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2
Surface Elevation:
Start Date:
10/11/2021 End Date:
10/11/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
6.0
/ Tan CALCAREOUS CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_10
Tan and Gray CLAY with limestone fragments
15
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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^TESTING
5058 Brush Creek Rd.
Phon »_Texas 56 ��'�
BORING NO.:
46
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2
Surface Elevation:
Start Date:
10/11/2021 End Date:
10/11/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
%/A Dark Brown CLAY
5
10
15
20
Tan CLAY with calcareous deposits and limestone
fragments
Tan and Gray SHALY CLAY with calcareous
deposits
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 15 FT
Hammer Drop (lbs / in):
170 / 24
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5058 Brush Creek Rd. BORING NO.: 47
Pha6ALPHA 5
Sheet 1 of 1
Fax: 817-496-5608 PROJECT NO.: W212453
WHERE IT ALL BEGINS www.alphatesting.com
Client: Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Project: Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
Start Date: 10/11/2021 End Date: 10/11/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 170 / 24
GROUND WATER OBSERVATIONS o �•� E _ 0)
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Brown CLAY with calcareous deposits and limestone
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— 4.5+ 19
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—5
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10 2.25"
— , 100/
15 6"
S_Z 18.0
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— 4.5+ 22
20 20.0
TEST BORING TERMINATED AT 20 FT
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
_10—
_15
20
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 15 FT
Hammer Drop (lbs / in): 170 / 24
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10
10"
ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
Tan LIMESTONE with clay seams and layers
18.0
Reddish Brown and Gray SHALY CLAY
20.0
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w
VAfter Drilling (ft): DRY
CL
Hours (ft):
0NFAfter
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
10
_15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
_10_
_15
Reddish Brown and Gray SHALY CLAY
_20
TEST BORING TERMINATED AT 20 FT
3.0
16.0
20.0
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd.
BORING NO.: 52
Fort Worth, Texas 76119
Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608
PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
_10_
_15
20
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 15 FT
Hammer Drop (lbs / in):
170 / 24
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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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
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_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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5058 Brush Creek Rd.
Phon »_Texas 56 ��'�
BORING NO.:
54
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2
Surface Elevation:
Start Date:
10/11/2021 End Date:
10/11/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
Light Brown GRAVELLY CLAY
Brown and Gray CLAY with calcareous deposits
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 15 FT
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
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170 / 24
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PROJECT NO.:
W212453
WHERE IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location:
Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3, Phases
1A, 1B, and 2
Surface Elevation:
Start Date:
10/11/2021 End Date:
10/11/2021
West:
Drilling Method: CONTINUOUS FLIGHT AUGER
North:
Hammer Drop
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170 / 24
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TEST BORING TERMINATED AT 15 FT
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ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
Tan LIMESTONE with clay seams and layers
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ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
Tan LIMESTONE with clay seams and layers
10
15
20
8.0
Light Brown and Gray CLAY with limestone fragments
12.0
Reddish Brown and Gray SHALY CLAY
15.0
TEST BORING TERMINATED AT 15 FT
Hammer Drop (lbs / in):
170 / 24
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PROJECT NO.:
W212453
WHERE IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location:
Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3, Phases
1A, 1B, and 2
Surface Elevation:
Start Date:
10/11/2021 End Date:
10/11/2021
West:
Drilling Method: CONTINUOUS FLIGHT AUGER
North:
Hammer Drop
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TEST BORING TERMINATED AT 20 FT
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd.
BORING NO.: 60
Fort Worth, Texas 76119
Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608
PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
10
15
20
Tan LIMESTONE with clay seams and layers
Tan CLAY with calcareous deposits and limestone
fragments
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TEST BORING TERMINATED AT 15 FT
Hammer Drop (lbs / in): 170 / 24
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^TESTING
5058 Brush Creek Rd.
Phone»4 656 ��'�
BORING NO.:
61
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2
Surface Elevation:
Start Date:
10/11/2021 End Date:
10/11/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
10
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170 / 24
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TEST BORING TERMINATED AT 20 FT
100/
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd.
BORING NO.: 62
Fort Worth, Texas 76119
Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608
PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
Tan CALCAREOUS CLAY
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TEST BORING TERMINATED AT 15 FT
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ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
V On Rods (ft): NONE
w
VAfter Drilling (ft): DRY
CL
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0NFAfter
MATERIAL DESCRIPTION
Brown CLAY
Tan LIMESTONE with clay seams and layers
Reddish Brown and Gray SHALY CLAY
5
10
15
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
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5058 Brush Creek Rd.
Phon »_Texas 56 ��'�
BORING NO.:
64
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2
Surface Elevation:
Start Date:
10/11/2021 End Date:
10/11/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
5
10
J
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20
Tan CALCAREOUS CLAY
Reddish Brown and Gray SHALY CLAY
TEST BORING TERMINATED AT 15 FT
2.0
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170 / 24
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rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
0 0
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
QOn Rods (ft): NONE
ZAfter Drilling (ft): DRY
NFAfter Hours (ft):
MATERIAL DESCRIPTION
Brown CLAY
Tan LIMESTONE with clay seams and layers
Brown CLAY with calcareous deposits
Tan and Gray SHALY CLAY
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
V On Rods (ft): NONE
w
VAfter Drilling (ft): DRY
CL
Hours (ft):
0NFAfter
MATERIAL DESCRIPTION
Dark Brown and Brown CLAY with limestone
fragments
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 15 FT
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Meritaqe Homes of Texas, LLC
Project:
Chisholm Trail Ranch Section 3, Phase
Start Date:
10/11/2021 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
GROUND WATER OBSERVATIONS
0)
V On Rods (ft): NONE
w
VAfter Drilling (ft): DRY
After Hours (ft):
0CL
MATERIAL DESCRIPTION
Dark Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
Tan CLAY with calcareous deposits
5
Tan and Gray SHALY CLAY
—
Tan LIMESTONE with clay seams and layers
10
_15
Gray LIMESTONE with shale seams
_20
TEST BORING TERMINATED AT 20 FT
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.:
W212453
www. alphatesting. com
Location: Fort Worth, Texas
s 1A, 1B, and 2
Surface Elevation:
10/11 /2021
West:
GER
North:
Hammer Drop (Ibs / in):
170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd.
BORING NO.: 68
Fort Worth, Texas 76119
Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608
PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
Tan CALCAREOUS CLAY
Tan LIMESTONE with clay seams and layers
5
_10
Tan and Gray SHALY CLAY
15/
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in): 170 / 24
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ALPHA
^TESTING
5058 Brush Creek Rd.
Phone»4 656 ��'�
BORING NO.:
69
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2
Surface Elevation:
Start Date:
10/11/2021 End Date:
10/11/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
5
10
15
20
4.0
Brown and Gray SHALY CLAY
Hammer Drop (lbs / in):
170 / 24
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0.25"
TEST BORING TERMINATED AT 20 FT
100/
20.0 hL 1.25"
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd.
BORING NO.: 70
Fort Worth, Texas 76119
Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608
PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3, Phases 1A, 1B, and 2 Surface Elevation:
10/11/2021 End Date: 10/11/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
2.0
Light Brown CALCAREOUS CLAY
4.0
Reddish Brown and Gray SHALY CLAY
15.(
TEST BORING TERMINATED AT 15 FT
Hammer Drop (lbs / in):
170 / 24
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ALPHA
^TESTING
5058 Brush Creek Rd.
Phone»4 656 ��'�
BORING NO.:
71
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3 - Phases
1A, 1 B, and 2
Surface Elevation:
Start Date:
10/1/2021 End Date:
10/1/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
6.0
Reddish Brown CLAY
Light Brown SHALY CLAY
Gray LIMESTONE with shale seams
Hammer Drop (lbs / in):
170 / 24
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TEST BORING TERMINATED AT 20 FT
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4.5+
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13 61 20 41
23
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19 55 20 35
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd.
BORING NO.: 72
Fort Worth, Texas 76119
Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608
PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
9/30/2021 End Date: 9/30/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
5
_10_
_15
20
Light Brown CALCAREOUS CLAY
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 15 FT
4.0
6.0
Hammer Drop (lbs / in):
170 / 24
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5058 Brush Creek Rd.
BORING NO.:
73
ALPHA
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sheet 1 1
^TESTING
656
of
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2
Surface Elevation:
Start Date:
10/5/2021 End Date:
10/5/2021
West:
Drilling Method: CONTINUOUS FLIGHT AUGER
North:
Hammer Drop (Ibs / in):
170 / 24
GROUND WATER OBSERVATIONS
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DESCRIPTION
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—
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Tan LIMESTONE with clay seams and layers
13
— 5
—
,
��
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10
12.0
_
Tan and Gray CLAY with calcareous deposits
—
—
4.5+
21
62 24 38
15
_
16.0
Gray LIMESTONE with shale seams
100/
_20
20.0
,
2.25"
TEST BORING TERMINATED AT 20 FT
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd.
BORING NO.: 74
Fort Worth, Texas 76119
Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608
PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
10/5/2021 End Date: 10/5/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
Hammer Drop (lbs / in):
170 / 24
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Tan LIMESTONE with clay seams and layers
100/
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100/
15.0 , 0.5"
TEST BORING TERMINATED AT 15 FT
ALPHA
^TESTING
5058 Brush Creek Rd.
Phone»4 656 ��'�
BORING NO.:
75
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3 - Phases
1A, 1 B, and 2
Surface Elevation:
Start Date:
10/6/2021 End Date:
10/6/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0 0
GROUND WATER OBSERVATIONS
QOn Rods (ft): NONE
ZAfter Drilling (ft): DRY
NFAfter Hours (ft):
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
Tan CALCAREOUS CLAY
Tan LIMESTONE with clay seams and layers
Hammer Drop (lbs / in):
170 / 24
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Brown and Gray CLAY
4.5+ 20
20.0
TEST BORING TERMINATED AT 20 FT
ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
10/1/2021 End Date: 10/1/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
5
_10_
_15
20
Tan CALCAREOUS CLAY
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 15 FT
2.0
6.0
Hammer Drop (lbs / in):
170 / 24
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4.5+ 9
4.5+ 13
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client: Meritaqe Homes of Texas, LLC
Project: Chisholm Trail Ranch Section 3 - Phas
Start Date: 10/1/2021 End Date:
Drilling Method: CONTINUOUS FLIGHT AU
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
5
Tan CALCAREOUS CLAY
_10
_20
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 20 FT
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.: W212453
www.alphatestiiig.com
Location: Fort Worth, Texas
es 1A, 1B, and 2 Surface Elevation:
10/1 /2021 West:
GER North:
Hammer Drop (Ibs / in): 170 / 24
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ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
9/30/2021 End Date: 9/30/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
5
_10_
_15
20
Tan CLAY with calcareous deposits
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 15 FT
4.0
6.0
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
10/5/2021 End Date: 10/5/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
_5_
10
15
20
Tan LIMESTONE with clay seams and layers
Tan and Gray CLAY with limestone fragments
Hammer Drop (lbs / in):
170 / 24
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18.0
Reddish Brown CLAY
4.5+ 20
20.0
TEST BORING TERMINATED AT 20 FT
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd.
BORING NO.: 80
Fort Worth, Texas 76119
Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608
PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
10/4/2021 End Date: 10/4/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
_10-
_15
20
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 15 FT
Hammer Drop (lbs / in):
170 / 24
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ALPHA
^TESTING
5058 Brush Creek Rd.
Phone»4 656 ��'�
BORING NO.:
81
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3 - Phases
1A, 1 B, and 2
Surface Elevation:
Start Date:
10/5/2021 End Date:
10/5/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
Tan and Gray CALCAREOUS CLAY
j
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Tan and Gray SHALY CLAY with calcareous
deposits
10
Tan LIMESTONE with clay seams and layers
_15_
Gray LIMESTONE with shale seams
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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4.5+ 10
4.5+ 19
4.5+ 21 53 23 30 3.6
ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
10/5/2021 End Date: 10/5/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
Light Brown CLAY with calcareous deposits and
limestone fragments
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Tan and Gray SHALY CLAY
15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
170 / 24
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^TESTING
5058 Brush Creek Rd.
Phone»4 656 ��'�
BORING NO.:
83
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3 - Phases
1A, 1 B, and 2
Surface Elevation:
Start Date:
10/1/2021 End Date:
10/1/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
5
Tan CLAY with calcareous deposits and limestone
fragments
_10�
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` Reddish Brown and Gray SHALY CLAY
15
Tan LIMESTONE with clay seams and layers
Gray LIMESTONE with shale seams
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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4.5+ 15
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4.5+ 25
ALPHA
^TESTING
5058 Brush Creek Rd.
Phon »_Texas 56 ��'�
BORING NO.:
84
Sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3 - Phases
1A, 1 B, and 2
Surface Elevation:
Start Date:
9/30/2021 End Date:
9/30/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
5
10
_15
20
Tan CLAY with calcareous deposits and limestone
fragments
Tan and Gray CALCAREOUS CLAY
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 15 FT
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
9/30/2021 End Date: 9/30/2021 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w
VAfter Drilling (ft): DRY
CL
Hours (ft):
0NFAfter
MATERIAL DESCRIPTION
Brown CLAY with calcareous deposits and limestone
fragments
10
15
20
Hammer Drop (lbs / in):
170 / 24
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TEST BORING TERMINATED AT 15 FT
4.5+ 8
4.5+ 11 57 18 39 6.1
ALPHA N
rTESTING
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
10/4/2021 End Date: 10/4/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5_
10
Gray LIMESTONE with shale seams
_15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
10/4/2021 End Date: 10/4/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
10
15
20
Hammer Drop (lbs / in):
170 / 24
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100/
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100/
15.0 L 1.25"
TEST BORING TERMINATED AT 15 FT
4.5+ 17
4.5+ 20 79 24 55 2.9
ALPHA
^TESTING
5058 Brush Creek Rd.
Phon »_Texas 56 ��'�
BORING NO.:
88
Sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3 - Phases
1A, 1 B, and 2
Surface Elevation:
Start Date:
10/4/2021 End Date:
10/4/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
g
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown with limestone fragments
5
_10_
_15
20
Brown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 15 FT
4.0
8.0
Hammer Drop (Ibs / in):
170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd.
BORING NO.: 89
Fort Worth, Texas 76119
Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608
PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
9/30/2021 End Date: 9/30/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
Brown CLAY with calcareous deposits
_5
Tan LIMESTONE with clay seams and layers
10
_15
Gray SHALE
i
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
10/4/2021 End Date: 10/4/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
Tan CLAY with calcareous deposits and limestone
fragments
Tan LIMESTONE with clay seams and layers
5
10
Gray SHALE
_15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
170 / 24
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ALPHA
^TESTING
5058 Brush Creek Rd.
Phone»4 656 ��'�
BORING NO.:
91
Sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3 - Phases
1A, 1 B, and 2
Surface Elevation:
Start Date:
10/4/2021 End Date:
10/4/2021
West:
Drilling Method:
CONTINUOUS FLIGHT AUGER
North:
0 0
Hammer Drop (Ibs / in):
170 / 24
GROUND WATER OBSERVATIONS
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MATERIAL DESCRIPTION
Dark Brown CLAY
4.5+
24
81
26
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Brown CLAY with calcareous deposits and limestone
fragments
4.5+
11
53
20
33
4.0
Tan LIMESTONE with clay seams and layers
18.0
Brown CLAY
20.0
TEST BORING TERMINATED AT 20 FT
100/
2.25"
12/
4.5+
18
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
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.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
10/4/2021 End Date: 10/4/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
10
J
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and limestone fragments
4.5+ 13
TEST BORING TERMINATED AT 15 FT
15.0
4.5+ 16 50 18 32
4.5+ 23
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd.
BORING NO.: 93
Fort Worth, Texas 76119
Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608
PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
10/4/2021 End Date: 10/4/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
_10_
_15
20
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 15 FT
Hammer Drop (lbs / in):
170 / 24
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100/
15.0 , 2.25"
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd.
BORING NO.: 94
Fort Worth, Texas 76119
Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608
PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
9/30/2021 End Date: 9/30/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
_5_—
X0
10 X
X
1
15
20
Tan LIMESTONE with clay seams and layers
Tan CLAY
Tan and Gray CLAY
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 15 FT
Hammer Drop (lbs / in):
170 / 24
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23
71
24
47
12.0
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15.0 , 0.75"
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd.
BORING NO.: 95
Fort Worth, Texas 76119
Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608
PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
9/30/2021 End Date: 9/30/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
5 ,
10
Tan LIMESTONE with clay seams and layers
Tan and Gray SHALY CLAY
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd.
BORING NO.: 96
Fort Worth, Texas 76119
Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608
PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
9/29/2021 End Date: 9/29/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
_10_
_15
20
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 15 FT
Hammer Drop (lbs / in):
170 / 24
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5058 Brush Creek Rd.
Phone»4 656 ��'�
BORING NO.:
97
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
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www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3 - Phases
1A, 1 B, and 2
Surface Elevation:
Start Date:
9/29/2021 End Date:
9/29/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
Brown CALCAREOUS CLAY
5
Tan and Gray CLAY with limestone fragments
_10�
Tan LIMESTONE with clay seams and layers
_15_
Gray LIMESTONE with shale seams
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd.
BORING NO.: 98
Fort Worth, Texas 76119
Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608
PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
9/29/2021 End Date: 9/29/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
10
15
20
Brown and Gray CLAY with limestone fragments
TEST BORING TERMINATED AT 15 FT
6.0
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5058 Brush Creek Rd.
Phone» 4 6 56 0119
BORING NO.:
99
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3 - Phases
1A, 1 B, and 2
Surface Elevation:
Start Date:
9/29/2021 End Date:
9/29/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VADark Brown CLAY with limestone fragments
5
10
15
20
Brown CLAY with calcareous deposits
Brown and Gray SHALY CLAY
TEST BORING TERMINATED AT 20 FT
4.0
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 100
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
9/29/2021 End Date: 9/29/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
10
Brown and Gray CLAY with calcareous deposits
and limestone fragments
_15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
170 / 24
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PROJECT NO.:
W212453
WHERE IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location:
Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2
Surface Elevation:
Start Date:
9/29/2021 End Date:
9/29/2021
West:
Drilling Method: CONTINUOUS FLIGHT AUGER
North:
Hammer Drop
(Ibs / in):
170 / 24
GROUND WATER OBSERVATIONS
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TEST BORING TERMINATED AT 15 FT
20
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 102
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
9/29/2021 End Date: 9/29/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
10 X
X
21
X0
1
X
_X
15
20
Tan LIMESTONE with clay seams and layers
Tan and Gray CLAY with calcareous deposits
Tan and Gray CLAY with calcareous deposits
Tan and Gray SHALY CLAY
TEST BORING TERMINATED AT 15 FT
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 103
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
9/27/2021 End Date: 9/27/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
Brown and Gray CLAY
10
15
Gray LIMESTONE with shale seams
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 104
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
9/27/2021 End Date: 9/27/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
Dark Brown and Brown CLAY with calcareous
deposits and limestone fragments
_5
10
Tan LIMESTONE with clay seams and layers
_15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (Ibs / in):
170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 105
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
9/27/2021 End Date: 9/27/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
_5
Tan LIMESTONE with clay seams and layers
10
Brown CLAY with limestone fragments
KOO
15
Gray SHALE
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 106
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
9/27/2021 End Date: 9/27/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
_5
10
Gray SHALE
_15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 107
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
9/27/2021 End Date: 9/27/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
Brown CALCAREOUS CLAY
- 5
Tan LIMESTONE with clay seams and layers
Tan and Gray CLAY with calcareous deposits
10
Tan LIMESTONE with clay seams and layers
_15_
Gray LIMESTONE with shale seams
_20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
170 / 24
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ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 108
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
9/27/2021 End Date: 9/27/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
_10_
_15
20
Tan LIMESTONE with clay seams and layers
TEST BORING TERMINATED AT 15 FT
3.0
Hammer Drop (lbs / in):
170 / 24
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100/
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ALPHA
^TESTING
5058 Brush Creek Rd.
Phone»4 656 ��'�
BORING NO.:
109
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3 - Phases
1A, 1 B, and 2
Surface Elevation:
Start Date:
9/27/2021 End Date:
9/27/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
Hammer Drop (lbs / in):
170 / 24
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15
Gray LIMESTONE with shale seams
_20
TEST BORING TERMINATED AT 20 FT
12.0 1
16.0
20.0 L
100/
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4.5+ 12
4.5+ 12 60 19 41 5.7
4.5+ 14
4.5+ 14 46 17 29
4.5+ 6
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 110
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
9/27/2021 End Date: 9/27/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
%/A Dark Brown CLAY
5
10
15
20
Tan LIMESTONE with clay seams and layers
Tan CALCAREOUS CLAY
Brown CLAY with calcareous deposits
Hammer Drop (lbs / in):
170 / 24
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4.0
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4.5+ 13 30 15 15 0.5
4.5+ 2.7 114 14 42 18 24
4.5+ 20
12.0 1
Brown SHALY CLAY
4.5+ 24
15.0
TEST BORING TERMINATED AT 15 FT
ALPHA
^TESTING
5058 Brush Creek Rd.
Phone»4 656 ��'�
BORING NO.:
111
sheet 1 of 1
Fax: 817-496-5608
PROJECT NO.:
W212453
WHERE
IT ALL BEGINS
www.alphatesting.com
Client:
Meritaqe Homes of Texas, LLC
Location: Fort Worth, Texas
Project:
Chisholm Trail Ranch Section 3 - Phases
1A, 1 B, and 2
Surface Elevation:
Start Date:
9/24/2021 End Date:
9/24/2021
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
5 ,
10
Tan CALCAREOUS CLAY
Tan and Gray SHALY CLAY
TEST BORING TERMINATED AT 20 FT
6.0
12.0
20.0
Hammer Drop (lbs / in):
170 / 24
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4.5+ 17 62 19 43
4.5+ 12
4.5+ 15 36 16 20 0.4
4.5+ 2.0 102 22 71 23 48
4.5+
21
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 112
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
9/24/2021 End Date: 9/24/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
Tan CALCAREOUS CLAY
5
Tan LIMESTONE with clay seams and layers
10
Gray LIMESTONE with shale seams
_15
TEST BORING TERMINATED AT 15 FT
20
Hammer Drop (lbs / in):
170 / 24
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5.0
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0.75"
12.0
100/
15.0 rk 1.25"
4.5+ 14 64 21 43
4.5+ 13
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 113
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
9/24/2021 End Date: 9/24/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
5
10
_15_
_20
Tan CALCAREOUS CLAY
Tan LIMESTONE with clay seams and layers
Tan CLAY with limestone fragments
Tan LIMESTONE with clay seams and layers
Gray LIMESTONE with shale seams
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in): 170 / 24
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4.5+ 12 54 21 33
4.0
4.5+ 17 48 19 29
6.0
8.0
2.0 13 41 17 24
12.0
100/
1.25"
18.0
100/
20.0 66 1.5"
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 114
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
9/24/2021 End Date: 9/24/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
10
15
20
Hammer Drop (lbs / in):
170 / 24
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6.0
Tan LIMESTONE with clay seams and layers
100/
2.25"
100/
15.0 L 1.5"
TEST BORING TERMINATED AT 15 FT
4.5+ 12
4.5+ 15 62 22 40 6.4
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 115
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
9/24/2021 End Date: 9/24/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
VABrown CLAY with limestone fragments
5
10
_ J
15
20
Brown CALCAREOUS CLAY
Reddish Brown and Gray SHALY CLAY
TEST BORING TERMINATED AT 20 FT
3.0
6.0
20.0
Hammer Drop (lbs / in):
170 / 24
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4.5+ 21
4.5+ 16
ALPHA N
rTESTING
WHERE IT ALL BEGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 116
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212453
www.alphatestiiig.com
Meritaqe Homes of Texas, LLC Location: Fort Worth, Texas
Chisholm Trail Ranch Section 3 - Phases 1A, 1 B, and 2 Surface Elevation:
9/24/2021 End Date: 9/24/2021 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
V On Rods (ft): NONE
w VAfter Drilling (ft): DRY
CL
0NFAfter Hours (ft):
MATERIAL DESCRIPTION
Tan LIMESTONE with clay seams and layers
_5_
10
J
15
20
Reddish Brown and Gray SHALY CLAY
TEST BORING TERMINATED AT 15 FT
6.0
15.0
Hammer Drop (lbs / in):
170 / 24
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A L P H A #NtTESTING 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 (tsf)
(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
4
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♦
N
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)
AUGER SAMPLE
FINE GRAVEL
COURSE SAND
5.0 mm TO 3.0"
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)
GR-01 60 00 Product Requirements
Page 1 of 1
GR-01 60 00 PRODUCT REQUIREMENTS
Chisholm Trail Ranch Section 3 Phase 1A
CPN 103826
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 TRAYSPORTATFONIPUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 12/0112022
Courete
W9a0Z2
03300
Mix F45igq
Airlericari cow" Campany
3OCAF029 soon 115i €-oliercte for 1iidcwalk% & ADA Ramp,¢
W9+2022
03 30 n0
Mix D45ig11
Alum4ao Concreap Company
0]JAF382 JDW rp�i Concrete $a9c Maicrial for 7rench Rcpap
WW2022
03 3F1 W
Nlix De5ijT
American Cmr" Campany
40CNFOF5 40013 pli C'0nVFCt0 tiff hianTwilcs & rlti 14 SVuciures
WW2022
03 30 0
Mix 13 aign
Alnellcan Caner t4 Cmnpany
415CAF074 451X psi Concrete Mr Hand Placed Paving
WV2022
(13 3n 00
Mm f)C igrl
ATwns
RIL10nn001737 450 Or Concrete RR band PI&CO PovinR
9N9 2022
033000
Mix R) ivi
Arltns
D10006041791 4i00 psi CnFwrete Rx (land Placed Paving
W%W22
03 30 W
Mix fhylgl3
Argos
01000CM101793 450 psi Cortcsete Car IfST10 Plac4sl Pavilrg
WW2022
03 30 W
Mix Design
Auras
1310( IM01 i0345np psi C�ncroie [or Hand Paced Pavi ig
WW2022
03 30 on
Mix Design
ATwns
RlfWMM1n2IW 450o Psi COMMe Fpt Hand Placed PP ion
9N9 2022
03 30 00
Mix D45igli
Amos
()I00 Q1l 73 450o psi C!Q write for Iland Placed PavivR
W%W22
03300
Mix Design
Argos
1)1000mnl517 360 psi CorKiroe for Mwh4i placed Paving
WW2022
03 30 W
Mix Design
Auras
D{00tMP391 450 psi Cnncret6 CM FF.S Favi:rg
WW2022
03 30 0n
144ix R45ign
ATttns
R{nWn009857 54 i Ftawahle Fill- CLSM
9N9 2022
03 30 QO
Mix Design
AT'gns
R1000 010t 5 3C!Utt psi (;ngcrcle Far Inl'-Lv, IjmcEian Fl )ie% Mmho". Channel T.incr% Sidcwalka, DTivewayA, C'`ffh louder
W%W22
03300
Mix 1)4 3403
AT.n3
1)4000CM11104I15 31000 psi 4'oncre1a Ioi Sidewalks, CuO1 s
WW2022
03 30 W
Mix Design
Auras
DIOKMs01 S65$ 3000 psi Concreie for C arys, C'nrh & (3ueters, SidewaEks, Rny4way" AAA RalnF6
WW2022
03 30 On
r4 m R45ign
ATttns
R{[1{inn01iS15 36n0 i Concwte ti,r rnICES. Boxes, pn4asenlen� BIaclCinR
919+2022
03 30 00
Mix 1)e5igl,
Argos
RiGKIM01061 360 psi Concrete Foa !Plus, Hoxes. Falcaxertmrtt, !;l(cking
W9aQ2
03 30 W
Mix Resign
Amos
DICKKMON938 4000 psi Concrete for valve Praia, iniots. SIFMOUTC& Headwalls. Tbaust 1#lackirlg
WW2022
03 30 00
Mix Resign
Argos
i)JOWWn1C4sf34000PsiCoamteCorvalveFads,inlets,5,4rucrlmas.H4ad"IN,ThmsrBlacking
WW2022
033000
Mix Eksign
Argos
R1t10W 016R5 4001) psi Coocretc For Va1w fads
919+2022
03 30 00
Mix Deviv,
Argos
RIQOCMO$751 750 Psi Coocneie Banc for D llch Repair
W9aM2
03 30 W
Mix ReSigo
Amos
DIONINDI691 4000 psi Corwnw for Headwalls. Retaining Walls, Sax Culverts, V0414y Guttcis
WW2022
03 30 00
Mix Resign
Big RCpncmw
7SKGRT 3000 psi Caucrvee for GroWing
WW2022
033000
Mix Eksign
Mir fJ Cancrele
14500AP 4504 Psi C<wmte for High Fairly Strength Paving
919+2022
03 30 00
Mix Deviv,
K%t Town ConCrov
457GG5.1 45W psi hand glaacd paving
W9aM2
03 30 W
Mix Dq sign
Big Town Concrete
4n%6 -i 454M psi hand p1wed.`pauing
WW2022
03 30 00
Mix Resjlpl
Aumm Texas
ASi-000 }G 4500 Psi Concmle Mix for FINnd Plaeed Pwug, Slom StmOures
WW2022
033000
Mix Eksign
R-nkm Texas
40U553EIG 400n psi Concrete Mix for Machine Placed Paving
W9+2022
03 30 00
Mix Deviv,
911m q Texas
55U120A(j 4OI) psi ColcW,e Mix far Hi5ih Frrty 5tTungtll Paving
9NaO22
03 30 00
Mix Resign
Flomw Texas
341J104AG 3404 psi Cover" MJi for Pi 4 Collars, Inlets. TbML Blocky, Sidewp;lks, ADA Ramps
WW2022
033000
Mix Resign
Humm Texas
30U101 AG 30 O psi CoRmLe Mix for F wont
WW2022
033000
Mix Design
Hunwo Texas
341J5Ml3G 3000 psi Concrete Mix f(w BlockiiiiL Driwways, Curb & Gutters, Sidewalks, ADA RUMS
9N9 2022
03 30 00
Mix Design
Pilnwo Texas
kOUSWBCa 40K psi Concrete Mix for Storm Drain Structures. Driveways. Screen walls
9i aOU
031000
Mix Resign
Flomw Texas
36U5WHG 36K psi Concrete Mix for Ligbong and Taafc Siltnal Foundations
WW2022
033000
Mix Design
Rul+lca Texas
06Y45013A 900 psi Concmtc Mix for Banc Ibr Ttcneh 314pniF
W9aoU
033000
Mix Resign
"4mm Texas
01YO9O131' iG4fpsi Concreic Mk forFlowable Fill
f5l
9i aOU
03 30 00
Mix Resign
Carder CopercW
F WCCON21 0 [1si C4ncP?kc for 1 rand Placed Paving
9NaO22
W 30 W
Mix Resign
Carder Concrete
FWCC55NSI1 3600 psi For Machinc florid Paving
WW2022
033000
Mix Resign
Carder Concrete
FWCC602091 36On i ipr Mach inePlaced p[ming
WW2022
033000
Mix Eksign
Carder Concrete
FWCC359141 Rowgic Fill-C'l.5le1
9N9 2022
03 30 00
Mix Resign
Carder CopercW
FWFF237501 fipwpble Fill . CE.SM
W9a022
031000
Mix Design
Carder Concrete
FW'CC692W1 4U€ia psi Concrete fur Storm Drain titnx4anes, Manholes, E lcadwalls, F-Imning Walls, Vallcy Gutten, Driac Approaches,
Lighting & Traffic Simi Foatndeljons
"+ 2032
03300
Mix VvAp1
Carder C0114rete
FWCCSn2021 35trn psi concrcw for Sidewalks, l-lriv,eway9, Ramps, Curb & Gutter
9 i9+ 2
03 30 110
Mix N51691
Carder Conerete
FWCC502-001 31(00 psi tar Sidewx 11�, DrmevMys, RamT,s, Curb & €cutter, Fleiwurk
9.'9+2022
n3 3n no
Mix Pcsign
Chodeyf5 Crmcrete
4142 3000 p9i Cor3C10C for Curb ji ICL% )LmoEon Boxes
9.+912022
03 34] n0
Mix Resign
klw-ley's CMCFele
451$ 4000 psi C fmcreic For Xcadwal Is. Wingwalts
"+ 2032
03300
Mix PRsigll
Lh&T1Cyf5 Cone"
5167 3600 p9i Cancacic Mi5 For Nl trine Flared paving
"% 2022
03 30110
Mix Dc5ign
C^h3Ttey'5. Cf WFOC
4Cen9 4500 poi Cancrele Mix for Hand Placed Paving, Manhalea
WW2022
03 3n no
Mix Des�gn
C7tarieyf5 Concrete
6]03 4500 p9i CorlcNic Mix fur Fund Placed ravpg, MginI)alc5
WW2022
03 34) n0
Mix Resign
ChaTley's crime xle
A5n2 30150 psi C'aucreie Mix rnr Srdewalks
WW2022
03 3n nit
Mlx Desl8dl
[-7ra11cyf5 C..."
3759 301(10 p9i CoflCje Mix fqr Skdewall4r
"% 2022
03 3n 110
Mix P96ijpl
Charley'5. COPEretC
1502 150 psi Concrete tar FEnwable F R-CLSM
"+ 2022
0330(10
MixDwpi
Char]eyrsCnTlcrete
ISI$]50P%jOypurtctor F14mmbLePiI1-C'LSM
WW2022
03 30 n0
Mix Design
€-laxrleyra Concrete
5642 40DO p8i Cfmcreic For Stam1 Drain SkN9hffes
W9a032
033000
NI Ix Design
Charley s Concrete
6595 5000 psi Cow.Ni4 Mix for High F2T9y Strrngt paving
W9+2022
03 30 n0
Mix A45ig1
C'113Tleyfa Coricwe
63" 45M psi Cancmac Mix ftir High FxTly Sarngih Paving
WW2022
03300
h7 ix Design
Chisholm Trail RCdi :Nix
C13G-4)AE 3KO p9i C'U wre tc For Drivcways, C gLrb & Clutter
919aO22
03 30 0
Mix Resign
Clay Concrete Cuniparty
1 ]-350-FF 50•150 rm Concrete for plowable FIEE•CLSM
FORT WORTH. CITY OF FORT WORTH TRANSPORTATFONIPUBLFC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 12/0112022
€ nncrulc (€ emtinucd)
"1 2022
03 3u (10
Mix 13esign
City Caocrele Comporry
3OFL425113460 psi Coeomt- far Ay' -Rap
".12022
03 30 00
Mix 13mi.tm
CSty Cancrele Company
30FIA20113900 psi CUnorerc Mis Per F3lrxkin Sidewalks, Hatworl4 fads
919f2022
03 30 00
Mix Dmign
L Camerete CumpAnv
45NG2311.1W psi Concrete M4ia foE OEiiW 5halis
"1 '2022
03 30 00
Mix bmigm
LSty Concraoc Company
50 )G25113600 psi Sltary Misplaced 1)6]Jcd SFea0
"1'2022
03 30 00
Mix lksixn
c7t cummle Comporry
45NA2011 4500 psi Concrc is Mix for Hand lAomd Paving
"12022
03 30 00
Mix Design
CSty commtc Company
361_A201 13600 psi Cnnuwrc Mix tar iiachinn Plaued Paring;
919f2022
03 30 00
Mix Dazign
City Carcretc Cumpanv
36WA00113d00 psi Concrcln 41iX fur M MbiRe Plarrxl paring
91912022
03 30 00
Mix bmigm
oly Carurete Cumpony
40TA2uI 14000 psi Co mle Mix for Sturm bmin Slnuturc
1VI&2022
03 30 00
Mix lksiLm
City Cummie Company
CLNG251136M psi ewrnrcle for Drilled Spat!
"12022
03 30 00
Mix Design
Cow Tnl B kedi Mix
250 3000 psi Cwxrete Mix for Sidewalks, Mriv Vs. AMA lumps
919f2022
03 30 00
Mix Dk ig;n
Cenr Town Redi Mix
350 300U i Carcrete Mix f Sidewalks_ Dr vcways. ADA !tamps
9. nO22
03 34 0
Mix bmimn
Cow Yawn Redi Mix
9 70 si 7'�iu•ablu Fill - CLSM
919r2022
03 34 13
Mix lksiXn
Cow'fown Redi Mix
9-S f 7o psi Flowabk Fill - CL5M
"12022
03 34 13
Mix Design
Cow Town Rn i Mix
220-5 50 psi Comntc Mix far 1.1awahle rill - CfSM
9N9 2022
03 34 0
Mix Dk ign
Cuw Tuum Redi Mix
32A-$ 50 psi Cm le Mix far Vwahlc Fii1- CL-W
"t_)022
03 30 00
Mix bmigm
Cow Yawn Rerdi Mix
230,E 750 i Cuncrrlc linso Material fa Trennh Rupmir
919r'2022
03 30 00
Mix Lk_Shm
Cow'fown kedi Mix
33058 75 psi Conomw Basc MaFcria3 for TrcM3e kcpoir
"12022
03 30 00
Mix Design
Cow Tnwn kcdi Mix
353 3001) psi Concrete Mn far Sidewalks, ABA Ramps, Driveways, Carh $ Gortcr, Safety Find Treatments. Nwv:tx. O1 ketaining Walls
"1 2022
03 30 OU
Mix bcaivn
Cow Tour kedi Mix
?53-W 3000 psi Concrete idia Sidewalks, ADA Ron s, bnvcways_ Curb & Gutter, Safixy 1=nd Trcavnmts, NcR-1xD3T Rctaining Walls
919i7022
03 3u 00
Mix tic i
Cow Tuwn 1wi Mix
r60 400U psi Concrete Mix far I3ridep Slafxs, Has Chlvrm 14midwal1s, L[v!b iFW anti Inifi3c Sig ml Paandarions
969t2022
03 30 DO
Mix Tksign
Cow Town Redi Mix
260-1 3a!) Pei CnrKMW Mix far Headwalls
WW2022
033000
Mix Resign
Cow Town Redi Mix
ZK-2 3600 psi Concrete Mix For Bon Culverts. ltepdwal 1l in � aosi'fi�afftc Signal F"11cW10i15
919+2022
033000
Mix UesiTpi
Cow Town Hcdi Mix
36O 4p00 psi Cowrete Mix for Di dRe Slats, J3o2 CuELcris. IipWwal is. LIRIri9nR &-rraFfre Signal Faundanorl,v
W91bU22
03 30 00
Mix 1?esixn
Cow Town.Redi Mix
360.1 3600 Psi Cooerele Mix for Box CYiiveirs. Headwalls, vvinAwalls
WW2022
033000
Mix vvsifpl
Cow Town Redi Mfi.t
264-N 4500psi Cuncte(e Mix far Hand Flaccd Paving
WW2022
033000
Mix Resign
Cow Town Redi Mt ix
366 4500 psi Concrete Mix for Hard Placed Paving
W9+2022
033000
Mix Uesi81,
Cow Town Hcdi Mix
26.5 4500 psi Cowrete Mix far Hand Placed Paving
9WbU22
43 3n w
Mix Resign
COW Town.Redi Mix
365 4500 psi Conaiete Mix [or Hand Placed Paving
9iWWU
033000
Mix Resign
Cow Town Redi Mix
370-NC 4500 si C411 mu for HF F Paving
W9aoU
033000
Mix Resign
Cow Town Redi Mix
370-INC Vosi Concrete far HES PAVIHA
9i aOU
03 30 00
Mix Resixr
Cow Town Redi Mix
375-NC 5#q j Concrete for HES Paving
9i aOU
03 30 04
Mix Resign
Cow Tcnm Redi Mix
767 47AO psi Concrete Mix ra Marilwles and Drain c Sirucrua,es
WW2022
033000
Mir, Resign
Cow Town l0edi Mix
270 5000 psi Conerctc Mix Far Call -in -Place Box Cu ucrLs
W9aoU
1033000
Mix lkaixn
Cow Town Rcdi Mix
370 5040 osi Concrete Mix For Cast. in -Place Box CulveNs
9NaO22
03 30 00
Mix lksixr
Cow Town Redi Mix
255.2 30NO ri Conerek J4tix For iple(s, T3lrusr Bluckin.9, Corrercte Encasenicat
9NaO22
M 30 04
Mix 1)rsign
Cow Towtz.Redi Mix
257 3601} Fi'oncrc(e mix for Valky Cutlers
l IT1412o22
3213 I3
Mix, Resign
Cow Town l0edi Mix
357-M 36 psi C'owmte Mix For Machine Placed Paving
W9a022
33 13 13
Mix Rcsixn
Cow Town 130i Mix
257-M 3" psi Concrete Mix for Machin Placed Paving
9NaO22
34 13 !3
Mix Resign
Cow Town Redi Mix
264-M 4%0 psi Concrele Mix ra Machine Placed Paving
9i aOU
35 13 13
Mix Resign
Cow Tcnm.Redi Mix
360-M d440 i Conrele Mix Far Machine Placed Paving
WW2022
033000
Mix, Resign
Cow Town l0edi Mix
255-t P 300r�' ['pper etc Mix Rx Curb $huller
W9aoU
033000
Mix Resign
Cow Town Rvdi Mix
355-Le 3440 osi Concrete Mix For Curb &Cuner
WW2022
033000
Mix Resign
Cow Town Redi Mix
755 3500 psi Cowrcta Mix far FlQ(vork. lnkis. Thrust Blocking ConcnMe 5ncaac near
W9aoU
013000
Mix Res fp
Cow Town Redi Mix
355 3000 i Canaote Mix far lnlels. i7lFvst Rlocl i Conergte 1;ncasemept
M
W2022
033000
Mix Resign
Cow Town Redi Mix
365..STX psi Coricrctc for Bridge slabs. top sla of direct lratTic culyerts, approach slabs
WW2022
011000
Mix Res�ll
Cow Town Redi Mix
357 3600 psi Concrete Mix far wallcy Gutters
W2022
033000
Mix Rcslxn
GC;-F C0.rcrv4" Services
GCH40%4004 qsi C'pncreie fur tor Sidewalks, Ramps, Fiepdwylts, FnicFs, and S cmm main Structures
WW2022
013000
Mix Res fp
GC1-f Cw lvle Services
4 C'H VS 4000 ii Concrete for Machine Placed Paving
9N9 2,022
033000
Mix Resign
Geli Cancrele Scn•ices
i RCF!45W d5bq. Concrete Hard Ptaced Paving
WW2022
0110 04
Mix Ream
Ingmip Concrete & .AU;regates
i:47i'VSE5 3404� i Corrcrcte for Sidewalks, ADA Ramos
W2022
033000
Mix Reslg11
Ingram Conercte & Ay regaWs
2V WR-7W23504 3040 i Concrete for Sidewalks, ARA Ram
W9aoU
013000
Mix Res fp
Ingrain Concrete & AWegg4es
2V WR-I47QW5D5 30g4 Psi Concrete Mix roor Sidewalks. AD Ramps
WW2022
033000
Mix Resign
TnAram Coneta,e & Apyregaks
ZvWR-056PS5D5 4" mi Concrete Machin i'laeed Payin�
9NaO22
031000
MixReSIF
IngmmConcretc&.A0jvgMcs
211WR-16r1 V59M4500pslConcrvtcforFlandPlacedPavknR
9i aOU
033000
Mix Resign
Inlu#in 03noOv & AWQgatC3
2V WR-I OMQ550N 4500 psi Concrete far H,5nd Plaeed Pteving
W2022
013000
Mix Peden!
liumin O)rwrete & Agwvra tes
16tPS5LM 4500 psi Conere(e for Hand Placed Paving
WW2022
013000
helix Resin/
Li rwn Corurete & Aw4C A&Rs
C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Pattlps
W9a022
033000
Mix Resr
Liprem Caxrele & A00pUs
161PS5EM 4509 psi CooctvW Mix far Hand Placed Paying
WW2022
03 30 CO
Mix Re:sF
FioJUFn - SOR Inc,
5177 3000 psi C-ramie Mix fur Sidewalks
W2022
01.1000
Mix Deem
FHolcim - SQiI Inc,
1261 3000 psi Coacrcte Mix far Sidewalks
9i9P2022
03 30 CO
Mix Resign
1lalcim - SOR. Inc,
1551 3000 psi Conctcte Mix for Biuckmg
FORT WORTH.
CITY OF FORT WORTH TRANSFIORTA770NIPUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 12/0112022
C ungrrt.•SC
nnt,nu
W912022
4 SU SNl
Mix I 'sign
ltolcim - SOR, Ina.
2121 4506 psi Concrete for flPS Paving
9,912022
03 30 00
Mix Design
llolcim - SOIi, Inc.
1701 4000 psi Concrete Mix for Storm Drain Structures, Sanitary SCwer.manhplCs
W917022
03 30 00
Mix Design
Holcim - SOR, Ina,
5409 4000 psi Concrete Mix for Sidewalks, Inlets
W 2022
03 30 00
Mix Design
14oleim - SOR, laic.
5507 4500 psi Concrete Mix for Hand Placed Paving
9912022
043000
Mix Design
Holcim - SOR, Ina.
5011200 psi Concrete for Base Material for Trench Repair
W9f2022
03 30 00
Mix Design
Holcim - SOR, Ira:.
9600 36W psi Concrete for ]hill Shafts
9NI2022
03 30 00
Mix Design
Flolcim - SOR, Ina.
1951 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving
IV5J2022
41000
Mix Design
Holcim -SOR, Ina
1922 3660 psi Concrete for Drilled Shafts
9Ni2022
C13 30 00
Mix Design
Holcim-SOP,inu.
19594066P iConmtcforDrilled-iwfts
W91022
03 30 00
Mix lesiim
Martin Marietta
R2111014 9000 psi Concrete fur Sidewalks & Rumps
9N12022
03 30 00
Mix Iksign
Martin Marietta
R2 t32214 A,000 psi Concrete for Sidewalks & Ramps
W. 2022
013000
Mix Design
Martin Marietta
179490SC 300 psi Corxretc for Sidewalks & Ramps
W%'1022
03 30 00
Mix Design
Martin Marietta
R2131214 3,000 psi Concrete for Sidewalks Ramps
9W2022
03 30 00
Mix Design
Martin Marietta
R2131314 1,000 psi Concrete for Sidewalks & Ramps
9N12022
03 30 00
Mix Design
Martin Marietta
R2116014 3,000 psi Concrete for Sidewalks & Ramps
W. 1022
03 30 00
Mix Irsign
Martin Marietta
R2136214 3,000 psi Concrete for Sidewalks & Ramos
W9,2022
03 30 00
Mix Design
Martin Marietta
R2141224 4,000 psi Concrete for Sidewalks & Ramps
9N12022
03 30 00
Mix Design
Martin Marietta
P2141024 4,000 psi Concrete for Sidewalks & Ranyu
WN 2022
03 30 00
Mix Design
Martin Marietta
R2t36224 _ ,AX psi Concrete for Curb Inlets
9N12022
03 30 00
Mix Design
Martin Marietta
P214123-1 A,600 Psi Concrete for Storrn Structures, Hets, Mucking& Un asemcnt
WN 2022
03 30 00
Mix Design
Martin Marietta
FLOW25A 50 Psi Concrete for Ruwable FilliMM
WM022
013000
Mix Design
Martin Marietta
R21422331,600 psi Concrete for Manholes, lnlcts & Headwalls
W912022
03 30 00
Mix Design
Martin Marietta
P2146133 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Enca5rment
W 2022
03 3o 00
Mix Design
Mamn Marietta
1121412304,WD psi Concrete far Manholes, Inlets & Headwalls, Valve Pads
%9,2022
013000
Mix Design
Martin Marietta
R2146035 4,000 psi Concrete for Manholes, inlets & Headwalls, Valve Pads
WM022
03 30 00
Mix Design
Martin Marietta
R2146335 4.500 psi Concrete for Hand Placed Paving. Inlets, Storm Drain Structures
9M2022
03 30 00
Mix Dmigm
Martin Marietta
R2t46034 4,500 psi Concrete for Manhuks, inlets & Headwalls, Hand Placed Paving
9N12022
03 34 13
Mix Design
Martin Marietta
R214123 4.000 psi Cwwrcte for Inlicts, Maaholcs, HcudwagH
99,2022
03 30 00
Mix Design
Martin Marietta
V 141nI 4,000 psi Concrete for 1nlcls, Sidewalks
4"12022
03 30 Oo
Mix Design
Martin Marietta
R2li5i0o 6,Uo0 f3.000 {i:: 24-hrs_f psi CumTete for HES Paving.
9912022
03 30 0u
Mix Design
Martin Marietta
D9492S; C 4,ODU psi Concrete for Machine Placed Paving
9912o22
03 311001
Mix Design
Martin Marietta
R214623114,5W psi Concrete ibr Hand Placed Paving
w"W2
03 30 00
Mix Design
martin Marietta
R2146238 4,5(tll psi Concrete for Hand Placed Paving. Inlets, Storm Drain Struc4ures
%912022
U3 30 00
Mix Deaian
Martin Marietta
R21463364-5t117 psi Concrete for Hand Placed Paving
94f2022
03 30 00
Mix Design
Macon Marietta
R2146235 4,5(11) psi Concrete for Hand Placed Paving
I ItV2022
�2 ]A 13
Mix Design
Martin Marietta
02141N27 4,U(Ml psi Concrete for Machine Placed paving
1172 022
42 ]A 13
Mix Design
Martin Marietta
021411{30 0W psi Concrete for Machine Plared Paving
11,2J21)22
42 ]A 13
Mix Design
MLLrtin Marietta
R2146N364,500 mi Concrete fur Hand Placed Paving
1 If15l2o22
J3 13 13
Mix Design
4lurtin Marietta
R2146K164,500 psi Coneaete for Hand Placed Paving
1 If15f2022
34 11 13
Mix Design
Martin Marietta
K2t4036 4,5W psi Concrete for Hand Plaord Pavia¢
I Ir2i2022
32 13 13
Mix Design
Martin Marietta
R2146" 4,500 psi Concrete for Hand Placed Paving
11.2+2022
�2 11 13
Mix Design
Martin Marietta
R2146NIS 4,000 Psi Concrete for Inlets Manholes. Headwalls
1 lIV2022
}2 13 13
Mix Design
Macon Marietta
R21461(34 4,0UU psi Concrete for Inlets, Manhole. lfcadwalls
I Ia1022
�2 13 13
Mix Design
Macon Marietta
R2141 N24 4,001) psi Concrete far Sidewalks and Ramps
11 t2i2022
�2 ]A 13
Mix Design
'.Martin Marietta
R214 ] K24 4,000 Psi Concrete far Sidewalks and Ramps
W912022
03 30 00
Mix Design
Macon Marietta
R21461)38 4,5U0 psi Concrete for Inlets, Storm Frain Structures
9,912022
03 30 Ott
Mix Design
Martin Marietta
R2 L46036 4,5(M) psi Concrete for 14and Placed Paving. lnlels
W4 2022
03 30 UU
Mix Design
Martin Marietta
R2 AW42 4,5(M) psi Concrete for hand Placed Paving
0912022
03 30 UU
Mix Design
Martin Marietta
R2146242 4,50tl psi Concrete for bland Placed Paving
w M022
03 3o UU
Mix Design
:Martin Marietta
R21462364,500 psi Concrete for hand Placed Paving
9/912022
o3 3o 0U
Mix Design
Martin Marietta
D9493SC 4,5oU psi Cnncrcic Cor Hand 1"laccd Paving
9Nl2022
0330110
Mix Design
Macon Marietta
R2147241 4,500 psi Concrete for hand Placed Paving
9,*2022
03 30 00
Mix Design
NC'S Redi Mix
NCS5020A AaW psi Concrete Mix for Curb &Clatter, Driveways. Sidewalks
9N12022
03 3o (Y
Mix Design
NUS Red, Mix
NCS602U,UDP 4500 psi Concrete Nix for Valley Gutters, Band Placed Paving
9,912022
03 30 00
Mix Dcsiun
NBR Ready N13x
TX C-YY 3000 psi Concrete Mix for Curb Inlets
WW2022
03 30 UU
Mix Design
\'BR Ready Mix
TX C-NY Y)DO psi Concrete Mix IlkCurb lnlcts
91912022
03 30 00
Mix Design
Redi-41ix
DCA2FS54.0DW psi Concrete Mix for kip Rap
9/912022
03 30 U0
Mix Design
Redi-Mix
V0111524 3000 psi Cummtc Mix fprCurb & Clutter
9N12032
0334 13
Mix Design
Redi.4fix
FW.10021 215 psi Flowable Fill-CLS-'vT
FORT WORTH. CITY OF FORT WORTH TRAYSPORTATFONIPUSLFC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 12/0112022
t imci orejC'nntinnrd1
919l2022
U i 30 0
kedi-Mix
IUJ1 t524 3W psi Cancrcle Mix for Drip c ys, Sidrwal6cs, ADA Ramps
91A12022
03 30 00
Mix 13mil n
Eedi-Mix
IOJ11504 3000 psi Cancrete Mix for Sidewalks
9&2022
03 30 00
mix 17csign
kcdi-Nix
IOLI t504 3,600 psi Commbr Mix for Sidewalks, Curb & Gaucr
9W2022
1033000
Mix Design
kcdi-]4ix
IOL1 1524 3ti00 psi Crinuetc Mix Manholes, lnlels, Jundica Orates, Headwalls
919i'2022
03 30 00
Mix Dksixn
kcdi-Nit
I k3 k 1524 BOO psi Concre le Mix fur Ihrus) 13louks, i•alvc Pads
%29I2022
03 30 00
Mix Dmign
Redi-'Nix
IOL21524 4001) psi Conc�tr Mix for Manholes
",,2022
03 30 00
Mix 17esign
kcdi-Nkx
156I 1524 4000 psk Canernle Mix for Cast -in -Place Storm Drain Son lurcs
W9iIO22
O3 30 00
Mix besi:gn
kcdi-Mkx
IOL115L'4 3G00 i CUncmm Mix tar I3ridgc substructures
919i'2022
O3 3000
Mix D siitri
kcdi-44kx
DCC2GSE236d , Concrc9e Mix forl)riIled Shafts
%2%2022
03 30 00
Mix Design
kcdi-:Mix
DCIJ tG5E2 3600 psi Llndemmor Drilled Shafts
919:2022
03 30 00
Mix Design
Redl-3Mix
156115D4 4000 psi $iidV9 Slabs
9W2022
03 34 E3
Mix besimn
kcdi-mix
F'35238VN 100 psi Fluwahle Fill - CLSIM
"-'2022
03 34 13
Mix D siitri
kcdi-Mi:x
FOD13RVM 10O psi Flawablc Fill -CLSM
91912022
03 34 13
Mix Design
kcdi-Mix
10311554 3000i CuncrrtC N4ix fur Rip-kap
9+9f2022
03 30 00
Mix Design
kcdi-1•lrx
M13&Kk) 100b par C'pncrcrc Mix Cor Trench kepair Base Malcrial
91912022
O3 30 00
Mix besixn
kcdi-Mix
IOiCt 1524 3600 psi Concrete Mix for 3•]rcancrrirnt
9 9r2022
O3 30 00
Mix Dcsixn
Rcdi-Mkt
ION1 1547 4506 psi (2600 psi (al 24 hrs.) Concrete Mix for 14 S Paving
"12022
03 30 00
Mix Design
kedi-ma
IONt 1504 5000 phi I3600 psi (411 2 daysl CbMMte MIX far HGS Paving
919+2022
O3 30 00
Mix bcsitm
Rcdi-Nit
50K11324 3660 psi Cc=rcre Mix for Machine Placed Paving
9W2022
03 3U 00
Mix Design
RCdi-Met
IOmi E51)4 4500 psi Concrete Mkt far hand Placed Pavmg• Storm drain Structures
9 9,2022
03 30 00
Mix Dcsi=
kedi-Mix
lumi 1524 45W psi Concrcre Mix for Hand Placed Paving
91912022
O3 30 00
Mix Design
kedi-Mix
IOMI )504 45CO psi L•wicrele Mix far Hand Placed Paring
919+2022
O3 30 M
Mix besitm
Rrdk-Mix
145CD1 P,4 4500psi Concrctc Mix for Band Placed Paviwe. Smarr Drain She urns
111212022
03 3U 00
Mix Design
Rcdi-hlkx
145P25P4 45W psi Canrrete foe Sturm Drain Structures
12r512022
03 30 00
Mix Dcs[LT
kedk-Mix
IIJKL 15C4 35W psi Qn Ir forThmsf 131wks. Vat%m Pads
12r512022
O3 30 00
Mix Design
kedi-Mix
156115C4 4UOO pal Concrete far CkP Stone Drain Structures
12'512022
O3 30 M
Mix b�esit�m—
Rcdi-Mix
IOLI15C416W psi COncrctc far Manhole, Erde't��Junctien Hoar, Headwall
919r7022
03 34 0Mix
1�iK'�
SR]'1 CumAffle
30000 3,000 pSi COncretc IbF S3dcwALS and ba,armwy L'enb & Gutter
919r2022
03 34 0
Mix DM[=
S1t41 Concrete
40050 4,000 p&i Concrete for RmdualIs
419f2022
03 3U OO
Mix Den& n
SRNI Cancrrte
3M23 3,600 psi Concrete for Machine Placed Paving
919f2022
03 30 Ou
Mix besiw
SL$A Cunerete
4066g 3,60U psi Con Crete for Machine Placed Paving
9N.7022
0 31) 40
Mix Design
SP-M Concrrte
45UUO 4S01U psi Concrete for band Placed Paving
%9(2022
0 30 00
Mix De&i),m
SW Concrete
45306 4,500 psi Concrete for 14and Placed Pavinq
419f2022
03 3U Ou
Mix Dc�M
sk-\d Cancrmn
40326 4,500 f3.OU kQ 3days) par Cunc.ree for HfS Paving
UVW202
03 30 Ou
Mix besiw
SW Cancretr
35000 360U psi Concrete far Seu•r Manholes
1611w2an
0 30 UO
Mix Design
Sk.'m1 COMTrte
353UO 315uU psi COncrefe far Swerc Manholes
w9r2022
0 30 OO
Mix De&i),m
Sk,4' 1 Concrete
3M22 3,600 psi Concrete for JUIR26M AUx
919f2022
03 3U OO
Mix Den& n
Sk41 Cancren
30050 3,1100 psi Concretc fur Sidewalks, lnkets_ 1aucrim E3oxe, Thrust E10cks
919f2022
O3 30 00
nix besiw
7aarant CUnerxle
FW6O2oAkP 45UU task Concrete Mix fur Hand Placed PovinU
9NC2022
03 3U OO
Mix Design
1'awant C'Uncretr
FW60AHP 45W psi C-rinu xtr Mix far Hand Placed Paving
w9r2022
0 30 OO
Mix Iks fm
Tarrant Cnncrere
1CFW602UA14P 45UU psi Concrate Mix for Rand Placed Pavir[q
919(2022
03 3U 00
M ix De&ii M
I aaraid CUncrxre
F W 752OA-MR 4500 1306u psi (d 3dayn) psi Con =Lc H 1=5 Paving
9,'9P2022
03 30 Ou
Mix Dcsiun
Tarrant Concrete
FW6,520jWk 4540 0001) psi (t4 3-daysi vsi lips Paving
"12022
03 30 U0
Mix Design
Tarrant Cnnorete
FW553UA-MP 360U psi C:Oncreio for Machine Placed Paving
9.+9)2022
03 30 OU
Mix benign
Tarsal Cmk tc
F%Y5320A 30M psi CUncreto Mix Car 91UCkin2
"M22
03 34 13
Mix bcsien
TarnniLcan rate
FWFFI5GCLSM 56-150psi Ftow•ab9e FIR - CLSIbf
9,'9P2022
0334 13
Mix Dcsittn
Tanaait CUn tr
FWFF275 50-1I5Y01 psi Flowablc Fitt - C'L9M
9+912G22
03 30 GU
Mix Design
Tarrant C iM tf
F W 64),-uA2 4GW psi Cwicrete IW Ix for Stmm LYrain SEructurr9
10F10f2022
03 30 Gt1
Mix Demim
I and Cm wte
I C'FW6025A2 4000 psi C'oarcrelc fcr .Manhokea
1OF10+2022
03 30 UU
Mix bcsien
I'e ra rlCUn retc
1CFW502UA 3009 psi Concrulc Cor SSdewalks
9,'917022
03 30 Ut1
Mix Dc ittn
Tarant f- nc to
FW5035A 30U0 psi {uncle Mix for Curb & Gulier. 1Drkvcwsys, Sidewalks, ADA Ramps
9VW2012
03 3U UU
Mix Design
Tarrant Canoaete
CF5020A 3UUu fzvi Ca mrc Mix for Curb and C)utim
W J."c2
0 30 OU
Mix Design
'Ia rant (ancrere
F W5525A2 3WO psi Coiicrcic :Nix for Sidewalks, Drive Appmacher, ADA Ramp
%1) 1:,12
03 30 00
Mix bcai to
Titan Ready Mix
3020AR 31X13 psi Concrete for Sidewalks
9111 "r2
O3 30 Ou
Mix bcsimn
'Divan Ready k1i:1
TkC45204500 psi Cmcrcic for Band Placed Paving
9r11' j'2
03 30 UU
Mix Design
1'rar Grit kcdi Mix
0250.23U 3UUO psi Cm rew Mix For Flalwork Curb & trader_ Driveways, ,[dcwalks, At)A Ramps
,)!") '.i32
03 30 Uu
Mix bexign
True (irit kcdi Mix
270210 500 psi Corsercic Car Ilnnd Pieced Paving
9+4f2022
03 30 w
Mex bcxim
rise (rot Redd Mix
U25U_23U1 3000 psi. CORCfCt Mix far Curb & Gukter, Driveways, Sidewalks_ ABA tramps
"12022
03 30 G0
Mix Design
1 rue Grit itedi Mix
02612332 4UW psi Concrete Mix for )Machine Placed N ing
91912022
03 30 OU
Mix Design
Trsre Cirit Rcdi Mix
o255.23U1 36UG psi concmte Mkx for k4whmc Placed Paving
WW2022
03100
Mix De5ign
Trw rent Rcdi kiix
0261231)1 450D psi Concrete Nix #m Hapd Placed Paving
FORT WORTH. CITY OF FORT WORTH TRAYSPORTATFONIPUBLIC WORKS DEPARTMENT
%.q0Vwe— STANDARD PRODUCTS LIST AS OF 12/0112022
c-onerarelc on
1o3 30 00 7lx esien 1'ruc GriE PWi Mix 0Z65.2301 4500 psi Concrete WX for Valley Cutters. Hand Pluccd Paving
i13 30 00 IMiK Design I'Wisr Rcdi Mix 116791600 139i Concrcic Mix for UQi htin¢ and Tmffm Signal Foundaltnns
Asa_ plt Pavi>♦ r
9•'9+2022
- l6
Mix Design
Austin Asphalt
FT5D137965 PC64.22 Tvpo D Firm Surface
9,'9l2022
32 12 E6
Mix Design
AuslinkVhalt
DA5D133965 P4364.22Type D Sine Suuface
9?'V2022
32 12 l6
Mix Design
Austin Asphalt
FT513117%5 P064-22'Iypc H Fine Base
919+2022
32 12 €6
Mix Design
Austin Asphalt
F'flBi39%5 PG64.22 Type B Fine Base
9•'9+2022
32 12 k6
Mix Design
Austin Asphalt
FT1B117 2 PG64-22 Type B Fine Base
9,'W2022
32 12 E6
Mix 1}csig13
Rgmalds A.,Mhah
1901D PG64-22 Type. D Dine Surface
9•'92022
32 12 E6
Mix Dxia�3
Rcynalds Asphalt
1112R PG64-22 Type B Pint Base
9+9+2022
32 12 €6
Mix Design
Reynolds Asphalt
16t2R PG64-22 Type B Firm Base
91,W2022
32 12 €6
Mix Ucsign
Sunmount Paving
341DV6422 PG64�22Type DEar Surfsce
11+1&12022
32 12 E6
Mix Design
Sunmouin Paving
340DV6422 PG64-22TVPc DFim+Surfaec
12&2D22
33 12 E6
Mix 13csi¢n
Sumno-un[ Paving
3076RV6422 PG62-22TypeR EmuBw&
919+2022
3212€6
Mix Design
SunnxwntPaving
34t-RRAP6422ERGPG64.22Type RFineRmar
9192022
32 12 E6
Mix Design
rxur
37•2E ]3A5.20 PG64-22 type e B Fine Ba
4.+4C1022
32 12 16
Mix Des'gn
TXHIT
44.211303.17 PCr64.22 Tyou B Fine BLar
9.+9+2022
32 12 E6
Mix Des:iln
TXHIT
211305 (1757) PG64-22 Type R Finn Rase
919+2022
32 12 16
Mix Deli/g'n
TXHIT
222475 (1857) PC64-22 Type D Fine Srafaee
9.•9+2022
32 12 t6
Mix T%sign
TXHIT
29.222d75.19 PG64-22 Ttye D Fine Surface
"+ 2022
32 12 16
Mix Design
TXHIT
1-222475-20 PG64-22 Type D Fine Surface
9.+9P2022
3212E6
Mix Design
TXHIT
64-224tM-J8PG70.22Type DfineSurface
%9T2022
321216
MixDeslyn
TXHIT
12r222475-J9PC'r6e-22VvpeDFineSurfu:e
Iletectalile
waroijg 5urf2we
919i2022
�2 1120
Dw5 - Pavers
Fine ►1uil13rick twin n S&L ti NO
Taerile Pav%N
419+2022
�2 13 2U
uws - Parrs
Wcstcm WiEk Co_ rllonSbM, TX)
Ddecfable warning ravers
919+2022
321320
DWS- Cgrnrnskr
Engimrered Plnsri s, Inc.
rtfmgrTile
tWiilliamsville,NY)
41"22
32 13 20
DWS-{:mnpgs€tt
ADA'Watioms Wiiminom,MA)
R itapcBrickCLPCA+mpusiacPuver
Sidfflu d063K Sealant
919f2022
pow
990SL-Cold lied,SinRtaComponent, Silimrw)oin[Scalanl
ASThTD3893
914f2022
32 137,3
lain[ 5ea3ant
Tremco
9005E-Cold plslied, Sinyj1 Component, S€liconJain[ Sealant
ALWMDSR93
9J9+2022
1321373
321373
lJoin:Scalar
loin(Sealam
Fedora
300SL- Cold f�pplicd,Si[ty Camyppent,Silicanclain(Sulam
ASTMWg,))
W94 2022
32 1373
loint Sealant
crafco
Road3mter Silicone - Cold Applied, Sin010 Cotupovent, SO cone dolrtt Sea[=
AM h1 R1993
Lail€tt Trench Einbedn"t Sanii
WW2022
33 05�0
Finbodmenl Sond
Silver Crook Mmiorials
Utility Ensbudnwia Sand
AWM O3
ww2022
�3 05 10
Stnbedntenl Smad
croud: mencruds
Utility Embedtiun1 Sand
ASTE44C33
9i9fi022
�3 05 B0
ElubcdnwflL -and
F and L Din Movers
Utility Embedinew Sarin
ASTM 03
W9P2022
33 05 t0
limbedmu:l Smud
F and L Dmi. foyers
Utility-Fmbedwcni Sand
ASTM 03
9l9.,2022
33 05 10
Embet m t Sand
Tin TOP Marten Munc€[a
Utility En6rdment Sand
iLiTM C33
FORT WORTH. CITY OF FORT WORTH TRANSPORTATFONIPUSLFC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 12/0112022
Firms Cover. wad Grade Rln - Caat Fran*` m SMnw�+J.nrrrS+rrrerures
919l2022
3 05 13
Man[ F amcs C❑we s
CCna Foal4,r}
32" Diameter Liftmste Water Manhole Gasketed Frame and Coverwfl.rmahorn L4ao. Model No. NF-1743LT66
".,2022
05 13
Manhole Fnrmcsnnd Coves
Vcrnu r;ourdr}
32" Diameter Liftmste Smitary Sewer Manhole Frame wid Cover wALondwrn Loeo, Model No. NF-1743LTO
"non
05 13
Manhole Frames and Covers
srP lidiorim
32" D1,13m er Fart Worth Sanitary Sewer Manhole Frame and Cover, Rem No. NF-2280
"1 '2022
�3 05 13
Manhole Frames and Covers
HU)
Ergo XL Assembly 32" Diameter Saaitwv Sewer Maallole Frmw and Cover. ModO No. 00149021 Li)10
4r9r'2022
�3 05 E3
Manhole Fmniesaod Covers
'Necna Fo udry
32" Dimmer Lift[mate Sloan Sewer 7unctiun Sax sad Mmhak Franie and Cover w1Lorlahom Loan. Model No. NF-1743LTXX
"12022
p 05 13
Manh❑k Fnrnres and Covers
`lcrna Foundry
24" Diw*mr Liftmate Storm Sewer Inter Manhole Frwne and CAverwiLondmrrr Loss. Model No. NF-IMLT61
W9i2022
3.305 13
Manhok Frames and Coves
AccnCas[ lG❑vmd Simi Cot "rky. LCU
24" ❑ianwier hr}rRC #220605*3
ASTM A48 AASHTO M306
919t-,022
�3 05 t3
mmbok Cum
Verna Foundry
32" Pianw-rcr NF-]274-T91
ASTM AM AASRTO M306
919I20a2
�3 05 13
Manhole Fnunrx and Co
Nemu Foundry
32" Piano-ier NF-I 743-JM iH,in¢edl
ASTM A4S AAgATU M30f,
919nm
�3 05 13
Manhole Fc
Nernn Fomdry
32.25" Diameter NF-143o.30
ASTM A4$ AASPTO M366
919f2022
}3 05 B
Mank,le Fnrmrs and Cuve .
`lama Imarmdry
32" Pinnw-lcr NF-3743-FjY
AS7M A48 AAKT TO W06
W9r2022
33 05 13
hionhrak Frames and Covets
Srll lrxtrrslrEex
24" Vianregcr 227957**
ASTM A48 A"ATO M306
9192022
33 05 l3
I4ia❑Ixrl, F :❑rres rn i C:nvca6
sm 6L10FiL1:
32" 01ameter 22W{ l
ASTM A49 AAgHTO M306
WWZ022
33 05 13
Manhole l;slurs and C:urus
Us v
32.25" Djallrcter F-FI039 X21A
ASTM A4S AAKIT0 M3o6
Napr:.WnewdevekpreenraadPoop inwafth,NowAn 4fiAs.4meertherninhewoJ0"apruisgngairelxeadissaw4wInQVsPedfRe,vrfnxJJ0323.l4riysara1krnpemVrgrimswWa4ybe4A wdfarrxlaringrMaahalenrhrrrreglairerrnhr mrnrfrnrnexandrnvtrs.
Reinforced Comereu Storm Drain PIDelCiilverts
W92022
33 d I to
Pretext Box Cula =
Fomvra
Precast Pax Clrlvcrta
W92022
33 41 10
Caine Pipe Wyreg wW Beads
Fonerrx
I[CP Wye and $ends
9I92022
33 49 i0
Precast Box Cuhercs
Rinker Maaerlek
Rinker MaleriaLs keinfbmcd Concrete gm Culvert AN I'M (789, C$50
ASTM C7R9, CLW
9192022
3349 i0
CO-Kraw Pipe
Rinker Mweriek
kinker Malerials keinfo ed Connretc Pipe 1roncmu and Ga "Joint Pipc A5TM C76, C655
ASTM C76. C6ss
9N9 2022
33 41 t0
Co4ereie ripe
Ivamm
Re inforord C'nncrnte Piae - Timssw and Crn7ove+130
Pulvprrl
ieloc Sloan Drntin Pipe
W9r2022
I334l l�
IPr,h'pi"Prl,nwI'mti'
�AdvamwdDmirIDpeSystems.Inc.
IHPPolwroavlerwSturm DrainPipe
Storm Brain
Yinuholcs and Janrliou 04mm
9NY-1022
�3 49 td
S1avkii lran L14,
Uldcas k
P[Qrag 4' x 4' Stad44d hiarLhole
ASTM C479
gNao 2
}3 49 to
fnnclKm 13 x
Ol kamh
Precasl F x s' Stot,,, itlneli,)n Hox
ANrM C479
9N."2022
�3 49 t0
function box
0ldcaslk
Plvcast A' x x Storm Itln Imn Box
AM M C-478
"h '2022
�3 49 10
fnrx;tion Box
Oldcashla
Plvcast 5' x 5' shmil AUnt'lim, Box
ASI M C-478
9Ni2022
�3 49 to
fnix:tim Box
0l keale
PICcmt 6' x 6' Storm hwliori Box
ASi M C47$
".,2022
�3 49 10
fancnon dos
01dumtk
Precast S' x S' Storm f'Amion Box Hasc
AS] M C-479
919."2022
p 49 t0
function dos
014ca61k
Plvcmt 5' x 8' Stgpn ftlircCl4,n Rox Ease
AM C-47$
"h '2022
�3 49 to
fnrx;tion Box
C:uwtown Rode Mu
No. 260-2 6 Sack 3600 osi COnerww for Concrete Collars
Act a LX-14
9N2022
�3 49 Eo
Manhole
Rinkw INatcriah
Riv;fer Malerials A,euilorrW 4S" Uisum Wr SDread Foc4lne Manhole
ASi M C 433
"12022
�3 49 t0
M mfx,le C❑mmuor
Tre3acbors F.nsineenod Svgee=
Kor-N-Scai 106•406 Series Pim * 3Kanbote ConpimMi
AS] M CW3
W9."2022
�3 49 10
lwwtion Box
Forturn
X x T FRT-4xd-4Q4-i'$EC'AST•E3AySE
AM M C913
"h '2022
�3 49 10
function Box
Forla
5' x S FN r-s%5-40-PRFCAST•TOP
ASTM C`314
91912022
�3 49 to
fnnctixm Box
Forlem
5' x S FN 1 - 040-PRFCnsT•13ASF
ASI M (911
9PJ12022
�3 49 10
fuwttun 13M
Forlerta
S' x 6' }>27-{x6.409 PiiItiCAST•TOP
ASTM €,'Y 11
W9.2022
�3 49 10
function Box
Fortarm
6 x 6' FR I-(,x6.4 -PRECAST-BNSF
AM M Oil
"J'202.2
�3 49 10
jaw1 n Box
rnompaon Pipo croup
s 'x 4' TPG-4H4-409-PRFJCASF TOP
ASTM 0515
"12022
�3 49 10
rnnctm dos
Thompson Pipe Group
6 'x VTM-4H4-409-PRP-CAST BASF
ASTM 0515
919f2022
�3 49 t0
junction Box
Thompson ripe: Group
4 'x 4' TPG-40-412-PRECAST 4-FT RISER
ASTM 0515
9Nn)022
�3 49 W
rnnL'Itan Box
nccmpsan Pipe: Group
5 'x S T'PG-50-410-PRECAST TOP
ASTM 0515
"1202-2
�3 49 10
function Box
Thompson Pip❑ Group
S 'x 5' TFIG,5x5-b10•PRFaCAST BASE
ASTM 0515
"12022
�3 49 t0
rnnctm.e Bari
rnampann ripe Group
S 'x STPG-5x5-412-PRECAST 5-FT RMR
ASTM 0515
919f2022
�3 49 to
Notion Best
Thompson Pipe Group
67'x 6 TM-6x6• sl t-PRECAST TOP
ASTM C515
9hN2022
�3 49 to
rnmtian Box
nccmpsan Pipe: Group
4'x 6 T'PG-6x6-41 r-PRECAST BASE
ASTM 0515
9191202-2
�349I0
function Box
Thonffp nPipoGroup
i5'x6TPG-60-412-PHECASI'6-FT RISER
ASTMc515
"12022
�3 49 t0
rnnctm.e Bari
rnampann ripe Group
7 'x TTPG-7x7-41 I-PRECAyFT TOP
ASTM 0515
",.2022
�3 49 io
fnncti❑n Be%
Thanrpsan Pipe Gmup
7 'x 7' TM-70-41 I-PF[ECAST BASF
AS7M 0515
9Nn)022
�3 49 to
fn 11::OP UM
Fh❑mpsnn Pipe Group
7 'x T TPG-7x7-412-PRECAST 4.PT 1tiS$R
AM M C615
"1 '2022
�3 49 Fo
function Box
Thompson Pipe Group
S 'x 8' FP43.8x8-41 t•PEIECAST TOP
ASTM C515
9PJl2022
3 49 t0
fnncti❑ee Box
Thompson Pipe Grasp
9 'x 8'-FM-8x8-41 I-PI[ECAFT 3ASF;
ASTM 0515
y.+9r2022
33 49 t0
fwectton Box
Thonrpwn Pipe Group
8 'x 8'Tf'G-8x8-412•PRECAFF S•FT RISER
ASTM C615
FORT WORTH. CITY OF FORT WORTH TRAYSPORTATFONIPUSLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 12/0112022
*Storm llraia Curt? and Drop Inlcts
"1 2022
�3 49 20
curio Inlcls
VOR, ra
IW x 3' FRT-IW4103-PRECAST
ASTM C913
91A2022
�3 49 20
C�mb 1n1els
Forterra
10' x 3' FRT-10xl-s06-PRE4--kST
ASTM C913
9&2022
�3 49 20
Crrh lnlds
Forterra
10' x 4,3 FIZZ'-l0x4-407-PRECrLST
ASTM C913
"1 1022
�3 49 20
C�6lnlds
Foil r
10' x 4.S' FRT-IQV-420-PRECAST
ASTM C913
"1 2022
�3 49 20
lawlan box
Forte
4' x 4' FRT-dx4-409-PRECr15T-T4P
ASTM C913
"12022
�3 49 20
Cur6lnlrl
Thompc i Fipe Group
Rr x 3' TPG• I W-405•PRECAST INLET
ASTM 0515
919I21022
�3 49 20
Curio lnlrl
Thompson Fipe Group
I5' x 3' 7PG-15x3-005-PRECAST INLET
ASTM 0515
9,912022
�3 49 20
aab irild
Thompson Pipe Group
20' x 3' TPG-20X3-d05-PRECAST INLET
ASTM C515
"1202,2
�3 49 20
DMP I nln
Thompson Fipc Group
4' x 4'-FPG-4X4-408-PRECAST INLET
ASTM C515
919aM
�3 49 20
prop Inks
Thompc i Fipe Group
S x 5' TPG-5X3-408-PRECAST INLET
ASTM 0515
919I21022
�3 49 20
prop Inkl
Thompson gips Group
!r' x 6' TPG-6X( 408-PRE{AST INLET
ASTM 05I S