HomeMy WebLinkAboutContract 61645-PM2CSC No. 61645-PM2
FORT WORTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
WATER, SEWER, AND STORMWATER
IMPROVEMENTS TO SERVE
Branding Iron
IPRC Record No. IPRC22-0121
City Project No.104198
FID No. 30114-0200431-104198-EO7685
File No. K-3003
X File No. X-27408
Mattie Parker David Cooke
Mayor City Manager
Christopher P. Harder, P.E.
Director, Water Department
Lauren Prieur
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
07/29/2024 July 2024
ANDREA E. TAYLOR
124055
mimia
519 E. Border Street
Arlington, TX 76010
www.mmatexas.com
ataylor@mmatexas.com
tbpe #f-2759
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
000010
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 6
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions
0011 13 ln.yit tie t Bidders
Bidders
Last Revised
03/20/2020
0021 13
004100
00 42 43
0043 3
inst..,,etiors to
Bid Form
Proposal Form Unit Price
Bid Ben
03/20/2020
040:2,12014
05/22/2019
040:2,12014
0045 11
0045 12
Bidders U-o,,u l:fie ti n's
Prequalification Statement
04/02 2014
09/01/2015
nno0 45 13
Bidder- v -o.,u l;fieatioi kWipa
03 in v
00 45 26
00 4 5-40
Contractor Compliance with Workers' Compensation Law
Mine Btisi Enterprise Goal
04/02/2014
nQ i a
00 52 43
-ity ess
Agreement
06/16/2016
00 61 25
Certificate of Insurance
07/01/2011
00 62 13
Performance Bond
n...,.,.,en4
01/31/2012
i�z
00 6:2 14
00 62 19
Bend
Maintenance Bond
0
01/31/2012
00 7300
0073 10
c„rri oment., -y Condition
Standard City Conditions of the Construction Contract for Developer
07 in i 1120 i
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
mini i�ni i
013120
��z
01 32 33
Pr-ejeet Meetings
Preconstruction Video
08/30/2013
013300
Submittals
08/30/2013
01 M 13
Spoolal.Ilojce+Pr-eee ufe
09/3412�
01 45 23
Testing and Inspection Services
03/20/2020
01 50 00
Temporary Facilities and Controls
07/01/2011
01 5526
Street Use Permit and Modifications to Traffic Control
07/01/2011
01 57 13
Storm Water Pollution Prevention Plan
07/01/2011
01 60 00
Product Requirements
03/20/2020
01 66 00
Product Storage and Handling Requirements
04/07/2014
01 70 00
Mobilization and Remobilization
04/07/2014
01 71 23
Construction Staking
04/07/2014
01 74 23
Cleaning
04/07/2014
01 77 19
Closeout Requirements
04/07/2014
01 78 23
Operation and Maintenance Data
04/07/2014
01 78 39
Project Record Documents
04/07/2014
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104198
Revised March 20, 2020
000010
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 6
Technical Specifications which have been modified by the Engineer specifically for this
Project; hard copies are included in the Project's Contract Documents
Division 02 - Existing Conditions
NONE
Division 03 - Concrete
NONE
Division 26 - Electrical
NONE
Division 31- Earthwork
NONE
Division 32 - Exterior Improvements
NONE
Division 33 - Utilities
NONE
Division 34 - Transportation
NONE
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104198
Revised March 20, 2020
000010
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 6
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City's website at:
http://fortworthtexas.2ov/tpw/contractors/
or
https://apps.fortworthtexas.2ov/ProiectResources/
Division 02 - Existing Conditions Last Revised
n7� Seleetive Site Demolition 12/2z
0241 15 Paving Removal 02/02/2016
Division 03 - Concrete
03 30 00 Cmt In Maze Gener-ete 1 � /�12
03 34 13 Gei4 felle.a Tow StrengtL. TiT.,te,-ia (C SM 12 ll�i
112�0 Gee .ete Base Material for Trene6, new ,; 12 n�2
0380 00 Meth e.,tions to Existing CUR— ..,-etee. etlU--W2Cz 12/ z
Division 26 - Electrical
26 05 00 re,,,,.,,e,. Wo-k Results for- Eleet,-iea 11 /�14
Tle,�. ,.lit; ,.,� F 1J1 t 17/7, / 12
26 05 10 aafllaal Fr S
260533 %oo7-ay' •,n•7 Boxes for- Eleet.-;e.,l Systems 17/7 z
260543 TT., rd DuCrG✓al.n R ee.. ays for- Eleet,.;e.,l Systems 07,10 T
Division 31- Earthwork
31�o Site !''� 17/7 z
3123 16 Unclassified Excavation 01/28/2013
3124 00 E�Mm',n.its n1 /0 4�B
312500 Efe4cm and Eadi ...ent rent el 112/�12
31�0 Gabions 171 /7 z
313700 00 Ripr-ap 1�7 /7
Division 32 - Exterior Improvements
27�T Ue...v.a- eft Asphalt It D.,..ing De..ai 12/zzr20/2012
27�Qo
�� l��t Perrin �Q
y ph 1 � !2Q0 20
32 01 29
Z7�3
Concrete Paving Repair 12/20/2012
!`oufses 12N
1129
Flexible Base z
Lime Tre. te.l Base retffses 12QO/2012
11 ✓�
Gef ent Tfe,.te,l Base re,,,.112/7 z
a' 11 3"z
Liquid Treated coil De'Aili ff n4/�5
Z7�3
13 13
A.,,-.hak Paving G-.,ek Sealants 12/7 z
Genefete Pa,y .... 12/7 z
27�o
Z'l�3
renefete Si evmgko, Dims-.,e.. ays and Barrier- Freo llavi4m 06i05,1201 8
(`o e,-ete D.,..ing joint Sealants 12/2z
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104198
Revised March 20, 2020
0000 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 6
37�66 BfiJr. Unit .1V— ing 12/2042012
37�3 Gonerete Gt 1. of 1 3.it%ejYc,-ln Valley Gt4t0 1n/05,12016
3231 113 rihwin Bonses and GeAes 12/7� 20420i2
1 e Gonerete Detaining xx 7a 06/05,12 114
3�1 '� 1.,2 C"ia�t in I1ac ��
37�9 Topsoil Dlac fft and Finiohing of Parkways i2l'2zzr0QW2
3-292 i3 , Seeding, 2r,-2042012
3293 43 Trees and V.' c.7.� -A-z 12/ z
Division 33 - Utilities
33 01 30
Sewer and Manhole Testing
12/20/2012
3301 31
Closed Circuit Television (CCTV) Inspection
03/03/2016
33�0
Bypa&3 11kimping of Existing Sewer- Syste
12/20/2012
33 nn 10
�
joint Bending and Eleetri aal holatia*
12/20/2012
33�2
23 04 30
33�0
Magnesium nnede C t>,, die Pr-eteetion Syste .
Tomr,om,-y VAite co,.yiees
Cleaning and necept.,nee Testing ,.fWa4e,-Mains
17/7 z
07/0 T
n3/03
33�0
3305 10
Cleaning of Sewer- Mains ns
Utility Trench Excavation, Embedment, and Backfill
12/20/201-2
12/12/2016
3305 12
Watu Lm-..' Lo-r,en-ng
1�/rt90/2012
3305 13
3305 13.10
�-vTr
Frame, Cover and Grade Rings — Cast Iron
rr2rrr��c0�o ei S �6irsnvS}�e
Fr- Cover- . ar,1 Grade Rings
Adjusting M 1, inlets, t Valve $ ,1 Other- Strom ttii t6
01/22/2016
n1 /33/3n1 �
m-r�rzv�v
22�4
3 3�0
3305 17
333�0Auger-1
axvruiaz9 @S ax �cS��--a $ � v�c�--ccirmvc civ c cS
rY^�^ '� � �
Grade
G.,n e -ete Water- Vaults
Concrete Collars
1 �/rtrrvrsv?i
1 7 /7zzr20/2 z
12/20/2012
/r
330521
��
33�2
Tunr�. 1 T�e
Stool Gas ng D;no
QOA2012
12/20/2012
17/7zzr20/2012
33 2�3
33 05 24
33 3�o
Hand Tunneling
Installation of Carrier Pipe in Casing or Tunnel Liner Plate
T T iT.,, /T .,...,
1 7 /7QOA2012
06/19/2013
1
TT
330530
44 y Eef:s of
on o ��1z
T ..e tif xisting FtiTV.lIV
�i .7
2 0A2
1
12/20/2017
33�-1-1-05
Raks, 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
3
3311 1�
z000jro �
Piro, Bar- W,...ppe , Stool Gyl;nde f Type
112/7 z
?i3 11 11
wed Piro &-iA FiAings
1'/'�T2
33 1210
33�=
Water Services 1-inch to 2-inch
xxT.,te
02/14/2017
12/'f
33 1220
Large f N4etef:s
Resilient Seated Gate Valve
z
12/20/2012
33 1225
Connection to Existing Water Mains
02/06/2013
33� 1230
r0m�YW.,.af Air- Vye Assemblies Mies for- Petable Water- Systems
17/ z
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS 104198
Revised March 20, 2020
000010
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 6
33 1240
Fire Hydrants
01/03/2014
33 1250
Water Sample Stations
12/20/2012
33 1260
3331 12
St..,a,,,.,1 Blow off Valve Assembly
Cured in Place Pipe (CIPP)
0643
12/20/2012
ZZ�3
Fiber -glass Dei fe-ee Pipe for- r,-., 4tyS.Teikir', 6
,le.-.e C`an tafy
1'f�7r�-2042012
1'l/7zzr2042012
33 31 15
33 31 20
High Density Polyethylene (14DPE) Pipe for- Sewe,-
Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe
/llefi a
tafy
06/19/2013
333121
Pelyviffl (P3,1 ) Closet Profile _,a-yi y Sa-a Sewef:
Pipe
r12r2042012
34 11
2 2�3
t,fy Sewuc Flip r1n12g
caaitai:y Sewer- Pipe Ea la -genie.-.+
z2,q0,/20i2
1 2�7�01-2
333150
333170
3339 10
Sanitary Sewer Serviee Connections and Service L
Combination Aif Va4ye for Sanitary Sewer Foree
04Q6/2013
17�7r�,-zvizoii
12/20/2012
Cast -in -Place Concrete Manholes
33 39 20
Z2�0
Precast Concrete Manholes
Fite. -glass Manholes
12/20/2012
12/20/2012
22�0
33 39 60
Wastewater- A eeess Chamber- (ALAG)
Epoxy Liners for Sanitary Sewer Structures
12QO/70z1z
12/20/2012
3341 10
Reinforced Concrete Storm Sewer Pipe/Culverts
07/01/2011
33 41
33 41
High Dmzz/,tl�' Polyethylene (14DPE) Pipe for- S o T oin
Dei fe-ee,7 Polyetl,lene (SRPE) Pipe
1790/20z12
1143,12015
33 4600
33 4601
Subdr-ainage-
Slotted S 01 D. r-iv, ;
1 71 012npzlz
071nm�v1T
33 4602
Tfmcllh dTzz
0710 T
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
34 41
34 41 1n1
�nvT
- Transportation
T-af e c;, galls
n
�-rtt&E11i���A (-�i�tf9nn€�'�r'il3ii��t
1n421QW5
1Qnlc
��
Q48
34 41 10.02
34 41 10.03
A !� 11 Spe��F:
ntta�e�� Eentf6n@i'vpvEifzciztiAii
AttaehmentG Software Speei£eatien
Tomr, 0-i1��, Tf ff;a c:g 1s
Removing TFaffie Signals
02/2012
04/2012
1142,L2013
1240,L2012
2/1 11 11
34 41 13
2 A�
RLet gui 11/ \Q J�'� d B eeae
1142,L2013
34 41 16
Pe-deatrinr: llyb -i tom
11 i�13
34�o
i,
��� Illmnir.at�n ��aemJr.3s
12Q0/2 n1 �
3 4 n�0T
r r
1••�1.1� Aoad��..�ai�ir�air�s
0645,12015
3n n�02
Freeway LED >?,.adw .. 1-7w%inakes
064-5
3 4 n�03
R-esidei+tizal USD Raadw}' 1-zalvlairas
06 no c�15
34 41 30
�
4 41 50
3n�3
A1u4'flillun'16.g1}s
Single Mode Fibef Opt:e Cable
T- ff;e n atfe1
1 1 /12/2013
n2io�6
11 inn
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS 104198
Revised March 20, 2020
000010
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Appendix
Page 6 of 6
FC-4-0- A-vailab lily eF
GC-4.02 Subsurface and Physical Conditions
FE-4.-04 i-Idogroux
GG 4.06 Hazardous Environmental Condition at Site
GG 6.0 rB Mino -ity and Women Owned u„s;foss Ente f... fise G,,.,-,plia ee
GG 6.07 Wage Rates
Pormito and Td r s
Fib-6.24 Nondisc irsinatiaff
GR-01 60 00 Product Requirements
END OF SECTION
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104198
Revised March 20, 2020
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
00 42 43
DAP - BID PROPOSAL
Pagel of4
Bidder's Application
Bidlist Item
No.
1
Project Item Information
I Specification I Unit of
Description
Section No. Measure
UNIT I: WATER IMPROVEMENTS
0241.1000 Remove Conc Pvmt 0241 15 SY
I Bid
Quantity
102
Bidder's Proposal
Unit Price Bid Value
$15.00 $1,530.00
2
0241.1011 Remove 4" Water Line
0241 14
LF
64
$16.00
$1,024.00
3
0241.1013 Remove 8" Water Line
0241 14
LF
64
$16.00
$1,024.00
4
0241.1218 4"A 2" Water Abandonment Plug
0241 14
EA
4
$150.00
$600.00
5
0241.1302 Remove 6" Water Valve
0241 14
EA
2
$700.00
$1,400.00
6
0241.1303 Remove 8" Water Valve
0241 14
EA
2
$800.00
$1,600.00
7
0241.1602 Remove Concrete Water Vault
0241 14
EA
1
$2,500.00
$2,500.00
8
3201.0614 Conc Pvmt Repair, Residential
3201 29
SY
102
$210.00
$21,420.00
9
3305.0003 8" Water Lowering
33 05 12
EA
4
$500.00
$2,000.00
10
3305.0109 Trench Safety
33 05 10
LF
2,643
$0.10
$264.30
11
3311.0001 Ductile Iron Water Fittings w/ Restraint
3311 11
TON
0.85
$10,200.00
$8,670.00
12
3311.0261 8" PVC Water Pipe
3311 12
LF
2,643
$58.00
$153,294.00
13
3312.0001 Fire Hydrant
33 12 40
EA
2
$8,000.00
$16,000.00
14
3312.0117 Connection to Existing 4"-12" Water Main
33 12 25
EA
2
$4,800.00
$9,600.00
15
3312.2003 1" Water Service
33 12 10
EA
121
$1,410.00
$170,610.00
16
3312.3003 8" Gate Valve
33 12 20
EA
11
$2,500.00
$27,500.00
17
9999.0001 Re -locate Existing Fire Hydrant
00 00 00
EA
1
$3,000.00
$3,000.00
18
9999.0002 Auto Flush Valve 00 00 00 EA
TOTAL UNIT I: WATER IMPROVEMENTS
1
$7,800.00
$7,800.00
$429,836.30
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 Copy of Copy of 2024-06-10 BID PROPOSAL - Water Sewer Stormwater (003) (002)
UNIT PRICE BID
Bidlist Item
No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
Description
00 42 43
DAP - BID PROPOSAL
Page 2 of 4
Bidder's Application
Bidder's Proposal
Specification Unit of I Bid
Section No. Measure I Quantity Unit Price Bid Value
1
UNIT II: SANITARY SEWER IMPROV MENTS
3301.0002 Post -CCTV Inspection 3301 31 LF
2554
$3.00
$7,662.00
2
3305.0109 Trench Safety
33 05 10
LF
2554
$1.00
$2,554.00
3
3305.0116 Concrete Encasement for Utility Pipes
33 05 10
CY
9
$330.00
$2,970.00
4
3305.3003 10" Sewer Carrier Pipe
33 05 24
LF
20
$50.00
$1,000.00
5
3301.0101 Manhole Vacuum Testing
3301 30
EA
9
$150.00
$1,350.00
6
3331.3101 4" Sewer Service
3331 50
EA
121
$1,590.00
$192,390.00
7
3331.4115 8" Sewer Pipe
3311 10,
3331 12,
3331 20
LF
7 aqa
QFF nn
4t9 qq a7n nn
3331.4116 8" Sewer Pipe, CSS Backfill 3311 10,
8 3331 12, LF
3331 20 60 $86.00 $5.160.00
3331.5747 8" Sewer Pipe, CLSM Backfill
3311 10,
9
3331 12,
LF
3331 20
60
$109.00
$6,540.00
10
3339.0001 Epoxy Manhole Liner
33 39 60
VF
36
$440.00
$15,840.00
11
3339.1001 4' Manhole
33 39 10,
EA
33 39 20
7
$4,670.00
$32,690.00
12
3339.1002 4' Drop Manhole
33 39 10,
EA
33 39 20
2
$4,810.00
$9,620.00
13 3339.1003 4' Extra Depth Manhole 33 39 10, VF
33 39 20 14 $220.00 $3,080.00
TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $414,726.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 Copy of Copy of 2024-06-10 BID PROPOSAL - Water Sewer Stormwater (003) (002)
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
00 42 43
DAP - BID PROPOSAL
Page 3 of 4
Bidder's Application
Bidlist Item
No.
1
Project Item Information
I Specification I Unit of
Description
Section No. Measure
UNIT III: DRAINAGE IMPROVEMENTS
3305.0109 Trench Safety 33 05 10 LF
I Bid
Quantity
489
Bidder's Proposal
Unit Price Bid Value
$0.50 $244.50
2
3137.0104 Medium Stone Riprap, dry
31 3700
SY
171
$120.00
$20,520.00
3
3125.0101 SWPPP > 1 Acre
31 2500
LS
1
$100.00
$100.00
4
3341.0201 21" RCP, Class III
3341 10
LF
50
$75.00
$3,750.00
5
3341.0205 24" RCP, Class III
3341 10
LF
135
$89.00
$12,015.00
6
3341.0302 30" RCP, Class III
3341 10
LF
92
$115.00
$10,580.00
7
3341.0402 42" RCP, Class III
3341 10
LF
212
$197.00
$41,764.00
8
3349.0001 4' Storm Junction Box
33 49 10
EA
1
$5,900.00
$5,900.00
9
3349.0002 5' Storm Junction Box
33 49 10
EA
2
$6,800.00
$13,600.00
10
3349.4111 42" SET, 1 Pipe
33 49 40
EA
1
$4,200.00
$4,200.00
11
3349.5002 15' Curb Inlet
33 49 20
EA
3
$8,400.00
$25,200.00
12
3349.8002 15' Type 2 Inlet
33 49 20 EA 2
TOTAL UNIT III: DRAINAGE IMPROVEMENTS
$9,400.00
$18,800.00
$156,673.50
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 Copy of Copy of 2024-06-10 BID PROPOSAL - Water Sewer Stormwater (003) (002)
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
00 42 43
DAP - BID PROPOSAL
Page 4 of 4
Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item I Description Specification I Unit of I Bid
Unit Price Bid Value
No. Section No. Measure Quantity
Bid Summary
UNIT I: WATER IMPROVEMENTS $429,836.30
UNIT II: SANITARY SEWER IMPROVEMENTS $414,726.00
UNIT III: DRAINAGE IMPROVEMENTS $156,673.50
Total Construction Bid $1,001,235.80
This Bid is submitted by the entity named below:
BIDDER:
Burnsco Construction, Inc.
6331 Southwest Blvd.
Benbrook, TX 76132
Contractor agrees to complete WORK for FINAL ACCEPTANCE within
CONTRACT commences to run as provided in the General Conditions.
BY:
r _
TITLE: Vice President
DATE: 19-Jun-24
END OF SECTION
50 working days after the date when the
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 Copy of Copy of 2024-06-10 BID PROPOSAL - Water Sewer Stormwater (003) (002)
W4six
OAP PUQUALIPICAiION SrA}FAffNi
Pnfe I oil
SECTION 00 45 12
DAP — PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend m utilize for the major work type(s) listed. In the "Maier Work
Twe" box Drovide the comolete major work twe and actual descriotion as provided by the Water
Department for water and sewer and TPW far navine.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
mIrterena W...I., New ueveiopmem,
RenamtWun, and Redevelopment Open Cut Burnsco Construction, Inc. 6/30/2028
ane nencnleca tau smesp,
The undersigned hereby certifies that the Contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Burnsco Construction, Inc. B
6331 Southwest Blvd.
Benbrook, TX 76132
(Signature)
TI4P,,dft
DATE: July 2, 2024
END OF SECTION
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004526-1
CONTRACFOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 oil
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKERS 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. 104198 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.
:III vMItUM11"In
Burnsco Construction, Inc.
By: John�uRl�
Company
(PI a Print)
6331 Southwest Blvd.
Signature:
Address
Benbrook, TX 76132
Title: President
City/State/Zip
(Please Print)
THE STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, on this day personally appeared
John Bums , known to me to be the person whose name is
subscribed to the foreVing instrument, and acknowledged to me that he/she executed the same as
the act and deed of urnsco Construction, Inc, for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this Znd day of
July , 2024.
KASSANDHA CANALIS I�
4 " Notary Public, State of Texas Notary r c In and for the State of Texas
" Comm. Expires 01-23-2027
Notary lD 134158873
END OF SECTION
Criv OF FORT WORTH BR4 DMGMON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 104198
Raviud Apo12, 2014
00 52 43 - 1
Developer Awarded Project Agreement
Page 1 of 4
SECTION 00 52 43
2
3 THIS AGREEMENT, authorized on is made by and between the Developer,
4 D.R. HORTON- DFW WEST DIVISION, authorized to do business in Texas ("Developer") , and
5 Burnsco Construction, Inc., authorized to do business in Texas, acting by and through its duly
6 authorized representative, ("Contractor").
7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
8 follows:
9 Article 1. WORK
10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
11 Project identified herein.
12 Article 2. PROJECT
13 The project for which the Work under the Contract Documents may be the whole or only a part is
14 generally described as follows:
15 Branding iron
16 104198
17 Article 3. CONTRACT TIME
18 3.1 Time is of the essence.
19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
20 Documents are of the essence to this Contract.
21 3.2 Final Acceptance.
22 The Work will be complete for Final Acceptance within 50 working days after the date
23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard
24 City Conditions of the Construction Contract for Developer Awarded Projects.
25 3.3 Liquidated damages
26 Contractor recognizes that time is of the essence of this Agreement and that Developer
27 will suffer financial loss if the Work is not completed within the times specified in
28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of
29 the Standard City Conditions of the Construction Contract for Developer Awarded
30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in
31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not
32 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees
33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay
34 Developer ZERO Dollars ($0.00) for each day that expires after the time specified in
35 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance.
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104198
Revised June 16, 2016
00 52 43 - 2
Developer Awarded Project Agreement
Page 2 of 4
36 Article 4. CONTRACT PRICE
37 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
38 Documents an amount in current funds of One Million One Thousand Two Hundred Thirty -Five
39 Dollas and Eiizhty Cents ($1,001,235.80).
40 Article 5. CONTRACT DOCUMENTS
CIi �.��K�]►Y Y �1►Y Il.�
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A. The Contract Documents which comprise the entire agreement between Developer and
Contractor concerning the Work consist of the following:
1. This Agreement.
2. Attachments to this Agreement:
a. Bid Fofm (As pfovided by PeN,eleper-)
1) Proposal Form (DAP Version)
2) Prequalification Statement
3) State and Feder -al doeunwn:
b. Insurance ACORD Form(s)
c. Payment Bond (DAP Version)
d. Per-fefmanee Bond (DAP Version)
e. Maintenance Bond (DAP Version)
f-. Power- of At4emey for- the Ben&
g. Worker's Compensation Affidavit
a. Nimirrtnl'.,nt F:7-.vn (if required)
3. Standard City General Conditions of the Construction Contract for Developer
Awarded Projects.
4. DjWlon2 .
5. Specifications specifically made a part of the Contract Documents by attachment
or, if not attached, as incorporated by reference and described in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS 104198
Revised June 16, 2016
00 52 43 - 3
Developer Awarded Project Agreement
Page 3 of 4
iZ�Wm Will lei 1J 040T lei I W [91:111111 l
75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
76 expense, the city, its officers, servants and employees, from and against any and all
77 claims arising out of, or alleged to arise out of, the work and services to be performed
78 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
79 under this contract. This indemnification provision is specifically intended to operate
80 and be effective even if it is alleged or proven that all or some of the damages being
81 sought were caused, in whole or in part, by anv act, omission or negligence of the city.
82 This indemnity provision is intended to include, without limitation, indemnity for
83 costs, expenses and legal fees incurred by the city in defending against such claims and
84 causes of actions.
85
86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
87 the city, its officers, servants and employees, from and against any and all loss, damage
88 or destruction of property of the city, arising out of, or alleged to arise out of, the work
89 and services to be performed by the contractor, its officers, agents, employees,
90 subcontractors, licensees or invitees under this contract. This indemnification
91 provision is specifically intended to operate and be effective even if it is alleged or
92 proven that all or some of the damages being sought were caused. in whole or in Dart,
93 by anv act, omission or negligence of the citv.
94
95 Article 7. MISCELLANEOUS
96 7.1 Terms.
97 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
98 the Construction Contract for Developer Awarded Projects.
99 7.2 Assignment of Contract.
100 This Agreement, including all of the Contract Documents may not be assigned by the
101 Contractor without the advanced express written consent of the Developer.
102 7.3 Successors and Assigns.
103 Developer and Contractor each binds itself, its partners, successors, assigns and legal
104 representatives to the other party hereto, in respect to all covenants, agreements and
105 obligations contained in the Contract Documents.
106 7.4 Severability.
107 Any provision or part of the Contract Documents held to be unconstitutional, void or
108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
109 remaining provisions shall continue to be valid and binding upon DEVELOPER and
110 CONTRACTOR.
111 7.5 Governing Law and Venue.
112 This Agreement, including all of the Contract Documents is performable in the State of
113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
114 Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104198
Revised June 16, 2016
00 52 43 - 4
Dcveioper Awarded Project Agreaumt
Page 4 of4
1I5
116 7.6 Authority to Sign.
117 Contractor shall attach evidence of authority to sign Agreement, if other than duly
118 authorized signatory of the Contractor.
119
120 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
121 counterparts.
122
123 This Agreement is effective as of the last date signed by the Parties ("Effective Date').
124
125
Contractor: Developer:
Burnsco Const tion, Inc. D.R. HORTON- DFW WEST DIVISION
BY: t�- BY -
(Signature) (Signature)
John Bums L�J wv'
(Printed Nance) (Printed Name)
Title: President
Company Name: Burnseo Construction hsc
Address: 6331 Southwest Blvd.
City/State/Zip: Benbrook, TX 76132
Date r
Title: ASS j /W ? f G/`G -*r "Y
Company name: D. R. Horton
Address: 6751 North Freeway
City/State/Zip: Fort Worth, Texas, 76131
-%ply
Date 10
CITY OF FORT WORTH BR.INDLVG IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DE4'ELOPER AWARDED PROJECTS 104198
Reviscd June I6. 20M
Bond 4022238771
0062 13- 1
PERFORMANCE BOND
Page I of 3
1 SECTION 00 52 13
2 PERFORMANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we, Burnsco Construction, Inc. known as
8 "Principal" herein and Liberty Mutual Fire Insurance Company a corporate
9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as
to "Surety" herein (whether one or more), are held and firmly bound unto the Developer, D.R.
I I Horton- ❑FW West Division, authorized to do business in Texas ("Developer") and the City of
12 Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, One Million One
13 Thousand Two Hundred Thirty -Five Dollars and Eiz
.-W Cents($ ] .Q41.235.84), lawful money of
14 the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum
15 well and truly to be made jointly unto the Developer and the City as dual obligees, we bind
16 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,
17 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
24 Agreement, CFA Number CFA23-4142; and
21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
22 the 18 day of JUN , 24 24, which Contract is hereby referred to and made a
23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
24 and other accessories defined by law, in the prosecution of the Work, including any Change
25 Orders, as provided for in said Contract designated as Branding Iron.
26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
27 shall faithfully perform it obligations under the Contract and shall in all respects duly and
28 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
29 specifications, and contract documents therein referred to, and as well during any period of
30 extension of the Contract that may be granted on the part of the Developer and/or City, then this
31 obligation shall be and become null and void, otherwise to remain in full force and effect.
CITY OF FORT WORTH BR 4NDING IRON
STANDARD CITY CONDITIONS -- DEVELOPER AWARDED PROJECTS 104198
Revised January 31, 2612
0062 13-2
PERFORMANCE BOND
Page 2 of 3
1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall Iie in
2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
3 Worth Division.
4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
5 Texas Government Code, as amended, and ali liabilities on this bond shall be determined in
6 accordance with the provisions of said statue.
7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
8 this instrument by duly authorized agents and officers on this the 19 day of July
9 12024
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ATTEST:
(Principal) Secretary a' -
Witness as to Principal
Witness as to Surety
PRINCIPAL:
Burnsco Cpiisirti tion, Inc.
CBY: /'
Sign tore
John Burns, President
Name and Title
Address: 6331 Southwest Blvd.
Benbrook, TX 76132
SURETY:
Liberty Mutual Fire Insurance Company
Si�,ature
Sophinie Hunter, Attorney -In -Fact
Name and Title
Address: 2200 Renaissance Blvd., Suite 400
King of Prussia, PA 19406
Telephone Number: 214-989-0000
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
CITY OF FORT WORTH BRANDING IRON
STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS 104198
Revised January 31, 2012
006213-3
PERFORMANCE BOND
Page 3 of 3
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH BRANDING IRON
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 104198
Revised January 31, 2012
Send #022238771
0062 14- 1
PAYMENT BOND
Page] of 2
l SECTION 00 62 14
2 PAYMENT BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7
8 That we, Burnsco Construction, Inc. known as
9 "Principal" herein, and Liberty Mutual Fire Insurance Company _ a
10 corporate surety ( or sureties if more than one), duly authorized to do business in the State of
i 1 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the
12 Developer, Q.R. Horton- DFW West Division., authorized to do business in Texas "(Developer"),
13 and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of One
14 Million One Thousand Two Hundred Thirty Five Dollars and Ehzhty Cents, ($1.001.235.80),
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
I7 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 Number CFA23-0102;and
22 WHEREAS, Principal has entered into a certain written Contract with Developer,
23 awarded the 18 day of July , 20 24 , 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 Branding Iron.
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 ill full
31 force and effect.
CITY OF FORT WORTH BRANDING IRON
STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS 104198
nc 6214 - 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 19 day of
6 July 20 24 .
7
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ATTEST.
(Principal) Secretary
Witness as to Principal
ATTEST:
wtdc .7,
(Surety) Secretary
Witness as to Surety
PRINCIPAL:
Burnsco Co yst ction, Inc.
BY: r_-
Signatur
John Burns, President
Name and Title
Address. 6331 Southwest Blvd,
Benbrock, TX 76132
SURETY:
Liberty Mutual Fire Insurance Company
BY: re �
Agnati
Sophinie Hunter, Attorney -In -Fact
Name and Title
Address: 2200 Renaissance Blvd., Suite 400
King aFPrussia, PA 19446
Telephone Number: 214-989-0004
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 shal I not be prior to the date the Contract is awarded.
END OF SECTION
CITY OF FORT WORTH BR4NDING ]RON
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 104198
Bond 402223877I
006219-i
MAINTENANCE BOND
Page 1 aF3
1 SECTION 00 fit 19
2 MAINTENANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7
8 That we Burnsco Construction, Inc. , known as
9 "Principal" herein and Liberty Mutual Fire Insurance Company , a corporate surety
10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as
11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, D. R.
12 Horton- DFW West Division. authorized to do business in Texas ("Developer") and the City of
13 Foil Worth, a Texas municipal corporation ("City"), in the sum of One Million One Thousand
14 Two Hundred Thirty -Five Dollars and Eiiahty Cents ($1.001.235.80), 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 Number CFA23-0102; and
23 WHEREAS, the Principal has entered into a certain written contract with the Developer
24 awarded the 18 day of July , 20 24 , 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 Branding Iron ; 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 BRANDING IRON
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 104198
Revised January 31, 2012
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IS
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006219-1
MAINTENANCB BOND
Page 2 of 3
WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
upon receiving notice from the Developer and/or City of the need thereof at any time within the
Maintenance Period.
NOW THEREFORE, the condition ofthis obligation is such that if Principal shall
remedy any defective Work, for which timely notice was provided by Developer or City, to a
completion satisfactory to the City, then this obligation shall become null and void; otherwise to
remain in full force and effect.
PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
noticed defective Work, it is agreed that the Developer or City may cause any and all such
defective Work to be repaired and/or reconstructed with all associated costs thereof being bome
by the Principal and the Surety under this Maintenance Bond; and
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
Tarrant County, Terns or the United States District Court for the Northern District of Texas, Fort
Worth Division; and
PROVIDED FURTHER, that this obligation shall be continuous in nature and
successive recoveries may be had hereon for successive breaches.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS
RevisNJa wu 31,2012
BRANDING IRDN
104198
006219-3
MAINTENANCE BOND
Page 3 of 3
i IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
PA
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instrument by duly authorized agents and officers on this the 19 day of July
• 20 24.
ATTEST:
]�_7
A -
(Principal) Secretary
�y
Wi ss a to -Pr c p
ATTEST:
PRINCIPAL:
BurqSign
tion, Inc.
BY:
John Burns, President
Name and Title
Address: 6331 Southwest Blvd.
Benbrook, TX 76I32
SURETY:
Liberty Mutual Fire Insurance Company
BY:
S(gnature
Sophinie Hunter, Attorney -in -Fact
Name and Title
Address: 2200 Renaissance Blvd., Suite 400
,]Surety) Secrete y� King of Prussia, PA 19406
Witniss as to`�§urety Telephone Number: 214-989-0000
*Note: If signed by an officer of the Surety Company, there inust 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 BRANDING IRON
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 104198
Revised January 31.2012
This Power of AMomey limits the acre of shoe, named herein, and they have no authority to
bind the Company except in the manner and to the extent herein stated.
Liberty Liberty Mutual Fire Insurance Company
CeNficate No: 8205468-022020
MUtUdl. Wausau, Wisconsin
SURETY POWER OF ATTORNEY
KNOWN ALL PERSONS BY THESE PRESENTS: Liberty Morel Fire Insurance Company, being a Wisconsin Corporation having its prinapal office in he City of Wausau, State M
Wisconsin does hereby make, constitute and appoint Don E. Cornell: toshus Saunders. Kelly A. Westbrook, kadso a Peppers; Ricardo 3. Royer; Ruder Morales, Sophime
Hunted, Tine McGee , Tome Petanek -
allofthecMd Dallas slateaf TX each individually if there be more Man we named, its We and lawful aflerney(s)-n,fad, win lull
,wer antl aulhad y must, oanforad in address name, place and stead to sign, assume, acknowledge and deliver in thareU behalf, and as IheineM ad and deed without power of
ra0degmen, as follows
Bonds, undertakings, recognixanoes, contracts of Indemnify, and all other surety obligations, as required, unlimited as to Dollar amount
and In End Me Compantries) making this appointment thereby as rlly and to Me same extent as if such bond or undertaking was signed by the duly autha¢ed officers of Me
Companyges), and all theacls of said a0crney(s), pursuant to the authority herein given, mandraby panted and "firmed
—
AUTHORITY FOR MAKING APPOINTMENT OF ATTORNEYSI
Appointment of Atlameysm-Fact by Liberty Mutual Fire Insurance Company are made pursuant a Adele V, Section 10 of Ubeity Mutual Fire Insurance Company's By.Iaws, as
amended and by Unanimous Consent d the BoaN of Ouectars Mather May 21st, 2013. Further, Me President of Ubedy Mutual Fire Insurance Company, executed a Delegation of
.
Authority and euthomed Me assistant secretary signing below, r appoint attorneymn-lad as may be necessary to ad on behalf of Uberty Mutual Fire Insurance Company to make
- E
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exeate, seal, arrknowledge and deliver as surety any and all undertakings, bonds, remgnisanoss, and other surety obligations
$
so
IN WITNESS WHEREOF, Liberty Mutual Fire Insurance Company has damsel these presents M be signed by it authorized representahves, and its Corporate Seal to be handle affixed,
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23N tleY M April 2021
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The foegoirg instrument was acknowledged before mm his 23rd deyoi April 2021 by Da dM.Careganauthodzedrepresenfatived Liberty Mural Flrelnsurance
56
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I, Me undersigned an Assistant Secretary of Liberty Mutual Fire Insurance Company, de hereby ceNly Mal the original power of attorney of whin Me foregoing is a full, h'ue and coned
cepy, is in tuII fame and eflal on the data of this potatoes, and I do nether dedgy Mal Me oficer a official who executed Me said paver of attorney was we of the offices or officials
spedelly authorized by M s Beak of Directions to account attorneys-im-fad as provided in Me Unanimous Consent and Vote of the Beard of Directors of Liberty Mural Fire Insurance
Company dated May 21, 2013.
This ceNfcele and Me above paver of attorney may be signed by fasimile a muchoulwlly reproduced signatures under and by authority of Me Board of Direoias of Liberty Mutual Fire
Insurance Company reserved by Me Unanimous Consent and Vote of Me Board of Direness dated June 28, 2006 wherein itwas
VOTED Matte sigraMes of such officers and Me seal of the Company maybe all to any such power of aromey or M any cathode ne'atirg thereto by treadle, and any such
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TEXAS
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call toll -free for information or to
make a complaint at
1-877-751-2640
You may also write to:
2200 Renaissance Blvd., Ste. 400
King of Prussia, PA 19406-2755
You may contact the Texas Department of
Insurance to obtain information on companies,
coverages, rights or complaints at
1-800-252-3439
You may write the Texas Department of Insurance
Consumer Protection (I 1 I -IA)
P. O. Box 149091
Austin, TX 78714-9091
FAX: (512) 490-1007
Web: httn://www.tdi.texas.eov
E-mail: ConsumerProtectionatdi.texas.eov
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your
premium or about a claim you should first
contact the agent or call 1-800-843-6446.
If the dispute is not resolved, you may contact the
Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR
POLICY:
This notice is for information only and does not
become a part or condition of the attached
document.
TEXAS
AVISOIMPORTANTE
Para obtener information o para someter una
queja:
Usted puede Ilamar al numero de telefono gratis
Para information o para someter una queja al
1-877-751-2640
Usted tambien puede escribir a:
2200 Renaissance Blvd., Ste. 400
King of Prussia, PA 19406-2755
Puede comunicarse con el Departamento de
Seguros de Texas para obtener information
acerca de companies, cobertums, derechos o
quejas al
1-800-252-3439
Puede escribir al Departamento de Seguros
de Texas Consumer Protection (I I I-1A)
P. O. Box 149091
Austin, TX 78714-9091
FAX # (512) 490-1007
Web: htto://www.tdi.texas.eov
E-mail: ConsumerProtection(altdi.texas.eov
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si liens una disputa concerniente a su prima o a
un reclamo, debe comunicarse con el agente o
primero. Si no se resuelve la disputa, puede
entonces comunicarse con el departamento (TDI)
UNA ESTE AVISO A SU POLIZA:
Este aviso es solo para proposito de information
y no se convierte en parte o condition del
documento adjunto.
NP 70 68 09 01
LMS WN 1M5
STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Page
Article 1 — Definitions and Terminology...........................................................................................................1
1.01 Defined Terms...............................................................................................................................1
1.02 Terminology.................................................................................................................................. 5
Article2 —Preliminary Matters.........................................................................................................................6
2.01 Before Starting Construction......................................................................................................... 6
2.02 Preconstruction Conference.......................................................................................................... 6
2.03 Public Meeting.............................................................................................................................. 6
Article 3 — Contract Documents and Amending............................................................................................... 6
3.01 Reference Standards......................................................................................................................6
3.02 Amending and Supplementing Contract Documents................................................................... 6
Article 4 — Bonds and Insurance........................................................................................................................ 7
4.01 Licensed Sureties and Insurers...................................................................................................... 7
4.02 Performance, Payment, and Maintenance Bonds......................................................................... 7
4.03 Certificates of Insurance............................................................................................................... 7
4.04 Contractor's Insurance.................................................................................................................. 9
4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12
Article 5 —Contractor's
Responsibilities.........................................................................................................12
5.01
Supervision and Superintendent.................................................................................................12
5.02
Labor; Working Hours................................................................................................................13
5.03
Services, Materials, and Equipment...........................................................................................13
5.04
Project Schedule..........................................................................................................................14
5.05
Substitutes and "Or-Equals".......................................................................................................14
5.06
Pre -Qualification of Bidders (Prime Contractors and Subcontractors)......................................16
5.07
Concerning Subcontractors, Suppliers, and Others....................................................................16
5.08
Wage Rates..................................................................................................................................18
5.09
Patent Fees and Royalties...........................................................................................................19
5.10
Laws and Regulations.................................................................................................................19
5.11
Use of Site and Other Areas........................................................................................................19
5.12
Record Documents......................................................................................................................
20
5.13
Safety and Protection..................................................................................................................
21
5.14
Safety Representative..................................................................................................................21
5.15
Hazard Communication Programs.............................................................................................22
5.16
Submittals....................................................................................................................................
22
5.17
Contractor's General Warranty and Guarantee..........................................................................23
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
5.18 Indemnification........................................................................................................................... 24
5.19 Delegation of Professional Design Services...............................................................................24
5.20 Right to Audit: ............................................................................................................................. 25
5.21 Nondiscrimination.......................................................................................................................25
Article 6 — Other Work at the Site................................................................................................................... 26
6.01 Related Work at Site................................................................................................................... 26
Article 7 —
City's Responsibilities..................................................................................................................
26
7.01
Inspections, Tests, and Approvals...................................................................................................
26
7.02
Limitations on City's Responsibilities........................................................................................26
7.03
Compliance with Safety Program...............................................................................................
27
Article 8 —
City's Observation Status During Construction............................................................................27
8.01
City's Project Representative......................................................................................................27
8.02
Authorized Variations in Work...................................................................................................27
8.03
Rejecting Defective Work......................................................................................................
27
8.04
Determinations for Work Performed..........................................................................................28
Article9 — Changes in the Work..................................................................................................................... 28
9.01 Authorized Changes in the Work................................................................................................28
9.02 Notification to Surety..................................................................................................................28
Article 10 — Change of Contract Price; Change of Contract Time................................................................. 28
10.01 Change of Contract Price............................................................................................................28
10.02 Change of Contract Time............................................................................................................ 28
10.03 Delays.......................................................................................................................................... 28
Article 11 —
Tests and Inspections; Correction, Removal or Acceptance ofDefective Work.......................29
11.01
Notice of Defects........................................................................................................................
29
11.02
Access to Work...........................................................................................................................29
11.03
Tests and Inspections..................................................................................................................29
11.04
Uncovering Work..................................................................................................................
30
11.05
City May Stop the Work.............................................................................................................
30
11.06
Correction or Removal of Defective Work............................................................................
30
ll.07
Correction Period........................................................................................................................
30
11.08
City May Correct Defective Work.............................................................................................
31
Article12 — Completion.................................................................................................................................. 32
1201 Contractor's Warranty of Title.................................................................................................... 32
12.02 Partial Utilization........................................................................................................................ 32
1203 Final Inspection...........................................................................................................................32
12.04 Final Acceptance.........................................................................................................................33
Article13 — Suspension of Work..................................................................................................................... 33
13.01 City May Suspend Work............................................................................................................. 33
Article 14 — Miscellaneous .........................................
14.01 Giving Notice .........................................
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
34
34
14.02
Computation of Times................................................................................................................34
14.03
Cumulative Remedies.................................................................................................................
34
14.04
Survival of Obligations...............................................................................................................35
14.05
Headings......................................................................................................................................35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Pagel 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 recordedplat.
8. Contract —The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents —Those items that make up the contract and which must include the
Agreement, and it's attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-2
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 2 of 35
b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non -Resident Bidder
iii. Prequalification Statement
C. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
1. Supplementary Conditions
in. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project's Contract Documents
o. Drawings
P. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are notContract Documents.
10. Contractor —The individual or entity with whom Developer has entered into theAgreement.
IL 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
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 theAgreement.
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 theAgreement.
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 theProject.
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
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 a part of the Work at theSite.
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
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 ContractDocuments.
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
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 followingways:
1. A Field Order;
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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 and4.02.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
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.
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
0073 10-9
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 9 of 35
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
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1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance
Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to
any other insurance or self-insurance programs afforded to the City. The Commercial General
Liability policy, shall have no exclusions by endorsements that would alter of nullify
premises/operations, products/completed operations, contractual, personal injury, or advertising
injury, which are normally contained with the policy, unless the City approves such exclusions
in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 eachoccurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide ' X", "C", and "U"
coverage's. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto",
defined as autos owned, hired and non -owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non -owned.
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1) $1, 000, 000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2) $250,000 Bodily Injury per person
3) $500,000 Bodily Injury per accident /
4) $100,000 Property Damage
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1. The Contractor's construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: NONE
2. The Contractor shall conduct its operations on railroad properties in such a manner as not to
interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use
or operation of its/their trains or other property. Such operations on railroad properties may
require that Contractor to execute a "Right of Entry Agreement" with the particular railroad
company or companies involved, and to this end the Contractor should satisfy itself as to the
requirements of each railroad company and be prepared to execute the right -of -entry (if any)
required by a railroad company. The requirements specified herein likewise relate to the
Contractor's use of private and/or construction access roads crossing said railroad company's
properties.
The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions
shall provide coverage for not less than the following amounts, issued by companies
satisfactory to the City and to the Railroad Company for a term that continues for so long as
the Contractor's operations and work cross, occupy, or touch railroad property:
a. General Aggregate: NONE
b. Each Occurrence:: NONE
4. With respect to the above outlined insurance requirements, the following shall govern:
a. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at -grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b. Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights -of -
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way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at -grade crossing, other work or activity is
proposed on a railroad company's right-of-way at a location entirely separate from the
grade separation or at -grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company's
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company's property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor's beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
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Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor's representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
5.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made byparticipating change orders.
5.05 Substitutes and "Or -Equals "
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or "or -equal" item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an "or -equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if.
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
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2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City's sole discretion an item of material or equipment proposed by Contractor does
not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 01 25 00 and:
1) shall certify that the proposed substitute item will:
i. perform adequately the functions and achieve the results called for by the general
design;
ii. be similar in substance to that specified;
iii. be suited to the same use as that specified; and
2) will state:
i. the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor's achievement of final completion on time;
ii. whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
iii. whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
i. all variations of the proposed substitute item from that specified;
ii. available engineering, sales, maintenance, repair, and replacement services; and
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4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may fumish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City's sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 5.05.A.2.
C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents.
F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or -equal" at Contractor's expense.
G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre -qualification
5.07 Concerning Subcontractors, Suppliers, and Others
A. Minority and Women Owned Business Enterprise Compliance:
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❑ Required for this Contract.
(Check this box if there is any City Participation)
® Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City's MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
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Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.08 Wage Rates
❑ Required for this Contract.
® Not Required for this Contract.
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 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 llth day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
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occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor's responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor's obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and OtherAreas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
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other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2 At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve theDamage Claim.
4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-
up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as
the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the
written notice (by letter or electronic communication), and shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
5.12 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor
and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated
to show changes made during construction. These record documents together with all approved
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Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
5.13 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City's safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any,
with which City's employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
5.14 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-22
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 22 of35
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 Paragraph5.16.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 ContractDocuments.
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 Paragraph5.16.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
0073 10-23
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 23 of35
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 causedby:
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 finalpayment;
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
0073 10-24
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 24 of35
7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.13. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
City, its officers, servants and employees, from and against any and all claims arising out of, or
alleged to arise out of, the work and services to be performed by the Contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this Contract. THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY
ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes ofactions.
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
0073 10-25
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 25 of35
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 Cityf Inds
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
0073 10-26
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 26 of35
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
0073 10-27
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 27 of35
7.03 Compliance with Safety Program
While at the Site, City's employees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City's Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City's representative during construction are
set forth in the Contract Documents.
A. City's Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor's executed Work. Based on
information obtained during such visits and observations, City's Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City's Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City's Project Representative's efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City's Project Representative's visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City's Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-28
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 28 of35
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 anticipatedproject.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-29
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 29 of35
ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-30
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 30 of35
Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City's observation and replaced at Contractor's
expense.
11.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-31
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 31 of35
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor's obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor's services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
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0073 10-32
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 32 of 35
stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants,
employees, and City's other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City's rights and remedies under this
Paragraph 11.09.
ARTICLE 12 — COMPLETION
12.01 Contractor's Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor's
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
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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
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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 if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the otherparty.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
14.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-35
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 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
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION 01 11 00
SUMMARY OF WORK
011100-1
DAP SUMMARY OF WORK
Page 1 of 3
5 A. Section Includes:
6 1. Summary of Work to be performed in accordance with the Contract Documents
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
11 2. Division 1 - General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
A. Work Covered by Contract Documents
1. Work is to include furnishing all labor, materials, and equipment, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications.
B. Subsidiary Work
1. Any and all Work specifically governed by documentary requirements for the
project, such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other public places
or other rights -of -way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
a. A reasonable amount of tools, materials, and equipment for construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects
Revised December 20, 2012
BRANDING IRON
104198
01 11 00 - 2
DAP SUMMARY OF WORK
Page 2 of 3
I b. Excavated and waste materials shall be stored in such a way as not to interfere
2 with the use of spaces that may be designated to be left free and unobstructed
3 and so as not to inconvenience occupants of adjacent property.
4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such
5 manner as not to interfere with the operation of the railroad.
6 1) All Work shall be in accordance with railroad requirements set forth in
7 Division 0 as well as the railroad permit.
8 D. Work within Easements
9 1. Do not enter upon private property for any purpose without having previously
10 obtained permission from the owner of such property.
11 2. Do not store equipment or material on private property unless and until the
12 specified approval of the property owner has been secured in writing by the
13 Contractor and a copy furnished to the City.
14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of
15 obstructions which must be removed to make possible proper prosecution of the
16 Work as a part of the project construction operations.
17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
18 lawns, fences, culverts, curbing, and all other types of structures or improvements,
19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
20 appurtenances thereof, including the construction of temporary fences and to all
21 other public or private property adjacent to the Work.
22 5. Notify the proper representatives of the owners or occupants of the public or private
23 lands of interest in lands which might be affected by the Work.
24 a. Such notice shall be made at least 48 hours in advance of the beginning of the
25 Work.
26 b. Notices shall be applicable to both public and private utility companies and any
27 corporation, company, individual, or other, either as owners or occupants,
28 whose land or interest in land might be affected by the Work.
29 c. Be responsible for all damage or injury to property of any character resulting
30 from any act, omission, neglect, or misconduct in the manner or method or
31 execution of the Work, or at any time due to defective work, material, or
32 equipment.
33 6. Fence
34 a. Restore all fences encountered and removed during construction of the Project
35 to the original or a better than original condition.
36 b. Erect temporary fencing in place of the fencing removed whenever the Work is
37 not in progress and when the site is vacated overnight, and/or at all times to
38 provide site security.
39 c. The cost for all fence work within easements, including removal, temporary
40 closures and replacement, shall be subsidiary to the various items bid in the
41 project proposal, unless a bid item is specifically provided in the proposal.
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects 104198
Revised December 20, 2012
011100-3
DAP SUMMARY OF WORK
Page 3 of 3
1 1.5
SUBMITTALS [NOT USED]
2 1.6
ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
3 1.7
CLOSEOUT SUBMITTALS [NOT USED]
4 1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9
QUALITY ASSURANCE [NOT USED]
6 1.10
DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11
FIELD [SITE] CONDITIONS [NOT USED]
8 1.12
WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
i 11QI ZI] Icy I[ON I IQ I
12
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects 104198
Revised December 20, 2012
012500-1
DAP SUBSTITUTION PROCEDURES
SECTION 0125 00
SUBSTITUTION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
Pagel of4
1. The procedure for requesting the approval of substitution of a product that is not
equivalent to a product which is specified by descriptive or performance criteriaor
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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised August 30, 2013
012500-2
DAP SUBSTITUTION PROCEDURES
Page 2 of
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
i) 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 ofpersons 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 andpattern
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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised August 30, 2013
012500-3
DAP SUBSTITUTION PROCEDURES
Page 3 of
4. Substitution will be rejected ifi
a. Submittal is not through the Contractor with his stamp of approval
b. Request is not made in accordance with this Specification Section
c. In the Developer's opinion, acceptance will require substantial revision of the
original design
d. In the City's or Developer's opinion, substitution will not perform adequately
the function consistent with the design intent
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. In making request for substitution or in using an approved product, the Contractor
represents that the Contractor:
1. Has investigated proposed product, and has determined that it is adequate or
superior in all respects to that specified, and that it will perform function for which it
is intended
2. Will provide same guarantee for substitute item as for product specified
3. Will coordinate installation of accepted substitution into Work, to include building
modifications if necessary, making such changes as may be required for Work to be
complete in all respects
4. Waives all claims for additional costs related to substitution which subsequently
arise
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised August 30, 2013
012500-4
DAP SUBSTITUTION PROCEDURES
Page 4 of
EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
TO:
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason for Substitution:
Include complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A. Will the undersigned contractor pay for changes to the building design, including engineering
and detailing costs caused by the requested substitution?
B. What effect does substitution have on other trades?
C. Differences between proposed substitution and specified item?
D. Differences in product cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specified items are:
Equal Better (explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to the
specified item.
Submitted By: For Use by City
Signature Recommended Recommended
as noted
Firm Not recommended Received late
Address By
Date
Date Remarks
Telephone
For Use by City:
Approved Rejected
City Date
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised August 30, 2013
SECTION 0131 19
PRECONSTRUCTION MEETING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
013119-1
DAP PRECONSTRUCTION MEETING
Pagel of3
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 eachrepresents.
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 ofthe
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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised August 30, 2013
01 31 19 -2
DAP PRECONSTRUCTION MEETING
Page 2 of
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 WorkNotification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City's representative for operations ofexisting water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
X. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised August 30, 2013
01 31 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised August 30, 2013
013233-1
DAP PRECONSTRUCTION VIDEO
Pagel of2
SECTION 0132 33
PRECONSTRUCTION VIDEO
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort Worth Standard Specification
1. Though not mandatory, it is highly recommended on infill developer projects.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary tothe 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 themaintenance 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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised August 30, 2013
01 32 33 - 2
DAP PRECONSTRUCTION VIDEO
Page 2 of
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised August 30, 2013
SECTION 0133 00
DAP SUBMITTALS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
0133 00 -1
DAP SUBMITTALS
Pagel of 8
1. General methods and requirements of submissions applicable to the following
Work -related submittals:
a. Shop Drawings
b. Product Data (including Standard Product List submittals)
c. Samples
d. Mock Ups
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary tothe 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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised August 30, 2013
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 a9-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 forConcrete
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
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 '/z inches x 11 inches to 8 '/ inches x llinches.
2. Bind shop drawings and product data sheets together.
Order
a. Cover Sheet
1) Description ofPacket
2) Contractor Certification
b. List of items / Table ofContents
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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised August 30, 2013
013300-3
DAP SUBMITTALS
Page 3 of 8
2. The Project title and number
3. Contractor identification
4. The names o£
a. Contractor
b. Supplier
c. Manufacturer
S. 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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised August 30, 2013
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 orremedies
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 todesignated 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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
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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 listedabove.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding thenumber
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, andmaterials
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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
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1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require
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 meetthe
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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised August 30, 2013
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9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L. Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M. Qualifications
1. If specifically required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Sufficient information shall be attached to permit a written response without further
information.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised August 30, 2013
0133 00 - 8
DAP SUBMITTALS
Page 8 of 8
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised August 30, 2013
1
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4 PART1- GENERAL
5 1.1 SUMMARY
0135 13 -1
DAP SPECIAL PROJECT PROCEDURES
Page 1 of 7
SECTION 0135 13
SPECIAL PROJECT PROCEDURES
6 A. Section Includes:
7 1. The procedures for special project circumstances that includes, but is not limited to:
8 a. Coordination with the Texas Department of Transportation
9 b. Work near High Voltage Lines
10 c. Confined Space Entry Program
11 d. Air Pollution Watch Days
12 e. Use of Explosives, Drop Weight, Etc.
13 f. Water Department Notification
14 g. Public Notification Prior to Beginning Construction
15 h. Coordination with United States Army Corps of Engineers
16 i. Coordination within Railroad permits areas
17 j. Dust Control
18 k. Employee Parking
19 1. (Coordination with North Central Texas Council of Governments Clean
20 Construction Specification [remove if not required])
21 B. Deviations from this City of Fort Worth Standard Specification
22 1. None.
23 C. Related Specification Sections include, but are not necessarily limited to:
24 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
25 2. Division 1 — General Requirements
26 3. Section 33 12 25 — Connection to Existing Water Mains
27
28 1.2 REFERENCES
29 A. Reference Standards
30 1. Reference standards cited in this Specification refer to the current reference
31 standard published at the time of the latest revision date logged at the end of this
32 Specification, unless a date is specifically cited.
33 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
34 High Voltage Overhead Lines.
35 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction
36 Specification
37 1.3 ADMINISTRATIVE REQUIREMENTS
38 A. Coordination with the Texas Department of Transportation
39 1. When work in the right-of-way which is under the jurisdiction of the Texas
40 Department of Transportation (TxDOT):
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104198
Revised August, 30, 2013
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a. Notify the Texas Department of Transportation prior to commencing any work
therein in accordance with the provisions of the permit
b. All work performed in the TxDOT right-of-way shall be performed in
compliance with and subject to approval from the Texas Department of
Transportation
B. Work near High Voltage Lines
1. Regulatory Requirements
a. All Work near High Voltage Lines (more than 600 volts measured between
conductors or between a conductor and the ground) shall be in accordance with
Health and Safety Code, Title 9, Subtitle A, Chapter 752.
2. Warning sign
a. Provide sign of sufficient size meeting all OSHA requirements.
3. Equipment operating within 10 feet of high voltage lines will require the following
safety features
a. Insulating cage -type of guard about the boom or arm
b. Insulator links on the lift hook connections for back hoes or dippers
c. Equipment must meet the safety requirements as set forth by OSHA and the
safety requirements of the owner of the high voltage lines
4. Work within 6 feet of high voltage electric lines
a. Notification shall be given to:
1) The power company (example: ONCOR)
a) Maintain an accurate log of all such calls to power company and record
action taken in each case.
b. Coordination with power company
1) After notification coordinate with the power company to:
a) Erect temporary mechanical barriers, de -energize the lines, or raise or
lower the lines
c. No personnel may work within 6 feet of a high voltage line before the above
requirements have been met.
C. Confined Space Entry Program
1. Provide and follow approved Confined Space Entry Program in accordance with
OSHA requirements.
2. Confined Spaces include:
a. Manholes
b. All other confined spaces in accordance with OSHA's Permit Required for
Confined Spaces
D. Use of Explosives, Drop Weight, Etc.
1. When Contract Documents permit on the project the following will apply:
a. Public Notification
1) Submit notice to City and proof of adequate insurance coverage, 24 hours
prior to commencing.
2) Minimum 24 hour public notification in accordance with Section 0131 13
E. Water Department Coordination
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104198
Revised August, 30, 2013
0135 13 -3
DAP SPECIAL PROJECT PROCEDURES
Page 3 of 7
1 1. During the construction of this project, it will be necessary to deactivate, for a
2 period of time, existing lines. The Contractor shall be required to coordinate with
3 the Water Department to determine the best times for deactivating and activating
4 those lines.
5 2. Coordinate any event that will require connecting to or the operation of an existing
6 City water line system with the City's representative.
7 a. Coordination shall be in accordance with Section 33 12 25.
8 b. If needed, obtain a hydrant water meter from the Water Department for use
9 during the life of named project.
10 c. In the event that a water valve on an existing live system be turned off and on
11 to accommodate the construction of the project is required, coordinate this
12 activity through the appropriate City representative.
13 1) Do not operate water line valves of existing water system.
14 a) Failure to comply will render the Contractor in violation of Texas Penal
15 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor
16 will be prosecuted to the full extent of the law.
17 b) In addition, the Contractor will assume all liabilities and
18 responsibilities as a result of these actions.
19 F. Public Notification Prior to Beginning Construction
20 1. Prior to beginning construction on any block in the project, on a block by block
21 basis, prepare and deliver a notice or flyer of the pending construction to the front
22 door of each residence or business that will be impacted by construction. The notice
23 shall be prepared as follows:
24 a. Post notice or flyer 7 days prior to beginning any construction activity on each
25 block in the project area.
26 1) Prepare flyer on the Contractor's letterhead and include the following
27 information:
28 a) Name of Project
29 b) City Project No (CPN)
30 c) Scope of Project (i.e. type of construction activity)
31 d) Actual construction duration within the block
32 e) Name of the contractor's foreman and phone number
33 f) Name of the City's inspector and phone number
34 g) City's after-hours phone number
35 2) A sample of the `pre -construction notification' flyer is attached as Exhibit
36 A.
37 3) Submit schedule showing the construction start and finish time for each
38 block of the project to the inspector.
39 4) Deliver flyer to the City Inspector for review prior to distribution.
40 b. No construction will be allowed to begin on any block until the flyer is
41 delivered to all residents of the block.
42 G. Public Notification of Temporary Water Service Interruption during Construction
43 1. In the event it becomes necessary to temporarily shut down water service to
44 residents or businesses during construction, prepare and deliver a notice or flyer of
45 the pending interruption to the front door of each affected resident.
46 2. Prepared notice as follows:
47 a. The notification or flyer shall be posted 24 hours prior to the temporary
48 interruption.
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104198
Revised August, 30, 2013
0135 13 -4
DAP SPECIAL PROJECT PROCEDURES
Page 4 of 7
1 b. Prepare flyer on the contractor's letterhead and include the following
2 information:
3 1) Name of the project
4 2) City Project Number
5 3) Date of the interruption of service
6 4) Period the interruption will take place
7 5) Name of the contractor's foreman and phone number
8 6) Name of the City's inspector and phone number
9 c. A sample of the temporary water service interruption notification is attached as
10 Exhibit B.
11 d. Deliver a copy of the temporary interruption notification to the City inspector
12 for review prior to being distributed.
13 e. No interruption of water service can occur until the flyer has been delivered to
14 all affected residents and businesses.
15 f. Electronic versions of the sample flyers can be obtained from the Project
16 Construction Inspector.
17 H. Coordination with United States Army Corps of Engineers (USAGE)
18 1. At locations in the Project where construction activities occur in areas where
19 USAGE permits are required, meet all requirements set forth in each designated
20 permit.
21 I. Coordination within Railroad Permit Areas
22 1. At locations in the project where construction activities occur in areas where
23 railroad permits are required, meet all requirements set forth in each designated
24 railroad permit. This includes, but is not limited to, provisions for:
25 a. Flagmen
26 b. Inspectors
27 c. Safety training
28 d. Additional insurance
29 e. Insurance certificates
30 f. Other employees required to protect the right-of-way and property of the
31 Railroad Company from damage arising out of and/or from the construction of
32 the project. Proper utility clearance procedures shall be used in accordance
33 with the permit guidelines.
34 2. Obtain any supplemental information needed to comply with the railroad's
35 requirements.
36 J. Dust Control
37 1. Use acceptable measures to control dust at the Site.
38 a. If water is used to control dust, capture and properly dispose of waste water.
39 b. If wet saw cutting is performed, capture and properly dispose of slurry.
40 K. Employee Parking
41 1. Provide parking for employees at locations approved by the City.
42 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean
43 Construction Specification [if required for the project]
44 1. Comply with equipment, operational, reporting and enforcement requirements set
45 forth in NCTCOG's Clean Construction Specification. }
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104198
Revised August, 30, 2013
0135 13 -5
DAP SPECIAL PROJECT PROCEDURES
Page 5 of 7
1 1.4
SUBMITTALS [NOT USED]
2 1.5
ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
3 1.6
CLOSEOUT SUBMITTALS [NOT USED]
4 1.7
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.8
QUALITY ASSURANCE [NOT USED]
6 1.9
DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.10
FIELD [SITE] CONDITIONS [NOT USED]
8 1.11
WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
i 11QI ZI] Icy I[ON I IQ I
12
13
Revision Log
DATE NAME SUMMARY OF CHANGE
1.3.13 — Added requirement of compliance with Health and Safety Code, Title 9.
8/31 /2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104198
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EXHIBIT A
(To be printed on Contractor's Letterhead)
Date:
CPN No.:
Project Name:
Mapsco Location:
Limits of Construction:
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
PROPERTY.
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
OF THIS NOTICE.
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
ISSUE, PLEASE CALL:
Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.>
OR
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104198
Revised August, 30, 2013
1 EXHIBIT B
2
4
FORTWORTH
Date:
0135 13 -7
DAP SPECIAL PROJECT PROCEDURES
Page 7 of 7
DOE NO. xxxx
Project mane:
NOTICE OF TEMPORARY WATER SERVICE
INTERRUPTION
DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR
WATER SERVICE WILL BE INTERRUPTED ON
BETWEEN THE HOURS OF ANn
IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL:
MR. AT
(CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER)
OR
MR. AT
(CITY INSPECTOR) (TELEPHONE NUMBER)
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU,
,CONTRACTOR
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BRANDING IRON
Revised August, 30, 2013 104198
017839-1
DAP PROJECT RECORD DOCUMENTS
Pagel of4
SECTION 0178 39
PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Work associated with the documenting the project and recording changes toproject
documents, including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City's Project Representative.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Accuracy of Records
1. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other Documents where such entry is required to show the change properly.
2. Accuracy of records shall be such that future search for items shown in the Contract
Documents may rely reasonably on information obtained from the approved Project
Record Documents.
CITY OF FORT WORTH BRANDING IRON
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3. To facilitate accuracy of records, make entries within 24 hours after receipt of
information that the change has occurred.
4. Provide factual information regarding all aspects of the Work, both concealed and
visible, to enable future modification of the Work to proceed without lengthy and
expensive site measurement, investigation and examination.
1.10 STORAGE AND HANDLING
A. Storage and Handling Requirements
1. Maintain the job set of Record Documents completely protected from deterioration
and from loss and damage until completion of the Work and transfer of all recorded
data to the final Project Record Documents.
2. In the event of loss of recorded data, use means necessary to again secure the data
to the City's approval.
a. In such case, provide replacements to the standards originally required by the
Contract Documents.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED]
2.2 RECORD DOCUMENTS
A. Job set
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
charge to the Contractor, 1 complete set of all Documents comprising the Contract.
B. Final Record Documents
1. At a time nearing the completion of the Work and prior to Final Inspection, provide
the City 1 complete set of all Final Record Drawings in the Contract.
2.3 ACCESSORIES [NOT USED]
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 withthe
title, "RECORD DOCUMENTS - JOB SET".
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised April 7, 2014
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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 forreview
by the City, until start of transfer ofdata 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), clearlydescribe the
change by graphic line and note as required.
c. Date all entries.
d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
5. Conversion of schematic layouts
a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physical layout.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) However, design of future modifications of the facility may require
accurate information as to the final physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the like).
3) Make all identification sufficiently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
B. Final Project Record Documents
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 BRANDING IRON
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d. Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2. Transfer of data to other Documents
a. If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the approval of the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of the City.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OFCHANGE
4/7/2014 M.Domenech Revised for DAPApplication
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised April 7, 2014
014523
DAP TESTING AND INSPECTION SERVICES
Pagel of2
SECTION 0145 23
TESTING AND INSPECTION SERVICES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
i � � ��/�►177�•��1�1�111�]Z�Z�1�11�1��.y
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set ofQuality
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 TestingReports
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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised March 20, 2020
014523
DAP TESTING AND INSPECTION SERVICES
Page 2 of
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 triptickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City's document management system.
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised March 20, 2020
015000-1
DAP TEMPORARY FACILITIES AND CONTROLS
Pagel of4
SECTION 0150 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provide temporary facilities and controls needed for the Work including, butnot
necessarily limitedto:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Temporary Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved forFinal
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 ProjectRepresentatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised JULY 1, 2011
01 50 00 - 2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed byCity'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 generatorto
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 orhealth
problem.
d. Haul sewage and waste off -site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D. Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
E. Dust Control
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised DULY 1, 2011
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of4
1. Contractor is responsible for maintaining dust control through the duration ofthe
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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised DULY 1, 2011
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOTUSED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised DULY 1, 2011
015526-1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Pagel of 3
SECTION 01 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative procedures for:
a. Street Use Permit
b. Modification of approved traffic control
c. Removal of Street Signs
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
3. Section 34 71 13 — Traffic Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES
A. Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A. Traffic Control
1. General
a. When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included inthe 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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised July 1, 2011
01 55 26 - 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
1. Prior to installationtraffic control:
a. Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor's responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
D. Removal of Street Sign
1. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E. Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MUTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F. Traffic Control Standards
1. Traffic Control Standards can be found on the City's Buzzsaw website.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised July 1, 2011
01 55 26 - 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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised July 1, 2011
01 57 13 -1
DAP STORM WATER POLLUTION PREVENTION
Pagel of 3
SECTION 01 57 13
STORM WATER POLLUTION PREVENTION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Procedures for Storm Water Pollution Prevention Plans
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1 —General Requirements
3. Section 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 31 25 00.
1.3 REFERENCES
A. Abbreviations andAcronyms
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 ofthis
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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised July 1, 2011
0157 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of
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 generalpermit
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) TYR150000 General Permit
d) SWPPP
e) TCEQ requirements
3. 5 acres or more of Disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a) Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a) Section 3125 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
4) Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
1.5 SUBMITTALS
L=1101..
Submit in accordance with Section 01 33 00, except as stated herein.
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a) City Project Manager will forward to the City Department of
Transportation and Public Works, Environmental Division forreview
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised July 1, 2011
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 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]
I:IeI _x6lW,y:140116121
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised July 1, 2011
SECTION 0160 00
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
01 60 00
DAP PRODUCT REQUIREMENTS
Pagel of2
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://anns.fortworthtexas.izov/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 Branding Iron
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised March 20, 2020
01 60 00
DAP PRODUCT REQUIREMENTS
Page 2 of2
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
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 Branding Iron
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised March 20, 2020
016600-1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Pagel of4
SECTION 01 66 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Scheduling of product delivery
2. Packaging of products for delivery
3. Protection of products against damage from:
a. Handling
b. Exposure to elements or harsh environments
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY AND HANDLING
A. Delivery Requirements
1. Schedule delivery of products or equipment as required to allow timely installation
and to avoid prolonged storage.
2. Provide appropriate personnel and equipment to receive deliveries.
3. Delivery trucks will not be permitted to wait extended periods of time on the Site
for personnel or equipment to receive the delivery.
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised April 7, 2014
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of
4. Deliver products or equipment in manufacturer's original unbroken cartons orother
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.
S. Provide off -site storage and protection when on -site storage is not adequate.
a. Provide addresses ofand 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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised April 7, 2014
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of
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 otherway
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 [NOTUSED]
END OF SECTION
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised April 7, 2014
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised April 7, 2014
017000-1
DAP MOBILIZATION AND REMOBILIZATION
Pagel of4
SECTION 0170 00
MOBILIZATION AND REMOBILIZATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
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.
Remobilization
a. Remobilizationfor 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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised April 7, 2014
01 70 00 - 2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of
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 associatedthis
Item.
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised April 7, 2014
01 70 00 - 3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of
Remobilization for suspension of Work as required by City
a. Measurement andPayment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of Section 00 72 00.
2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
4. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Work Order Mobilization" in accordance with Contract
Documents. Demobilization shall be considered subsidiary to mobilization
and shall not be paid for separately.
c. The price shall include:
1) Mobilization as described in Section 1.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Work Order Emergency Mobilization" in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associatedthis
Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 INFORMATIONAL SUBMITTALS [NOTUSED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERV, STORAGE, AND HANDLING [NOT USED]
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised April 7, 2014
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of
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
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised April 7, 2014
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017123-1
CONSTRUCTION STAKING AND SURVEY
Page 1 of 8
SECTION 01 71 23
CONSTRUCTION STAKING AND SURVEY
A. Section Includes:
1. Requirements for construction staking and construction survey
B. Deviations from this City of Fort Worth Standard Specification
1. See Changes (Highlighted in Yellow).
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
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Staking
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will
be allowed.
2. Construction Survey
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will be
allowed.
3. As -Built Survey
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will be
allowed.
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104198
Revised February 14, 2018
01 71 23 - 2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 8
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2 A. Definitions
3 1. Construction Survev - The survey measurements made prior to or while
4 construction is in progress to control elevation, horizontal position, dimensions and
5 configuration of structures/improvements included in the Project Drawings.
6 2. As -built Survev —The measurements made after the construction of the
7 improvement features are complete to provide position coordinates for the features
8 of a project.
9 3. Construction Staking — The placement of stakes and markings to provide offsets
10 and elevations to cut and fill in order to locate on the ground the designed
11 structures/improvements included in the Project Drawings. Construction staking
12 shall include staking easements and/or right of way if indicated on the plans.
13 4. Survev "Field Checks" — Measurements made after construction staking is
14 completed and before construction work begins to ensure that structures marked on
15 the ground are accurately located per Project Drawings.
16 B. Technical References
17 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw
18 website) — 01 71 23.16.01— Attachment A Survey Staking Standards
19 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available
20 on City's Buzzsaw website).
21 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision
22 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land
23 Surveying in the State of Texas, Category 5
24
25 1.4 ADMINISTRATIVE REQUIREMENTS
26 A. The Contractor's selection of a surveyor must comply with Texas Government
27 Code 2254 (qualifications based selection) for this project.
28 1.5 SUBMITTALS
29 A. Submittals, if required, shall be in accordance with Section 0133 00.
30 B. All submittals shall be received and reviewed by the City prior to delivery of work.
31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
32 A. Field Quality Control Submittals
33 1. Documentation verifying accuracy of field engineering work, including coordinate
34 conversions if plans do not indicate grid or ground coordinates.
35 2. Submit "Cut -Sheets" conforming to the standard template provided by the City
36 (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards).
37
38 1.7 CLOSEOUT SUBMITTALS
39 B. As -built Redline Drawing Submittal
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104198
Revised February 14, 2018
017123-3
CONSTRUCTION STAKING AND SURVEY
Page 3 of 8
1 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of
2 constructed improvements signed and sealed by Registered Professional Land
3 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A
4 — Survey Staking Standards) .
5 2. Contractor shall submit the proposed as -built and completed redline drawing
6 submittal one (1) week prior to scheduling the project final inspection for City
7 review and comment. Revisions, if necessary, shall be made to the as -built redline
8 drawings and resubmitted to the City prior to scheduling the construction final
9 inspection.
10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
11 1.9 QUALITY ASSURANCE
12 A. Construction Staking
13 1. Construction staking will be performed by the Contractor.
14 2. Coordination
15 a. Contact City and Developer's Project Representative at least one week in
16 advance notifying the City of when Construction Staking is scheduled.
17 b. It is the Contractor's responsibility to coordinate staking such that
18 construction activities are not delayed or negatively impacted.
19 3. General
20 a. Contractor is responsible for preserving and maintaining stakes. If City
21 surveyors or Developer's Project Representative are required to re -stake for
22 any reason, the Contractor will be responsible for costs to perform staking. If
23 in the opinion of the City, a sufficient number of stakes or markings have been
24 lost, destroyed disturbed or omitted that the contracted Work cannot take place
25 then the Contractor will be required to stake or re -stake the deficient areas.
26 B. Construction Survey
27 1. Construction Survey will be performed by the Contractor.
28 2. Coordination
29 a. Contractor to verify that horizontal and vertical control data established in the
30 design survey and required for construction survey is available and in place.
31 3. General
32 a. Construction survey will be performed in order to construct the work shown
33 on the Construction Drawings and specified in the Contract Documents.
34 b. For construction methods other than open cut, the Contractor shall perform
35 construction survey and verify control data including, but not limited to, the
36 following:
37 1) Verification that established benchmarks and control are accurate.
38 2) Use of Benchmarks to furnish and maintain all reference lines and grades
39 for tunneling.
40 3) Use of line and grades to establish the location of the pipe.
41 4) Submit to the City copies of field notes used to establish all lines and
42 grades, if requested, and allow the City to check guidance system setup prior
43 to beginning each tunneling drive.
44 5) Provide access for the City, if requested, to verify the guidance system and
45 the line and grade of the carrier pipe.
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104198
Revised February 14, 2018
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01 71 23 - 4
CONSTRUCTION STAKING AND SURVEY
Page 4 of 8
6) The Contractor remains fully responsible for the accuracy of the work and
correction of it, as required.
7) Monitor line and grade continuously during construction.
8) Record deviation with respect to design line and grade once at each pipe
joint and submit daily records to the City.
9) If the installation does not meet the specified tolerances (as outlined in
Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct
the installation in accordance with the Contract Documents.
C. As -Built Survey
1. Required As -Built Survey will be performed by the Contractor.
2. Coordination
a. Contractor is to coordinate with City to confirm which features require as -
built surveying.
b. It is the Contractor's responsibility to coordinate the as -built survey and
required measurements for items that are to be buried such that construction
activities are not delayed or negatively impacted.
c. For sewer mains and water mains 12" and under in diameter, it is acceptable
to physically measure depth and mark the location during the progress of
construction and take as -built survey after the facility has been buried. The
Contractor is responsible for the quality control needed to ensure accuracy.
3. General
a. The Contractor shall provide as -built survey including the elevation and
location (and provide written documentation to the City) of construction
features during the progress of the construction including the following:
1) Water Lines
a) Top of pipe elevations and coordinates for waterlines at the following
locations:
(1) Minimum every 250 linear feet, including
(2) Horizontal and vertical points of inflection, curvature,
etc.
(3) Fire line tee
(4) Plugs, stub -outs, dead-end lines
(5) Casing pipe (each end) and all buried fittings
2) Sanitary Sewer
a) Top of pipe elevations and coordinates for force mains and siphon
sanitary sewer lines (non -gravity facilities) at the following locations:
(1) Minimum every 250 linear feet and any buried fittings
(2) Horizontal and vertical points of inflection, curvature,
etc.
3) Stormwater — Not Applicable
b. The Contractor shall provide as -built survey including the elevation and
location (and provide written documentation to the City) of construction
features after the construction is completed including the following:
1) Manholes
a) Rim and flowline elevations and coordinates for each manhole
2) Water Lines
a) Cathodic protection test stations
b) Sampling stations
c) Meter boxes/vaults (All sizes)
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104198
Revised February 14, 2018
017123-5
CONSTRUCTION STAKING AND SURVEY
Page 5 of 8
1 d)
Fire hydrants
2 e)
Valves (gate, butterfly, etc.)
3 f)
Air Release valves (Manhole rim and vent pipe)
4 g)
Blow off valves (Manhole rim and valve lid)
5 h)
Pressure plane valves
6 i)
Underground Vaults
7
(1) Rim and flowline elevations and coordinates for each
8
Underground Vault.
9 3) Sanitary
Sewer
10 a)
Cleanouts
11
(1) Rim and flowline elevations and coordinates for each
12 b)
Manholes and Junction Structures
13
(1) Rim and flowline elevations and coordinates for each
14
manhole and junction structure.
15 4) Stormwater — Not Applicable
16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
17 1.11 FIELD [SITE] CONDITIONS [NOT USED]
18 1.12 WARRANTY
iT4 71 71 lw► 9 ZI] basis] V
20
A. A construction survey will produce, but will not be limited to:
21
1.
Recovery of relevant control points, points of curvature and points of intersection.
22
2.
Establish temporary horizontal and vertical control elevations (benchmarks)
23
sufficiently permanent and located in a manner to be used throughout construction.
24
3.
The location of planned facilities, easements and improvements.
25
a. Establishing final line and grade stakes for piers, floors, grade beams, parking
26
areas, utilities, streets, highways, tunnels, and other construction.
27
b. A record of revisions or corrections noted in an orderly manner for reference.
28
c. A drawing, when required by the client, indicating the horizontal and vertical
29
location of facilities, easements and improvements, as built.
30
4.
Cut sheets shall be provided to the City inspector and Survey Superintendent for all
31
construction staking projects. These cut sheets shall be on the standard city template
32
which can be obtained from the Survey Superintendent (817-392-7925).
33
5.
Digital survey files in the following formats shall be acceptable:
34
a. AutoCAD (.dwg)
35
b. ESRI Shapefile (.shp)
36
c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use
37
standard templates, if available)
38
6.
Survey files shall include vertical and horizontal data tied to original project
39
control and benchmarks, and shall include feature descriptions
40 PART 3 - EXECUTION
41 3.1 INSTALLERS
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104198
Revised February 14, 2018
017123-6
CONSTRUCTION STAKING AND SURVEY
Page 6 of 8
1 A. Tolerances:
2
1. The staked location of any improvement or facility should be as accurate as
3
practical and necessary. The degree of precision required is dependent on many
4
factors all of which must remain judgmental. The tolerances listed hereafter are
5
based on generalities and, under certain circumstances, shall yield to specific
6
requirements. The surveyor shall assess any situation by review of the overall plans
7
and through consultation with responsible parties as to the need for specific
8
tolerances.
9
a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical
10
tolerance. Horizontal alignment for earthwork and rough cut should not exceed
11
1.0 ft. tolerance.
12
b. Horizontal alignment on a structure shall be within .0.1 ft tolerance.
13
c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and
14
walkways shall be located within the confines of the site boundaries and,
15
occasionally, along a boundary or any other restrictive line. Away from any
16
restrictive line, these facilities should be staked with an accuracy producing no
17
more than 0.05ft. tolerance from their specified locations.
18
d. Underground and overhead utilities, such as sewers, gas, water, telephone and
19
electric lines, shall be located horizontally within their prescribed areas or
20
easements. Within assigned areas, these utilities should be staked with an
21
accuracy producing no more than 0.1 ft tolerance from a specified location.
22
e. The accuracy required for the vertical location of utilities varies widely. Many
23
underground utilities require only a minimum cover and a tolerance of 0.1 ft.
24
should be maintained. Underground and overhead utilities on planned profile,
25
but not depending on gravity flow for performance, should not exceed 0.1 ft.
26
tolerance.
27 B. Surveying instruments shall be kept in close adjustment according to manufacturer's
28 specifications or in compliance to standards. The City reserves the right to request a
29 calibration report at any time and recommends regular maintenance schedule be
30 performed by a certified technician every 6 months.
31 1. Field measurements of angles and distances shall be done in such fashion as to
32 satisfy the closures and tolerances expressed in Part 3.1.A.
33 2. Vertical locations shall be established from a pre -established benchmark and
34 checked by closing to a different bench mark on the same datum.
35 3. Construction survey field work shall correspond to the client's plans. Irregularities
36 or conflicts found shall be reported promptly to the City.
37 4. Revisions, corrections and other pertinent data shall be logged for future reference.
38
39 3.2 EXAMINATION [NOT USED]
40 3.3 PREPARATION [NOT USED]
41 3.4 APPLICATION
42 3.5 REPAIR / RESTORATION
43 A. If the Contractor's work damages or destroys one or more of the control
44 monuments/points set by the City or Developer's Project Representative, the monuments
45 shall be adequately referenced for expedient restoration.
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104198
Revised February 14, 2018
017123-7
CONSTRUCTION STAKING AND SURVEY
Page 7 of 8
1 1. Notify City or Developer's Project Representative if any control data needs to be
2 restored or replaced due to damage caused during construction operations.
3 a. Contractor shall perform replacements and/or restorations.
4 b. The City or Developer's Project Representative may require at anytime a
5 survey "Field Check" of any monument or benchmarks that are set be verified
6 by the City surveyors or Developer's Project Representative before further
7 associated work can move forward.
8 3.6 RE -INSTALLATION [NOT USED]
9 3.7 FIELD [oR] SITE QUALITY CONTROL
10 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the
11 City or Developer's Project Representative in accordance with this Specification. This
12 includes easements and right of way, if noted on the plans.
13 B. Do not change or relocate stakes or control data without approval from the City.
14 3.8 SYSTEM STARTUP
15 A. Survey Checks
16 1. The City reserves the right to perform a Survey Check at any time deemed
17 necessary.
18 2. Checks by City personnel or 3' party contracted surveyor are not intended to
19 relieve the contractor of his/her responsibility for accuracy.
20
21 3.9 ADJUSTING [NOT USED]
22 3.10 CLEANING [NOT USED]
23 3.11 CLOSEOUT ACTIVITIES [NOT USED]
24 3.12 PROTECTION [NOT USED]
25 3.13 MAINTENANCE [NOT USED]
26 3.14 ATTACHMENTS [NOT USED]
27 END OF SECTION
28
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
Added instruction and modified measurement & payment under 1.2; added
8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal
requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ;
Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup.
Removed "blue text"; revised measurement and payment sections for Construction
2/14/2018 M Owen Staking and As -Built Survey; added reference to selection compliance with TGC
2254; revised action and Closeout submittal requirements; added acceptable depth
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104198
Revised February 14, 2018
017123-8
CONSTRUCTION STAKING AND SURVEY
Page 8 of 8
measurement criteria; revised list of items requiring as -built survey "during" and
"after" construction; and revised acceptable digital survey file format
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104198
Revised February 14, 2018
SECTION 01 74 23
CLEANING
PART 1 - GENERAL
1.1 SUMMARY
01 74 23 -1
DAP CLEANING
Pagel of4
A. Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning ofclosed
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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised April 7, 2014
01 74 23 - 2
DAP CLEANING
Page 2 of
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A. Cleaning Agents
1. Compatible with surface being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a. Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
17_,1:14amW:4: [Klyrem I
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 paintthinner 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 inan
alternate manner approved by City and regulatory agencies.
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised April 7, 2014
01 74 23 - 3
DAP CLEANING
Page 3 of
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 otherobject
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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised April 7, 2014
01 74 23 - 4
DAP CLEANING
Page 4 of
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised April 7, 2014
017719-1
DAP CLOSEOUT REQUIREMENTS
Pagel of 3
SECTION 0177 19
CLOSEOUT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. The procedure for closing out a contract
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract
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 Itemsbid.
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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised April 7, 2014
0177 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
1.6 INFORMATIONAL SUBMITTALS [NOTUSED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 CLOSEOUT PROCEDURE
A. Prior to requesting Final Inspection, submit:
1. Project Record Documents in accordance with Section 01 78 39
2. Operation and Maintenance Data, if required, in accordance with Section 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 ofthe
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. Uponreceipt
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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised April 7, 2014
01 77 19 - 3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
f Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised April 7, 2014
01 78 23 -1
DAP OPERATION AND MAINTENANCE DATA
Pagel of 5
SECTION 0178 23
OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Product data and related information appropriate for City's maintenance and
operation of products furnished under Contract
2. Such products may include, but are not limited to:
a. Traffic Controllers
b. Irrigation Controllers (to be operated by the City)
c. Butterfly Valves
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Schedule
1. Submit manuals in final form to the City within 30calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be
approved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A. Submittal Form
1. Prepare data in form of an instructional manual for use by Citypersonnel.
2. Format
a. Size: 8 '/z 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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised April 7, 2014
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 ofoperating
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 "OPERATINGAND
MAINTENANCE INSTRUCTIONS".
2) List:
a) Title of Project
b) Identity of separate structure as applicable
c) Identity of general subject matter covered inthe 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 ofthe
volume
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Identify each product byproduct name and other identifying symbols asset
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 toinapplicable 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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised April 7, 2014
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.
Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full information on products
1) Catalog number, size, composition
2) Color and texture designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for types of cleaning agents and methods
2) Cautions against cleaning agents and methods which are detrimental to
product
3) Recommended schedule for cleaning and maintenance
Content, for moisture protection and weather exposure products:
a. Manufacturer's data, giving full information onproducts
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.
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 andlubrication schedule
1) List of lubricants required
e. Manufacturer's printed operating and maintenance instructions
f Description of sequence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recommended to be stocked as spare parts
g. As installed control diagrams by controls manufacturer
h. Each contractor's coordination drawings
1) As installed color coded piping diagrams
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised April 7, 2014
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 BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised April 7, 2014
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 OFCHANGE
1.5.A.4— title of section removed
Revised for DAP Application
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS 104198
Revised April 7, 2014
GC-4.02 Subsurface and Physical Conditions
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 104198
Revised July 1, 2011
GEOTECHNICAL EXPLORATION
WESTSIDE HEIGHTS
Off Azle Avenue
Fort Worth, Texas
ALPHA Report No. W240872
April 5, 2024
Prepared for:
D.R. HORTON — TEXAS, LTD. (DFW WEST DIVISION)
6751 North Freeway, Building A
Fort Worth, Texas 76131
Attention: Mr. David Dorantes, PE
Prepared By:
ALPHA#'%TESTING
A Universal Engineering Sciences Company
ALPHA /'kT E S T I N G Geotechnical 5058 Brush Creek Road Tel: 817-496-5600
Construction Materials Fort Worth, Texas 76119 Fax: 817-496-5608
Environmental www.alphatesting.com
A Universal Engineering Sciences Company TBPE Firm No. 813
April 5, 2024
D.R. Horton — Texas, Ltd. (DFW West Division)
6751 North Freeway, Building A
Fort Worth, Texas 76131
Attention: Mr. David Dorantes, PE
Re: Geotechnical Exploration
Westside Heights — Final
Off Azle Avenue
Fort Worth, Texas
ALPHA Report No. W240872
Attached is the report of the geotechnical exploration performed for the project referenced above.
This study was authorized by Mr. Justin Bosworth on March 18, 2024 and performed in accordance
with ALPHA Proposal No. 103796 dated March 18, 2024.
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
r � �
Karina Cohuo
Geotechnical Project Manager
KC/GSF-BJH/nl
Copies: (1-PDF) Client
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April 5, 2024
Brian J. oyt, P.E.
Area Managing Director
TABLE OF CONTENTS
ALPHA REPORT NO. W240872
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 Possible Fill Material.................................................................3
6.2 Slab -on -Grade Foundations..................................................................................3
6.2.1 Post -Tensioned Slabs -on -Grade Design Criteria.......................................4
6.3 Drainage and Other Considerations......................................................................4
7.0
GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES ............................5
7.1 Site Preparation and Grading................................................................................6
7.2 Foundation Excavations.......................................................................................7
7.3 Fill Compaction................................................................................................... 8
7.4 Utilities................................................................................................................ 8
7.5 Groundwater........................................................................................................ 9
8.0
LIMITATIONS...............................................................................................................9
APPENDIX
A-1 Methods of Field Exploration
Boring Location Plan — Figure 1
B-1 Methods of Laboratory Testing
Logs of Borings
Key to Soil Symbols and Classifications
ALPHA Report No. W240872
1.0 PURPOSE AND SCOPE
The purpose of this geotechnical exploration is for ALPHA TESTING, LLC (ALPHA) to evaluate
for D.R. Horton — Texas, LTD. (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. ALPHA performed a preliminary
geotechnical exploration at the subject site issued under ALPHA Report No. W240818 dated
March 22, 2024, which was reviewed in preparation of this report.
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 contemplated to develop a residential subdivision on a tract of land generally located north of
Azle Avenue, about 1600 ft east of Santos Drive in Fort Worth, Texas. A site plan illustrating the
general outline of the property is provided as Figure 1, the Boring Location Plan, in the Appendix.
At the time the field exploration was performed, the site consisted of a tract of land with scattered
trees. Review of historical aerial images available from Google Earth® indicate grading/clearing
occurred on the site. In addition, an excavation (circa 2020) was backfilled in the northwest corner
of the site, west of Boring 1. The depth of the previous excavation is unknown by ALPHA at the
time of this study. Review of topographical maps available at www.dfwmaps.com indicates the
site generally slopes down to the southwest about 40 ft (Approximate Elevations: 740 ft to 700 ft).
No information regarding previous development of the site was provided to us. Grading plans
were not available at the time of this study. We have assumed cuts and fills of up to 2 ft will be
required to achieve final grade within the building pad areas.
Present plans provide for the construction of new residential buildings. The new structures are
expected to create light loads to be carried by the foundations. It is also anticipated the new
structures will be supported using post -tensioned slab -on -grade foundations designed for potential
seasonal movements of 4%2 inches or less. No below grade slabs are planned.
1
ALPHA Report No. W240872
3.0 FIELD EXPLORATION
Subsurface conditions on the site were explored by drilling eight (8) test borings 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, Figure 1, enclosed in the Appendix. Details of drilling and sampling
operations are briefly summarized in Methods of Field Exploration, Section A-1 of the Appendix.
Subsurface types encountered during the field exploration are presented on the Log of Boring
sheets 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, these
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 maps available from the Bureau of Economic Geology, published by The
University of Texas at Austin, the project site lies within the undivided Fort Worth Limestone and
Duck Creek formation. This undivided formations generally consists of alternating layers of
limestone and marl (limey shale). Residual overburden soils associated with these undivided
formations generally consist of clay soils characterized by moderate to high shrink -swell potential.
Subsurface conditions encountered in most of the borings generally consisted of clay, shaly clay
and/or sandy clay to depths of about 1 ft to 12 ft below the ground surface underlain by limestone
extending to the 20 ft termination depth of the borings. A 1 ft thick layer of clay was encountered
between limestone layers at a depth of about 8 ft below the ground surface in Boring 7. Subsurface
conditions encountered in Boring 5 generally consisted of clay, shaly clay and clayey sand to a
depth of about 10 ft below the ground surface underlain by limestone extending to the 20 ft
termination depth. The upper 1 ft to 8 ft of clay and clayey sand encountered in Borings 1, 2, 3
and 5 were visually classified as fill and/or possible fill material. More detailed stratigraphic
information is presented on the attached Log of Boring sheets.
The granular materials (clayey sand) encountered in Boring 5 are considered relatively permeable
and are anticipated to have a relatively rapid response to water movement. However, the clay,
sandy clay, shaly clay and limestone encountered in the borings are considered relatively
impermeable and are anticipated to have a relatively slow response to water movement. Therefore,
several days of observation would be required to evaluate actual groundwater levels within the
depths explored. Also, the groundwater level at the subject site is anticipated to fluctuate
seasonally depending on the amount of rainfall, prevailing weather conditions, and subsurface
drainage characteristics.
PJ
ALPHA Report No. W240872
Free groundwater was not encountered in the borings. However, it is common to encounter
seasonal groundwater in granular soils and fill materials, from natural fractures within the clayey
matrix, at the soil/rock (limestone) interface or from fractures in the rock (limestone), 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 Log of Boring sheets 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 assuming grading will consist of
maximum cuts and fills of 2 ft. Cutting and filling on the site more than 2 ft can alter the
recommended foundation design parameters. Therefore, it is recommended our office be provided
with final grading plans prior to construction to verify appropriate design parameters are utilized
for final foundation design.
6.1 Existing Fill and Possible Fill Material
As discussed in Section 2.0, it a previous excavation was backfilled in the northwest corner of the
site. Fill and/or possible fill was encountered to depths of about 1 ft to 12 ft below the ground
surface in the Borings 1, 2, 3 and 5. It is not known if this fill was placed under engineering
supervision with compaction records. If compaction records for this fill cannot be obtained, the
existing fill should be considered as uncontrolled fill. Uncontrolled fill is generally not considered
suitable for support of slab foundations due to the risk of under -compacted zones resulting in
failures of weak soil and/or indeterminate levels of settlement. Any existing uncontrolled fill
should be removed from building pad areas and replaced with engineered fill as recommended in
Section 7.3. The excavated materials may be suitable for reuse as engineered fill provided they
are free of organics, boulders, rubble, and other debris.
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.
6.2 Slab -on -Grade Foundations
The slab 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 2.0 kips
per sq ft may be used for design of grade beams bearing on undisturbed cuts in onsite soils or on
fill material placed as recommended in Section 7.3. Grade beams should bear a minimum depth
of 18 inches below final grade and should have a minimum width of 10 inches for bearing capacity
considerations.
3
ALPHA Report No. W240872
To reduce cracking as normal movements, occur in foundation soils, all grade beams and the floor
slab should be adequately reinforced with steel (conventional reinforcing steel and/or post -tension
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 slab and subgrade soils to retard
moisture migration throughout the slab.
Our findings indicate the slab foundation constructed at or within 2 ft of the existing ground surface
could experience post construction seasonal movements of up to about 41/2 inches. This estimate
of potential movement is based on the assumption that any fill used in the building pads consist of
onsite or similar soil with a plasticity index of 30 or less. Use of fill material with a plasticity
index higher than 30 could result in potential movements exceeding our estimates. Potential
movements could be less than 41/2 inches in some areas of the site. However due to the variability
of conditions encountered in the borings, we recommend using 41/2 inches for design purposes.
Slab foundations supported on uncontrolled fill are also subject to indeterminate levels of
settlement.
Potential seasonal movements were estimated in general accordance with methods outlined by
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.
6.2.1 Post -Tensioned Slabs -on -Grade Design Criteria
Table A contains information for design of the post -tensioned, slab -on -grade foundations.
Design parameters provided below were evaluated based on the conditions encountered in
the boring and using information and correlations published by PTI Third Edition and
VOLFLO 1.5 computer program provided by Geostructural Tool Kit, Inc. (GTI).
Table A
Post -Tensioned Slab -on -Ground Design Criteria
Potential Seasonal Movement = 4Y2 inches
EDGE LIFT CENTER LIFT
Edge Moisture Distance, ft (em) 4.3 8.0
Differential Soil Movement, inches (ym) 2.2 (swell) 1.6 (shrink)
6.3 Drainage and Other Considerations
Adequate drainage should be provided to reduce seasonal variations in the moisture content of
foundation soils. All pavement and sidewalks within 5 ft of the residences should be sloped away
from the structures to prevent ponding of water around the foundations. Final grades within 5 ft
of the structures should be adjusted to slope away from the structures at a minimum slope of 2
percent. Maintaining positive surface drainage throughout the life of the structures is
4
ALPHA Report No. W240872
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:
• 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.
ALPHA Report No. W240872
Some construction problems, particularly degree or magnitude, cannot be reasonably anticipated
until the course of construction. The recommendations offered in the following paragraphs are
intended not to limit or preclude other conceivable solutions, but rather to provide our observations
based on our experience and understanding of the project characteristics and subsurface conditions
encountered in the borings.
7.1 Site Preparation and Grading
Existing fill and possible fill were encountered to depths of about 1 ft to 8 ft of clay and/or clayey
sand encountered below the existing ground surface in Borings 1, 2, 3 and 5. Although not
encountered in the borings, existing fill materials could 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, lateral extent and composition of uncontrolled fill at this site. ALPHA would be pleased
to provide this service if desired.
Limestone was encountered within 4 ft of the ground surface in Borings 2, 3 and 7 and could 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.
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.
6
ALPHA Report No. W240872
If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one
vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to
provide a minimum bench width of five (5) ft. This should provide a good contact between the
existing soils and new fill materials, reduce potential sliding planes, and allow relatively horizontal
lift placements.
Even if fill is properly compacted as recommended in Section 7.3, fills in excess of about 10 ft are
still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This
should be considered when planning or placing deep fills.
Slope stability analysis of embankments (natural or constructed) and global stability analysis for
retaining walls was not within the scope of this study.
The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring.
Design of these structures should include any imposed surface surcharges. Construction site safety
is the sole responsibility of the contractor, who shall also be solely responsible for the means,
methods and sequencing of construction operations. The contractor should also be aware that
slope height, slope inclination or excavation depths (including utility trench excavations) should
in no case exceed those specified in local, state and/or federal safety regulations, such as OSHA
Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations.
Stockpiles should be place well away from the edge of the excavation and their heights should be
controlled so they do not surcharge the sides of the excavation. Surface drainage should be
carefully controlled to prevent flow of water over the slopes and/or into the excavations.
Construction slopes should be closely observed for signs of mass movement, including tension
cracks near the crest or bulging at the toe. If potential stability problems are observed, a
geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning
required for the project (if any) should be designed by a professional engineer registered in the
State of Texas.
Due to the nature of the clayey soils found near the surface at the borings, traffic of heavy
equipment (including heavy compaction equipment) may create pumping and general deterioration
of shallow soils. Therefore, some construction difficulties should be anticipated during periods
when these soils are saturated.
7.2 Foundation Excavations
All foundation excavations should be monitored to verify foundations bear on suitable material.
The bearing stratum exposed in the base of all foundation excavations should be protected against
any detrimental change in conditions. Surface runoff water should be drained away from
excavations and not allowed to collect. All concrete for foundations should be placed as soon as
practical after the excavation is made.
Prolonged exposure of the bearing surface to air or water will result in changes in strength and
compressibility of the bearing stratum. Therefore, if delays occur, excavations should be slightly
deepened and cleaned, in order to provide a fresh bearing surface.
7
ALPHA Report No. W240872
7.3 Fill Compaction
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.
Clayey sand and 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.
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 1 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.
8
ALPHA Report No. W240872
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.
Where groundwater is encountered in granular soils, sump pits may not be adequate to control
seepage and supplemental dewatering measures may be necessary to control groundwater seepage.
Supplemental dewatering measures include (but are not limited to) submersible pumps in slotted
casings and well points.
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 parry 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 parry 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.
9
ALPHA Report No. W240872
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.
10
#X
APPENDIX
ALPHA Report No. W240872
A-1 METHODS OF FIELD EXPLORATION
Using standard rotary drilling equipment, a total of eight (8) test borings were performed for this
geotechnical exploration. The approximate locations of the borings are shown on the Boring
Location Plan, Figure 1. The test boring locations were staked using a handheld GPS unit or by
pacing/taping and estimating right angles from landmarks which could be identified in the field
and as shown on the site plan provided during this study. The locations of test borings shown on
the Boring Location Plan are considered accurate only to the degree implied by the methods used
to define them.
Relatively undisturbed samples of the cohesive subsurface materials were obtained by
hydraulically pressing 3-inch O.D. thin -wall sampling tubes into the underlying soils at selected
depths (ASTM D 1587). These samples were removed from the sampling tubes in the field and
evaluated visually. One representative portion of each sample was sealed in a plastic bag for use
in future visual evaluation and possible testing in the laboratory.
A modified version of the Texas Cone Penetration (TCP) test was completed in the field to
determine the apparent in -place strength characteristics of the rock type materials. A 3-inch
diameter steel cone driven by a 170-pound hammer dropped 24 inches is the basis for TxDOT
strength correlations. In this case, ALPHA TESTING, LLC has modified the procedure by using
a 140-pound hammer dropping 30-inches for completion of the field test. Depending on the
resistance (strength) of the materials, either the number of blows of the hammer required to provide
12 inches of penetration, or the inches of penetration of the cone due to 100 blows of the hammer
are recorded on the field log and are shown on the Log of Boring sheets as "TX Cone" (reference
TxDOT Test Method TEX 132-E, as modified).
Logs of the borings are included in the Appendix. The logs show visual descriptions of subsurface
strata encountered using the Unified Soil Classification System. Sampling information, pertinent
field data, and field observations are also included. Samples not consumed by testing will be
retained in our laboratory for at least 14 days and then discarded unless the Client requests
otherwise.
GEOTECHNICAL EXPLORATION
WESTSIDE HEIGHTS
OFF AZLE AVENUE
FORT WORTH, TEXAS
ALPHA PROJECT NO. W240872
.y
HRH 'kTEST ING
INHERE IT ALL BEGINS
FIGURE 1
BORING LOCATION PLAN
APPROXIMATE PRELIMINARY
BORING LOCATION (W240818)
APPROXIMATE BORING LOCATION
ALPHA Report No. W240872
B-1 METHODS OF LABORATORY TESTING
Representative samples were evaluated and classified by a qualified member of the Geotechnical
Division and the boring logs were edited as necessary. To aid in classifying the subsurface
materials and to determine the general engineering characteristics, natural moisture content tests
(ASTM D 2216), Atterberg-limit tests (ASTM D 4318) and percent material passing the No. 200
sieve tests (ASTM D 1140) were performed on selected samples. In addition, 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.
A L PH A#NtTESTING
5058 Brush Creek Rd.
Fort Worth, Texas 76119
BORING NO.:
1
Sheet 1 1
Phone: 817-496-5600
of
Fax: 817-496-5608
PROJECT NO.:
W240818
W H ERE
IT ALL B EGI N S
www.alphatesting.com
Client:
D.R. Horton - Texas, Ltd. (DFW West Division)
Location: Sansom Park, Texas
Project:
Westside Heiqhts
Surface Elevation:
Start Date:
3/20/2024 End Date:
3/20/2024
West:
Drillin Method:
CONTINUOUS FLIGHT AUGER
North:
9
0) GROUND WATER OBSERVATIONS
On Rods (ft): NONE
s ♦After Drilling (ft): DRY
o FAfter Hours (ft):
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
- FILL
2.0
Brown and Tan CLAY with limestone fragments
and calcareous deposits - FILL
_ 4.0
Tan CLAY with calcareous deposits - FILL
5
Dark Brown and Brown CLAY - possible
fill
10 ,
Tan LIMESTONE with clay seams and
layers
15
20
TEST BORING TERMINATED AT 20 FT
M
Hammer Drop (lbs / in):
140 / 30
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3.75 16 42 18 24 0.0
3.5 17
2.0 26 54 20 34
ALPHA #NtTESTING
WHERE IT ALL 8EGINS
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.: W240818
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Sansom Park, Texas
Westside Heiqhts Surface Elevation:
3/20/2024 End Date: 3/20/2024 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
On Rods (ft): 6
s ♦After Drilling (ft): DRY
o FAfter Hours (ft):
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
Tan CLAY with calcareous deposits
j/
_5�
j
j
j
10�
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layers
- with clay layer at 13 ft to 14 ft
_15_��
_ I
Gray LIMESTONE
-7 _20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
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2.5 19
2.0 16 31 16 15 0.0
4.5 16
4.25 19 39 19 20
4.5 21
A L PH A#NtTESTING
5058 Brush Creek Rd.
Fort Worth, Texas 76119
BORING NO.:
Sheet 1 1
Phone: 817-496-5600
of
Fax: 817-496-5608
PROJECT
NO.:
W240872
W H ERE IT ALL B EGI N S
www.alphatesting.com
Client:
D.R. Horton - Texas, Ltd. (DFW West Division)
Location:
Sansom Park, Texas
Project:
Westside Heiqhts - Final
Surface Elevation:
Start Date: 3/2/2024 End Date:
3/2/2024
West:
Drilling Method: CONTINUOUS FLIGHT AUGER
North:
Hammer Drop (lbs / in):
140 / 30
GROUND WATER OBSERVATIONS
m -6
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m
On Rods (ft): NONE
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0
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MATERIAL DESCRIPTION
Brown and Tan CLAY with limestone fragments
and calcareous deposits - FILL
—
4.5+
17
—
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18
46
19 27
_
4.0
Dark Brown CLAY with limestone fragments
5
and calcareous deposits - FILL
—
4.0
20
45
19 26
—
4.0
15
8.0
_
Tan and Gray SANDY CLAY wiwth limestone
fragments and calcareous deposits
—
/
4.0
62
16
41
18 23
10
10.0
Tan LIMESTONE with clay seams and
layers
1
— 15
—
2" ,
0
10. /
20
20.0 66
TEST BORING TERMINATED AT 20 FT
ALPHA #NtTESTING
WHERE IT ALL 8EGINS
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.: W240872
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Sansom Park, Texas
Westside Heiqhts - Final Surface Elevation:
3/21/2024 End Date: 3/21/2024 West:
CONTINUOUS FLIGHT AUGER North:
GROUND WATER OBSERVATIONS
0)
On Rods (ft): NONE
s
♦After Drilling (ft): DRY
o
FAfter Hours (ft):
MATERIAL DESCRIPTION
Brown and Tan CLAY with calcareous deposits
- FILL
Dark Brown CLAY
Tan LIMESTONE with clay seams and
5
layers
- seepage at 6 ft
_10_
Gray LIMESTONE
_15_
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
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2.0
4.0
66
15"
12.0
100/
66 5.25"
100/
0.25"
100/
20.0 , 0.50"
4.25 18
4.0 21 57 20 37 0.3
ALPHA #NtTESTING
WHERE IT ALL 8EGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 3
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W240872
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Sansom Park, Texas
Westside Heiqhts - Final Surface Elevation:
3/21/2024 End Date: 3/21/2024 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
On Rods (ft): NONE
s
♦After Drilling (ft): DRY
o
FAfter Hours (ft):
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
—j
possible ossible fill
Tan LIMESTONE with clay seams and
layers
_10_
Gray LIMESTONE with sand seams
_15_
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
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3.75
19
47
19
28
1.0
100/
3.75"
100/
3.50"
100/
4.50"
11.0
100/
1.50"
100/
20.0 , 0.75"
ALPHA #NtTESTING
WHERE IT ALL 8EGINS
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.: W240872
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Sansom Park, Texas
Westside Heiqhts - Final Surface Elevation:
3/21/2024 End Date: 3/21/2024 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
On Rods (ft): NONE
s
♦After Drilling (ft): DRY
o
FAfter Hours (ft):
MATERIAL DESCRIPTION
Tan CLAY with sand, calcareous deposits
and limestone fragments
5
Tan LIMESTONE with clay seams and
layers
Gray LIMESTONE with sand seams
_10_
_15_
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
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2.25
84
19
6.0
100/
IL 6.75"
9.0
100/
0.2525"
100/
66 0.75"
100/
20.0 0.50"
4.5+ 16
4.5+ 78 19 53 21 32 0.0
L PH A#NtTESTING
5058 Brush Creek Rd.
Fort Worth, Texas 76119
BORING NO.:
5A 1
Sheet 1
Phone: 817-496-5600
of
Fax: 817-496-5608
PROJECT
NO.:
W240872
W H ERE IT ALL B EGI N S
www.alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division)
Location:
Sansom Park, Texas
Project: Westside Heiqhts - Final
Surface Elevation:
Start Date: 3/21/2024 End Date:
3/21/2024
West:
Drilling Method: CONTINUOUS FLIGHT AUGER
North:
Hammer Drop (lbs / in):
140 / 30
GROUND WATER OBSERVATIONS
m -6
E�
m
On Rods (ft): NONE
i o
0
U�
.c_'
� m
E J -c
o
Q
U
♦After Drilling (ft): DRY
o5 o
o
0 a,
o, mo
00
J
-o 0a
,
�n
om
FAfter Hours (f):
E0j
D N
a
o"
�
s
Ha
C
Z
J a_d
MATERIAL DESCRIPTION
Tan CLAYEY SAND with limestone fragments
- FILL
—
4.5+
30
11
36 18 18
_
2.0
Tan and Gray CLAY
—
4.5+
12
— 5
4.0
21
50 20 30
0.0
_
6.0
Tan and Gray SHALY CLAY
—
4.5
24
—
4.5+
17
10
10.0
Tan LIMESTONE with clay seams and
layers
_
12.0
Gray LIMESTONE with sand seams
100/
— 15
—
0.75"
,
100/
20
20.0 , 0.75"
TEST BORING TERMINATED AT 20 FT
ALPHA #NtTESTING
WHERE IT ALL 8EGINS
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.: W240872
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Sansom Park, Texas
Westside Heiqhts - Final Surface Elevation:
3/21/2024 End Date: 3/21/2024 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
On Rods (ft): NONE
s ♦After Drilling (ft): DRY
o FAfter Hours (ft):
MATERIAL DESCRIPTION
Tan and CLAY with sand and calcareous
/ deposits
_ J
5 /
Tan LIMESTONE with clay seams and
layers
10
Gray LIMESTONE
_15_
20
TEST BORING TERMINATED AT 20 FT
R
12.0
Hammer Drop (lbs / in):
140 / 30
o.S
d
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a)
I
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x
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8-1a
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o O
J
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a-
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1
3.0
83
20
48
100/
2"
6 100/
1"
100/
20.0 , 0.75"
4.5+ 13
4.5+ 74 14 41 17 24 0.9
ALPHA #NtTESTING
WHERE IT ALL 8EGINS
Client:
Project:
Start Date:
Drilling Method:
5058 Brush Creek Rd. BORING NO.: 7
Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W240872
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Sansom Park, Texas
Westside Heiqhts - Final Surface Elevation:
3/21/2024 End Date: 3/21/2024 West:
CONTINUOUS FLIGHT AUGER North:
0) GROUND WATER OBSERVATIONS
On Rods (ft): NONE
s ♦After Drilling (ft): DRY
o FAfter Hours (ft):
MATERIAL DESCRIPTION
Tan and Gray SANDY CLAY with calcareous
/ deposits
Tan LIMESTONE with clay seams and
layers
Tan CLAY with calcareous deposits
Tan LIMESTONE with clay seams and
10 layers
_15_
Gray LIMESTONE
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in): 140 / 30
d o
o.S E ° I _ X
o U� � c' .F E E c 8-1
a o� �5 of 'Da) a� mo �a ° -0 y
E U� o� a o c aN p— U a M
co X ° ca CO a_
.E m a
Ha a- Z a
1.25 59 26 49 19 30
2.0
73
65
8.0
9.0 4.5+ 11
65
100/
4.50"
16.0
100/
20.0 , 0.50"
ALPHA #NtTESTING
WHERE IT ALL 8EGINS
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.: W240872
www.alphatesting.com
D.R. Horton - Texas, Ltd. (DFW West Division) Location: Sansom Park, Texas
Westside Heiqhts - Final Surface Elevation:
3/21/2024 End Date: 3/21/2024 West:
CONTINUOUS FLIGHT AUGER North:
0)
GROUND WATER OBSERVATIONS
On Rods (ft): NONE
s
♦After Drilling (ft): DRY
o
FAfter Hours (ft):
MATERIAL DESCRIPTION
Brown CLAY with gravel
Tan CLAY with calcareous deposits
5
10
Tan LIMESTONE with clay seams and
layers
Gray LIMESTONE
_15_
20
TEST BORING TERMINATED AT 20 FT
Hammer Drop (lbs / in):
140 / 30
o.S
d
E
a)
I
o
_
x
>
>
U�
F
E
8-10o�
a
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of
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a-
Z
a
1
4.25
19
51
20
31
2.0
12.0
14.0
100/
66 0.75"
100/
20.0 , 1
4.5+ 15
4.5+ 14
4.5+ 21 66 23 43 1.9
4.5+ 15
ALPHA f�,TESTING KEY TO SOIL SYMBOLS
WHERE IT ALL BEGINS AND CLASSIFICATIONS
SOIL & ROCK SYMBOLS
RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft)
®
(CH), High Plasticity CLAY
VERY LOOSE 0 TO 4
®
(CL), Low Plasticity CLAY
LOOSE 5 TO 10
MEDIUM 11 TO 30
(SC), CLAYEY SAND
DENSE 31 TO 50
VERY DENSE OVER 50
(SP), Poorly Graded SAND
(SW), Well Graded SAND
SHEAR STRENGTH OF COHESIVE SOILS (tsfl
(SM), SILTY SAND
VERY SOFT LESS THAN 0.25
SOFT 0.25 TO 0.50
IN(ML),
SILT
FIRM 0.50 TO 1.00
STIFF 1.00 TO 2.00
®
(MH), Elastic SILT
VERY STIFF 2.00 TO 4.00
HARD OVER 4.00
19
LIMESTONE
RELATIVE DEGREE OF PLASTICITY (PI)
®
SHALE / MARL
LOW 4 TO 15
SANDSTONE
MEDIUM 16 TO 25
HIGH 26 TO 35
o
(GP), Poorly Graded GRAVEL
VERY HIGH OVER 35
(GW), Well Graded GRAVEL
®
(GC), CLAYEY GRAVEL
RELATIVE PROPORTIONS (%)
W
(GM), SILTY GRAVEL
m(OL),
ORGANIC SILT
TRACE 1 TO 10
LITTLE 11 TO 20
SOME 21 TO 35
(OH), ORGANIC CLAY
AND 36 TO 50
15mm
1♦
S
SAMPLING SYMBOLS
PARTICLE SIZE IDENTIFICATION (DIAMETER)
■SHELBY
TUBE (3" OD except where
BOULDERS
8.0" OR LARGER
noted otherwise)
COBBLES
3.0" TO 8.0"
SPLIT SPOON (2" OD except where
COARSE GRAVEL
0.75' TO 3.0"
noted otherwise)
FINE GRAVEL
5.0 mm TO 3.0"
®
AUGER SAMPLE
COURSE SAND
2.0 mm TO 5.0 mm
❑
TEXAS CONE PENETRATION
MEDIUM SAND
FINE SAND
0.4 mm TO 5.0 mm
0.07 mm TO 0.4 mm
❑SILT
ROCK CORE (2" ID except where
CLAY
0.002 mm TO 0.07 mm
LESS THAN 0.002 mm
noted otherwise)
GR-01 60 00 Product Requirements
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH BRANDING IRON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 104198
Revised July 1, 2011
CITY OF FORT WORTH
FORT WO RT H.. WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 12/29/2023
IApprovall
Spec No.
IClasssification
Manufacturer
Model No.
National Spec
Size
Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)
I 07/23/97
33 05 13
Urethane Hydrophilic Waterstop
Asahi Kogyo K.K.
Adeka Ultra -Seal P-201
ASTM 132240/13412/13792
I 04/26/00
33 05 13
Offset Joint for 4' Diam. MH
Hanson Concrete Products
Drawing No. 35-0048-001
I 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
I 1126199
33 05 13
HOPE Manhole Adjustment Rings
Ladtech, Inc
HDPE Adjustment Ring
Traffic and Non -traffic area
I 5/13105
33 05 13
Manhole External Wrap
Canusa - CPS WrapidSeal
Manhole Encapsulation System
I
Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)
I
I 1/26/99
33 39 13
Fiberglass Manhole
Fluid Containment, Inc.
Flowthe
ASTM 3753
Non -traffic area
I 08/30/06
I
33 39 13
Fiberglass Manhole
L.F. Manufacturing
Non -traffic area
I
Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)
I33
05 13
IManhole Frames and Covers
I Westem 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
Westem Iron Works, Bass & Hays Foundry
30024
24" Dia.
*
3305 13
Manhole Frames and Covers
McKinley It. Works Inc.
A 24 AM
24" Dia.
I 08/24/18
33 05 13
Manhole Frames and Covers
Neenah Foundry
R-1272
ASTM A48 & AASHTO M306
24" Dia.
I 08/24/18
33 05 13
Manhole Frames and Covers
Neenah Foundry
NF 1274
ASTM A48 & AASHTO M306
30" Dia.
I33
05 13
Manhole Frames and Covers
Sigma Corporation
MH-144N
I33
05 13
Manhole Frames and Covers
Sigma Corporation
MH-143N
I33
05 13
Manhole Frames and Covers
Pont-A-Moreson
GTS-STD
24" the.
I33
05 13
Manhole Frames and Covers
Neenah Casting
24" the.
I 10/31/06
33 05 13
Manhole Frames and Covers (Hinged)
Powerseal
Hinged Ductile Iron Manhole
ASTM A536
24" Dia.
I 7/25/03
3305 13
Manhole Frames and Covers
Saint-Gobain Pipelines (Pamrex/rexus)
RE32-R8FS
30" Dia.
I 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.
I 11/02/10
3305 13
30" Dia. MH Ring and Cover
Sigma Corporation
MH165IFWN & MH16502
30" Dia
I 07/19/1 t
3305 13
30" Dia. MH Ring and Cover
Star Pipe Products
NIH32FTWSS-DC
30" Dia
I 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
I 06/01/17
3405 13
30" Dia. MH Rine and Cover (Lockable) CI
SIP Industries
2280 (32")
ASTM A 48
30" Dia.
CAP-ONE-30-FTW, Composite, w/ Lock
09/16/19
33 05 13
30" Dia. MH Ring and Cover
Composite Access Products, L.P.
w/o Hing
30" Dia.
10/07/21
34 O 13
30" Dia. MH Ring and Cover
Trumbull Manufacturing
32"(30") Frame and Cover
30" Dia.
Water & Sewer - Manholes & Bases/Frames &
Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)
*
33 05 13
Manhole Frames and Covers
Pont-A-Mousson
Pamtight
24" Dia.
*
33 05 13
Manhole Frames and Covers
Neenah Casting
24" Dia.
*
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)Serampore Industries Private Ltd.
300-24-23.75 Ring and Cover
ASTM A 48
24" Dia.
Water & Sewer - Manholes & Bases/Precast Concrete Tev 1/8/13)
*
33 39 10
Manhole, Precast Concrete
Hydro Condurt Corp
SPL Item -1
ASTM C 478
48"
*
33 39 10
Manhole, Precast Concrete
Wall Concrete Pipe Co. Inc.
ASTM C-443
48"
12/0S/23
33 39 10
IManhole, Precast Concrete
The Tumer Company
72" I.D. Manhole w/ 32" Cone
ASTM C 478
72"
OS/08/18
33 39 10
Manhole, Precast Concrete
The Turner Company
48", 60" I.D. Manhole w/ 32" Cone
ASTM C 478
48", 60"
I 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 I
I 06/09/10
33 39 10
Manhole, Precast (Reinforced Polymer)Concrete
US Composite Pipe
Reinforced Polymer Concrete
ASTM C-76
48" to 72" I
I 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" I
I 10/07/21
32 39 20
Manhole, Precast Concrete
Forterra Pipe and Precast
48" I.D. Manhole w/32" Cone
ASTM C-77
48" I
I 10/07/21
33 3920
Manhole, Precast (Reinforced Polymer) Concrete
Armon-k
48" & 60" I.D. Manhole w/32" Cone
48" & 60" I
I 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 I
ASTM C-478; ASTM C-923;
-1/07/23
33 3920
Manhole, Precast Concrete
AmeriTex Pipe and Products, LLC
48" & 60" I.D. Manhole w/32" Cone
ASTM C-443
I 03/07/23
33 3920
Manhole, Precast (Reinforced Polymer) Concrete
P3 Polymers, RockHardscp
48" & 60" I.D. Manhole w/32" Cone
I
I 04/28/07
Manhole, Precast (Reinforced Polymer) Concrete
Amiteeh USA
Meyer Polycrete Pipe
I
I
I
I Sewer -(WAC) Wastewater Access Chamber 33 39 40
I
I
Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitious
IE1-14
Manhole Rehab Systems
Ouadex
I 04/23/01
E1-14
Manhole Rehab Systems
Standard Cement Materials, Inc.
Relmer MSP
E1-14
Manhole Rehab Systems
AP/M Permaform
I 4/20/01
E1-14
Manhole Rehab System
Strong Company
Strong Seal MS2A Rehab System
I 5/12/03
E1-14
Manhole Rehab System (Liner)
Triplex Lining System
MH repair product to stop infiltration ASTM D5813
I08/30/06
I
General Concrete Repair
FlexKrete Technologies
Vinyl Polyester Reparr Product Misc. Use
I
* From Original Standard Products List 1
FORT WORTH..
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
(Approval
Spec No.
IClasssification I
Manufacturer
Water & Sewer
- Manholes & Bases/Rehab Svstems/NonCementitious
05/20/96
E1-14
Manhole Rehab Systems
Spravrog,
12/14/01
Coating for Corrosion protection(Exterior)
ERTECH
01/31/06
Coatings for Corrosion Protection
Chesterton
8/28/2006
Coatings for Corrosion Protection
Warren Environmental
33 01 16, 33 39 10,
03/19/18
33 39 20
Coating for Corrosion protection(Exterior)
Sherwin Williams
Water & Sewer
- Manhole Inserts - Field Onerations Use Only (Rev 2/3/16)
*
33 05 13
Manhole Insert
Knutson Enterprises
*
3305 13
Manhole Insert
South Western Packaging
*
33 05 13
Manhole Insert
Nofiow-Inflow
09/23/96
3305 13
Manhole Insert
Southwestem Packing & Seals, Inc.
09/23/96
3305 13
Manhole Insert
Southwestern Packing & Seals, Inc.
Water & Sewer
- Pine Casine Spacers 33-05-24 (07/01/13)
11/04/02
Steel Band Casing Spacers
Advanced Products and Systems, Inc.
02/02/93
Stainless Steel Casing Spacer
Advanced Products and Systems, Inc.
04/22/87
Casing Spacers
Cascade Waterworks Manufacturing
09/14/10
Stainless Steel Casing Spacer
Pipeline Seal and Insulator
09/14/10
Coated Steel Casin Spacers
Pipeline Seal and Insulator
05/10/11
Stainless Steel Casing Spacer
Powerseal
03/19/18
Casing Spacers
BWM
03/19/18
Casing Spacers
BWM
03/29/22
3305 13
Casing Spacers
CCI Pipeline Systems
Water & Sewer - PiDes/Ductile Iron 33-11-10(1/8/13)
Model No. National Spec
Spray Wall Polyurethane Coating ASTM D639/D790
Series 20230 and 2100 (Asphatic Emulsion)
Arc 791, S1BB, Sl, S2 Acid Resistance Test
S-301 and M-301
RR&C Dampproofing Non-Fibered Spray
Grade (Asphatic Emulsion)
Made to Order -
Plastic ASTM D 1248
Made to Order -
Plastic ASTM D 1248
Made to Order -
Plastic ASTM D 1248
Lifesaver - Stainless Steel
TetherLok- Stainless
Steel
Carbon Steel Spacers, Model SI
Stainless Steel Spacer, Model SSI
Casing Spacers
Stainless Steel Casing Spacer
Coated Steel Casin Spacers
4810 Powerchock
SS-12 Casing Spacer(Stainless Steel)
FB-12 Casing Spacer (Coated Carbon Steel)
for Non_rressme Pipe and Grouted Casing
CSC12, CSS12
*
33 11 10 Ductile Iron Pipe
Griffin Pipe Products, Co.
Super Bell-Tite Ductile Iron Pressure Pipe,
AW WA C150, C151
08/24/18
33 11 10 Ductile It. Pipe
American Ductile Iron Pipe Co.
American Futile Pipe (Bell Spigot)
AW WA C150, C151
08/24/18
33 11 10 Ductile Iron Pipe
American Ductile Iron Pipe Co.
American Flex Ring (Restrained Joint)
AW WA C150, C151
*
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
Water & Sewer - Utility Line Marker (08/24/2018)
Sewer - Coatin¢s/Enoxv 33-39-60 (01/08/13)
02/25/02
Epoxy Lining System
Sauereisen, Inc
SewerGard 21ORS
LA County #210-1.33
12/14/01
Epoxy Lining System
Enech Technical Coatings
Ertech 2030 and 2100 Series
04/14/05
Interior Ductile Iron Pipe Coating
Induron
Protean 401
ASTM B-117
01/31/06
Coatings for Corrosion Protection
Chesterton
Arc 791, S1BB, Sl, S2
Acid Resistance Test
8/28/2006
Coatings for Corrosion Protection
Warren Environmental
S-301 and M-301
Sewer - Coatin¢s/Polvurethane
Updated:12/29/2023
Size
Structures Only
Sewer Applications
Sewer Applications
For Exterior Coating of Concrete
Structures Only
For 24" dia.
For 24" dia.
For 24" dia.
For 24" dia.
For 24" dia
Up to 48"
Up to 48"
Up to 48"
3" fl m 24"
4" thm 30"
4" thm 30"
Ductile Iron Pipe Only
Sewer Applications
Sealer Applications
Sewer - Combination Air Valves
05/25/18 33-31-70 Air Release Valve
A.R.I. USA, Inc.
D025LTP02(Composite Body)
2"
Sewer - Pines/Concrete
* E:- Conc. Pipe, Reinforced
Wall Concrete Pipe Co. Inc.
ASTM C 76
* E I-04 Conc. Pipe, Reinforced
Hydro Conduit Corporation
Class III T&G, SPL Item #77
ASTM C 76
* E I-04 Conc. Pipe, Reinforced
Hanson Concrete Products
- - - -, -
ASTM C 76
* E I-04 Conc. Pipe, Reinforced
Concrete Pipe & Products Co. Inc.
ASTM C 76
Sewer - Pine Enlarement Svstem (Method)33-31-23 (01/18/13)
PIM System
PIM Corporation
Polyethylene
PIM CorP.. Piscata WaY, N.J.
Approved Previously
McConnell Systems
McLat Construction
Polyethylene
Houston, Texas
Approved Previously
TRS Systems
Trenchless Replacement System
Polyethylene
Calgary, Canada
Approved Previously
* From Original Standard Products List 2
FORT WORTH®
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 12/29/2023
(Approval
Spec No. )Classsification
Manufacturer
Model No.
National Spec
Size
Sewer- PiDe/Fiber0ass Reinforced/33-31-13(1/8/13)
7/21/97
33 31 13
Cent. Cast Fiberglass (FRP)
Hobas Pipe USA, Inc.
Helios Pipe (Non -Pressure)
ASTM D3262/D3754
03/22/10
33 31 13
Fiberglass Pipe (FRP)
Ameron
Bondstrand RPMP Pipe
ASTM D3262/D3754
04/09/21
3331 13
Glass -Fiber Reinforced Polymer Pipe (FRP)
Thompson Pipe Group
Thompson Pipe (Flowtite)
ASTM D3262/D3754
03/07/23
3331 13
Fiberglass Pipe (FRP)
Future Pipe Industries
Fiberstrong FRP
ASTM D3262, ASTM D3681, ASTM D4161, AW WA M45
Sewer - PiDe/Polvmer PIDe
4/14/05
Polymer Modified Concrete Pioe
Anech USA
MPolwrete Pipe
ASTM C33, A276, -17
8" to 102", Class V
06/09/10
EI-9
Reinforced Polvmer Concrete Pipe
UmS Composite Pipe
Reinforcedeyer Polymer Concrete Pioe
ASTM C-76
Sewer - PiDes/HDPE 33-31-23(1/8/13)
*
High -density polyethylene pipe
Phillips Driswpipe, Inc.
Ovticore Ductile Polyethylene Pipe
ASTM D 1248
8"
*
High -density polyethylene pipe
Plexco Inc.
ASTM D 1248
8"
*
High -density polyethylene pipe
Polly Pipe, Inc.
ASTMD 1248
8"
High -density Polyethylene pipe
CSR Hydro Conduit/Pioeline Systems
McConnell Pipe Enlargement
ASTM D 1248
Sewer - PiDes/PVC (Pressure Sewer) 33-11-12 (4/1/13)
12/02/11
33-11-13
DR -Id PVC Pressure Pipe
Pipelife Jetstream
PVC Pressure Pipe
AW WA 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" thru 12"
Sewer - PiDes/PVC* 33-31-20 (7/1/13),
*
33-31-20
PVC Sewer Pioe
1-M Manufacturing Co., Inc. (JM Eagle)
SDR-26 (PS115)
ASTM D 3034
4" - 15"
12/23/97*
33-31-20
PVC Sewer Pioe
Diamond Plastics Corporation
SDR-26 (PS115)
ASTM D 3034
4" thin 15"
*
33-31-20
PVC Sewer Pioe
Lamson Vylm Pipe
SDR-26 (PSI 15)
ASTM D 3034
4" thm 15"
12/05/23
33-31-20
PVC Sewer Pie
Vin (tech PVC Pie
SDR-26 PS115
ASTM D3034
4" thm 15"
12/05/23
33-31-20
PVC Sewer Pie
Vin ltech PVC Pie
Grovi Sewer PS 115
ASTM F 679
18"
*
33-31-20 PVC Sewer PiJje
J-M Manufacmrinv�Co, Inc (JM Eagle)
PS 115
ASTM F 679
18" - 28"
05/06/05
33-31-20 PVC Solid Wall Pipe
Diamond Plashes Corporation
PS 115
ASTM F-679
18" to 48"
04/27/06
33-31-20 PVC Sewer Fittings
Harco
SDR-26 (PS 115) Gasket Finings
ASTM D-3034, D-1784, etc
4" - 15"
*
33-31-20 PVC Sewer Fittings
Plastic Trends, Ine.(Westlak)
Gasketed PVC Sewer Main Fittings
ASTM D 3034
1 3/19/2018
33 3120 PVC Sewer Pipe
Pipelife Jet Stream
SDR 26 (PS 115)
ASTM F679
18"- 24"
1 3/19/2018
33 3120 PVC Sewer PTe
Pipelife Jet Stream
SDR 26
ASTM D3034
4"- 11"
1 3/29/2019
33 3120 Gasketed Fittings (PVC)
GPK Products, Inc.
SDR 26
ASTM D3034
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
333120 PVC Sewer Pipe
NAPCO(Westlake)
SDR 26 PS 115
ASTM F-679
18"-36"
Sewer - PiDes/Rehab/CIPP 33-31-12 (01/18/131
*
Cured in Place Pioe
In in— Texark, Inc
ASTM F 1216
05/03/99
Cured in Place Pioe
National Envirotech Group
National Liner, (SPL) Item #27
ASF-1216/D-5813
05/29/96
Cured in Place Pipe
Remolds Inc/Inliner Technol" (Inliner USA)
Inlmer Technology
ASTM F 1216
Sewer - Piues/Rehab/Fold & Form
*
Fold and Form Pipe
Cullum Pipe Systems, hic.
11/03/98
Fold and Form Pipe
Insimform Technologies, Inc.
Insituform "NuPine"
ASTM F-1504
Fold and Form Pipe
American Pipe & Plastics, Inc.
Demo. Purpose Only
12/04/00
Fold and Form Pipe
Ultralner
Ultraliner PVC Alloy Pipelmer
ASTM F-1504, 1871, 1867
06/09/03
Fold and Form Pipe
Miller Pipeline Com.
EX Method
ASTM F-1504, F-1947
UP to 18" diameter
Sewer - PiDeS/ODen PCoelle Laree Diameter
09/26/91
E100-2 PVC Sewer Pipe, Ribbed
Lamson Vylon Pipe
Carlon Vylon H.C. Closed Profile Pipe,
ASTM F 679
18" to 48"
09/26/91
E100-2 PVC Sewer Pipe, Ribbed
Extrusion Technologies, Inc.
Ultra -Rib Open Profile Sewer Pipe
ASTM F 679
18" to 48"
E100-2 PVC Sewer Pipe, Ribbed
Up -or ETI Company
11/10/10
(E100-2) Polypropylene (PP) Sewer Pipe, Double Wall
Advanced Drainage Systems (ADS)
SaniTite UP Double Wall (Corrugated)
ASTM F 2736
24"-30"
11/10/10
(E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall
Advanced Drainage Systems (ADS)
SaniTite HP Triple Wall Pipe
ASTM F 2764
30" to 60"
* From Original Standard Products List 3
CITY OF FORT WORTH
FORT WO RT H.. WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 12/29/2023
(Approval
Spec No.
IClasssification
Manufacturer
Model No.
National Spec
Size
Water - Aoour-enances
33-12-10 (07/01/13)
01/18/18
33-12-10
Double Strap Saddle
Romac
202NS Nylon Coated
AWWA C800
1"-2" SVC, up to 24" Pipe
08/28/02
Double Strap Saddle
Smith Blau
4317 Nylon Coated Double Strap Saddle
07/23/12
33-12-10
Double Strap Service Saddle
Mueller Company
DR2S Double (SS) Strap DI Saddle
AWWA C800
1"-2" SVC, up to 24" Pipe
03/07/23
33-12-10
Double Strap Service Saddle
Powerseal
3450AS, Incl. Corp. Stop, ON Strap, Stainless
NSF ANSI 372
1"-2" SVC, up to 24" Pipe
10/27/87
Curb Stops -Ball Meter Valves
McDonald
6100M,6100MT & 61 OMT
3/4" and 1"
10/27/87
Curb Stops -Ball Meter Valves
McDonald
4603B, 4604B, 6100M, 6100TM and 6101M
I'/? 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.
L22-77NL
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 ^'
FB600-4-NL, FB1600-4-NL, B11-444-WR-
1111.1.
33-12-10
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,
1/25/2018
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.
33-12-10
Curb Stops -Ball Meter Valves
Mueller Co., Ltd.
15000N, H-14276N, H-15525N
ANSI/NSF 372
1-1/3"
B-25000N, B-20200N-3,H-15000N, H-
AWWA C800, ANSF 61,
1111.1.
33-12-10
Curb Stops -Ball Meter Valves
Mueller Co., Ltd.
15530N
ANSI/NSF 372
V
01/26/00
Coated Tapping Saddle with Double SS Straps
1CM Industries, Inc.
#406 Double Band SS Saddle
1"-2" Taps on up to 12"
0/5/21/12
33-12-25
Tapping Sleeve (Coated Steel)
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
up to 42" w/24" Out
02/29/12
33-12-25
Tapping Sleeve (Stainless Steel)
Romac
SST Stainless Steel
AWWA C-223
Up to 24" w/12" Out
02/29/12
33-12-25
Tapping Sleeve (Stainless Steel)
Romac
SST III Stainless Steel
AWWA C-223
Up to 30" w/12" Out
05/10/11
Joint Repair Clamp
Powerseal
3232 Bell Joint Repair Clamp
4" to 30"
Plastic Meter Box w/Composite Lid
DFW Plastics Inc.
DFW37C-12-1EPAF FTW
Plastic Meter Box w/Composite Lid
DFW Plastics Inc.
DFW39C-12-1EPAF FTW
08/30/06
Plastic Meter Box w/Composite Lid
DFW Plastics Inc.
DFW65C-14-1EPAF FTW
Class "A"
Concrete Meter Box
Bass & Hays
CMB37-B12 1118 LID-9
Concrete Meter Box
Bass & Hays
CMB-18-Dual 1416 LID-9
Concrete Meter Box
Bass & Hays
CMB65-B65 1527 LID-9
Water - Bolts.
Nuts. and Gaskets 33-11-05 (01/08/13).
Water - Combination Air Release 33-31-70 (01/08/13)
*
E1-11
Air Release Valve
GA Industries, Inc.
Empire Air and Vacuum Valve, Model 935
ASTM A 126 Class B, ASTM A
1" & 2"
*
E1-11
[rarbombination
inationAir Release Valve
Multiplex Manufacturing Co.
Crispin Air and Vacuum Valves, Model No.
11" 1" & 2"
E1-11
ombination Air Release Valve
Valve and Primer Corp.
APCO 4143C, #145C and #147C
1", 2" & 3"
Water - Dry Barrel Fire Hvdrants 33-1240 (01/15/14)
10/01/87
E-1-12
Dry Barrel Fire Hydrant
American -Darling Valve
Drawing Nos. 90-18608, 94-18560
AWWA C-502
03/31/88
E-1-12
Dry Barrel Fire Hydrant
American Darling Valve
Shop Drawing No. 94-18791
AWWA C-502
09/30/87
E-1-12
Dry Barrel Fire Hydrant
Clow Corporation
Shop Drawing No. D-19895
AWWA C-502
01/12/93
E-1-12
Dry Barrel Fire Hydrant
American AVK Company
Model 2700
AWWA C-502
08/24/88
E-1-12
Dry Barrel Fire Hydrant
Clow Corporation
Drawings D20435, D20436, B20506
AWWA C-502
E-1-12
Dry Barrel Fire Hydrant
ITT Kennedy Valve
Shop Drawing No. D-80783FW
AWWA C-502
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
l0/14/87
E-1-12
Dry Barrel Fire Hydrant
Mueller Company
A-423 Centurion
AWWA C-502
Shop Drawing FH-12
01/15/88
E1-12
Dry Barrel Fire Hydrant
Mueller Company
A-423 Super Centurion 200
AWWA C-502
10/09/87
E-1-12
Dry Barrel Fire Hydrant
U.S. Pipe & Foundry
Shop Drawing No. 960250
AWWA C-502
09/16/87
E-1-12
Dry Barrel Fire Hydrant
American Flow Control (AFC)
Waterous Pacer WB67
AWWA C-502
08/12/16
33-12-40
Dry Barrel Fire Hydrant
EJ (East Jordan Iron Works)
WaterMaster 5CD250
Water - Meters
02/05/93
E101-5
Detector Check Meter
Ames Company
Model 1000 Detector Check Valve
AW WA C550
4" - 10"
08/05/04
Magnetic Drive Vertical Turbine
Hersey
Magnetic Drive Vertical
AWWA C701, Class 1
3/4" - 6"
* From Original Standard Products List 4
CITY OF FORT WORTH
FORT WO RT H®
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated:
12/29/2023
IApprovall
Spec No.
IClasssification
Manufacturer
Model No.
National Spec
Size
Water - Pines/PVC (Pressure Water) 33-31-70 (01/08/13)
AWWA C900, AW WA C605,
12/05/23
33-I1-12
PVC Pressure Pie
Vin loch PVC Pipe
DR14
ASTM D1784
V-16"
AWWA C900, AWWA C605,
12/OS/23
33-11-12
PVC Pressure Pipe
Vinyltech PVC Pipe
DR18
ASTM D1784
16"-18"
3/19/2018
33 11 12
PVC Pressure Pipe
Pipelife Jet Stream
DR14
AWWA C900
4"-12"
1 3/19/2018
3311 12
PVC Pressure Pipe
Pipelife Jet Stream
DR18
AWWA C900
16"-24"
1 5/25/2018
33 11 12
PVC Pressure Pipe
Diamond Plastics Comoration
DR 14
AWWA C900
4"-12"
5/25/2018
33 11 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 Manufacturing Co., Inc d/b/a JM Eagle
DR 14
ANSI/NSF 61
4"-28"
FM 1612
12/6/2018
33 11 12
PVC Pressure Pipe
J-M Manufacturing Co., Inc d/b/a JM Eagle
DR 18
" °
16"-24"
9/6/2019
33 11 12
PVC Pressure Pipe
Underground Solutions Inc.
DR14 Fusible PVC
AWWA C900
4" - 8"
9/6/2019
33 11 12
PVC Pressure Pipe
NAPCO(Westlake)
DR18
AWWA C900
16"-24"
9/6/2019
33 11 12
PVC Pressure Pipe
NAPCO(Westlake)
DR14
AWWA C900
4%12"
9/6/2019
33 11 12
PVC Pressure Pipe
Sanderson Pipe Corp.
DR14
AWWA C900
4%12"
Water - PlDes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)
07/23/92
EI-07
Ductile Iron Fittings
Star Pipe Products, Inc.
Mechanical Joint Fittings
AW WA C153 & C110
*
E1-07
Ductile Iron Fittings
Griffin Pipe Products, Co.
Mechanical Joint Fittin, @
AWWA C 110
*
E1-07
Ductile Iron Fittings
McWane/Tyler Pipe/ Union Utilities Division
Mechanical Joint Finings, SSB lass 350
AWWA C 153, C 110, C III
08/11/98
E1-07
Ductile Iron Fittings
Sigma, Co.
Mechanical Joint Finings, SSB Class 351
AWWA C 153, C 110, C 112
02/26/14
E1-07
MJ Fittings
Accucast
Class 350 C-153 MJ Finings
AWWA C153
4"-12"
05/14/98
E1-07
Ductile Iron Joint Restraints
Ford Meter Box Co./Uni-Flange
Uni-Flange Series 1400
AW WA C111/C153
4" to 36"
05/14/98
E1-24
PVC Joint Restraints
Ford Meter Box Co./Um-Flange
Uni-Flange Series 1500 Circle -Lock
AW WA C111/C153
4" to 24"
11/09/04
E1-07
Ductile Iron Joint Restraints
One Bolt, Inc.
One Bolt Restrained Joint Fitting
AWWA C111/C116/C153
4" to 12"
02/29/12
33-11-11
Ductile Iron Pipe Mechanical Joint Restraint
EBAA Iron, Inc.
Megalug Series 1100 (for DI Pipe)
AWWA C111/C116/C153
4" to 42"
02/29/12
33-11-11
PVC Pipe Mechanical Joint Restraint
EBAA Iron, Inc.
Megalug Series 2000 (for PVC Pipe)
AWWA C111/C116/C153
4" to 24"
08/05/04
E1-07
Mechanical Joint Retainer Glands(PVC)
Sigma, Co.
Sigma One-Lok SLC4 - SLC10
AW WA C111/C153
4" to 10"
03/06/19
33-11-11
Mechanical Joint Retainer Glands(PVC)
Sigma, Co.
Sigma One-Lok SLCS4 - SLCS12
AW WA C111/C153
4" to 12"
08/05/04
E1-07
Mechanical Joint Retainer Glands(PVC)
Sigma, Co.
Sigma One-Lok SLCE
AW WA C111/C153
12" to 24"
08/10/98
E1-07
MJ Fittings(DIP)
Sigma, Co.
Sigma One-Lok SLDE
AWWA C153
4" - 24"
10/12/10
E1-24
Interim Restrained Joint Svstem
S & B Techncial Products
Bulldog System ( Diamond Lok 21 & JM
ASTM F-1624
4" to 12"
08/16/06
E1-07
Mechanical Joint Fittings
SIP Industries(Serampore)
Mechanical Joint Fittings
AWWA C153
4" to 24"
11/07/16
33-11-11
Mechanical Joint Retainer Glands
Star Pipe Products, Inc.
PVC Stargnp Series 4000
ASTM A536 AW WA CI I I
11/07/16
33-11-I1
Mechanical Joint Retainer Glands
Star Pipe Products, Inc.
DIP Stargrip Series 3000
ASTM A536 AW WA CI I I
EZ Grip Joint Restraint (EZD) Black For DIP
03/19/18
33-11-I1
Mechanical Joint Retaner 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-I1
Mechanical Joint Retainer Glands
SIP Industries(Serampore)
DR14 PVC Pipe
ASTM A536 AW WA CI I I
4"-12"
EZ Grip Joint Restraint (EZD) Red for C900
03/19/18
33-11-I1
Mechanical Joint Retainer Glands
SIP Industries(Serampore)
DR18 PVC Pipe
ASTM A536 AW WA CI I I
16"-24"
Water - Pines/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)
Resilient Wedged Gate Valve w/no Gears
American Flow Control
Series 2500 Drawing # 94-20247
16"
12/13/02
Resilient Wedge Gate Valve
American Flow Control
Series 2530 and Series 2536
AWWA C515
30" and 36"
08/31/99
Resilient Wedge Gate Valve
American Flow Control
Series 2520 & 2524 (SD 94-20255)
AWWA C515
20" and 24"
05/18/99
Resilient Wedge Gate Valve
American Flow Control
Series 2516 (SD 94-20247)
AWWA C515
16"
10/24/00
E1-26
Resilient Wedge Gate Valve
American Plow Control
Series 2500 (Ductile Iron)
AWWA C515
4" to 12"
08/05/04
Resilient Wedge Gate Valve
American Flow Control
42" and 48" AFC 2500
AWWA C515
42" and 48"
05/23/91
E1-26
Resilient Wedge Gate Valve
American AVK Company
American AVK Resilient Seaded GV
AWWA C509
4" to 12"
01/24/02
E1-26
Resilient Wedge Gate Valve
American AVK Company
20" and smaller
*
E1-26
Resilient Seated Gate Valve
Kennedy
4" - 12"
*
E1-26
Resilient Seated Gate Valve
M&H
4" - 12"
*
E1-26
Resilient Seated Gate Valve
Mueller Co.
4" - 12"
11/08/99
Resilient Wedge Gate Valve
Mueller Co.
Series A2361 (SD 6647)
AWWA C515
16"
01/23/03
Resilient Wedge Gate Valve
Mueller Co.
Series A2360 for 18"-24" (SD 6709)
AWWA C515
24" and smaller
05/13/05
Resilient Wedge Gate Valve
Mueller Co.
Mueller 30" & 36", C-515
AWWA C515
30" and 36"
01/31/06
Resilient Wedge Gate Valve
Mueller Co.
Mueller 42" & 48", C-515
AWWA C515
42" and 48"
01/28/88
E1-26
Resilient Wedge Gate Valve
Clow Valve Co.
AWWA C509
4" - 12"
10/04/94
Resilient Wedge Gate Valve
Clow Valve Co.
16" RS GV (SD D-20995)
AWWA C515
16"
11/08/99
EI-26
Resilient Wedge Gate Valve
Clow Valve Co.
Clow RW Valve (SD D-21652)
AWWA C515
24" and smaller
11/29/04
Resilient Wedge Gate Valve
Clow Valve Co.
Clow 30" & 36" C-515
AWWA C515
30" and 36" (Note 3)
11/30/12
ReaihentW Gate Valve
eGate
Clow Valve Co.
Clow Valve Model 2638
AWWA C515
24" to 48" ote 3)
05/08/91
E1-26
Resilient Seat Valve
Stockham Valves & Finings
AWWA C 509, ANSI 420 - stem,
4" -
*
E1-26
Resilient Seated Gate Valve
U.S. Pipe and Foundry Co.
Met,,, a1250, requirements SPL #74
3" to 16"
10/26/16
33-12-20
Resilient Seated Gate Valve
EJ (East Jordan Iron Works)
IIIFlowMester Gate Valve & Boxes
08/24/18
Mateo Gate Valve
Matco-Norca
225 MR
AWWA/ANSI C115/An21.15
4" to 16"
* From Original Standard Products List 5
FORT WORTH..
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 12/29/2023
(Approval
Spec No. [Classsification Manufacturer
Water - PiDes alves & Fittings/Rubber Seated Batter Valve 33-12-21 (07/10/14)
Model No.
National Spec
Size
*
y
E1-30 Rubber Seated Butterfly Valve Hei ry Pratt Co.
AW WA C-504
24"
*
E1-30 Rubber Seated Butterfly Valve Mueller Co.
AW WA C-504
24"and smaller
1/11/99
E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co.
AW WA C-504
24" and larger
06/12/03
E1-30 Valmatic 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 1221 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson)
AW WA C504 Butterfly Valve
AW WA C-504
30"-54"
Water - Polvethvlene Encasement 33-11-10 (01/08/13)
05/12/05
E1-13 Polyethylene Encasment Fl—ol Packaging
Fulton Entemrises
AW WA C105
8 mil LLD
05/12/05
E1-13 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 - SamDlinE Station
03/07/23
33 12 50 l Water Sampling Station Eclipse
Number 88 , 12-inch Depth of Bury
As shown in spec. 33 12 50
Water - Automatic Flusher
HG6-A-IN-2-BRN-LPRR(Portable)
1.110
Automated Flushing System Mueller Hydroguard
HG2-A-IN--2-PVC-018-LPLG(Perinanent)
04/09/21
Automated Flushing System Kupferle Foundry Company
Eclipse #9800we
04/09/21
Automated Flushing System Kupferle Foundry Company
Eclipse #9700 (Portable)
The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical
Specifications for specific products, are included as part of the Construction Contract Documents, the regmrements of the Technical Specification w 11 override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's
Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water
Yellow Highlight indicates recent changes
* From Original Standard Products List
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 05/16/2024
9/9/2022
03 3000
Mix Design
American Concrete Company,
9/9/2022
03 3000
Mix Design
American Concrete Company
9/9/2022
03 30 00
Mix Design
American Concrete Company
9/9/2022
03 30 00
Mix Design
American Concrete Company
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Big D Concrete
9/9/2022
03 30 00
Mix Design
Big D Concrete
5/2/2023
32 13 13
Mix Design
Big D Concrete
9/9/2022
03 30 00
Mix Design
Big Town Concrete
9/9/2022
03 3000
Mix Design
Big Town Concrete
9/9/2022
03 30 00
Mix Design
Bronco Texas
9/9/2022
03 30 00
Mix Design
Bronco Texas
9/9/2022
03 30 00
Mix Design
Bunco Texas
9/9/2022
03 30 00
Mix Design
Bunco Texas
9/9/2022
03 30 00
Mix Design
Bunco Texas
9/9/2022
03 30 00
Mix Design
Bunco Texas
9/9/2022
03 3000
Mix Design
Bunco Texas
9/9/2022
03 3000
Mix Design
Bunco Texas
9/9/2022
03 30 00
Mix Design
Bunco Texas
9/9/2022
03 30 00
Mix Design
Bunco Texas
1/8/2024
03 30 00
Mix Design
Bunco Texas
4/1/2024
03 30 00
.is Design
Bunco Texas
4/1/2024
03 30 00
Mix Design
Bronco Texas
4/1/2024
03 3000
Mix Design
Bunco Texas
4/l/2024
03 30 00
mix Design
Bunco Texas
4/l/2024
03 30 00
Mix Design
Bpmco Texas
4/l/2023
0334 16
Mix Design
Bronco Texas
9/92022
03 30 00
Mix Design
Carder Concrete
9/92022
03 30 00
Mix Design
Carder Concrete
9/92022
03 30 00
Mix Design
Carder Concrete
9/9/2022
03 30 00
Mix Design
Carder Concrete
9/9/2022
03 30 00
Mix Design
Carder Concrete
9/9/2022
03 30 00
Mix Design
Cruder Concrete
9/9/2022
03 30 00
Mix Design
Carder Concrete
9/9/2022
03 30 00
Mix Design
Carder Concrete
9/9/2022
03 30 00
Mix Design
Charleys Concrete
9/9/2022
03 30 00
Mix Design
Charleys Concrete
9/9/2022
03 30 00
Mix Design
Charleys Concrete
9/9/2022
03 30 00
Mix Design
Charleys Concrete
9/9/2022
03 30 00
Mix Design
Charleys Concrete
9/9/2022
03 30 00
Mix Dow
Charleys Concrete
9/9/2022
03 30 00
Mix Design
Charleys Concrete
9/9/2022
03 30 00
Mix Design
Charleys Concrete
9/9/2022
03 3000
Mix Design
Charleys Concrete
9/9/2022
03 30 00
Mix Design
Charleys Concrete
9/9/2022
03 30 00
Mix Design
Charleys Concrete
9/9/2022
03 30 00
Mix Design
Charleys Concrete
9/9/2022
03 30 00
Mix Design
Chishohn Trail Redi Mu
9/9/2022
03 30 00
Mix Design
City Concrete Company
30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps
O1JAF382 1000 psi Concrete Base Material for Trench Repair
40CNF065 4000 psi Concrete for Manholes & Utility Structures
45CAF076 4500 psi Concrete for Hand Placed Paying
D10000001737 4500 psi Concrete for Hand Placed Paying
D10000001791 4500 psi Concrete for Hand Placed Paying
D10000001793 4500 psi Concrete for Hand Placed Paying
D10000001 t03 4500 psi Concrete for Hand Placed Paying
DIOOO0002 t07 4500 psi Concrete for Hand Placed Paying
D10000001273 4500 psi Concrete for Hand Placed Paying
D10000001617 3600 psi Concrete for Machine Placed Paving
D10000008381 4500 psi Concrete for BES Paving
D10000009857 50 psi Flowable Fill - CLSM
D1O000001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Chapel Liners, Sidewalks, Driveways, Curb & Gutter
D1O000010435 3000 psi Concrete for Sidewalks, Curbs
D10000015655 3000 psi Concrete an Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps
D1000001615 3600 psi Concrete an Inlets, Boxes, Encasement, Blocking
D10000001061 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking
D100000010835 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking
D10000001083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking
D10000001685 4000 psi Concrete for Valve Pads
DIOO00005751 750 Psi Concrete Base for Trench Repair
DIOOO0001681 4000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters
7SKGRT 3000 psi Concrete for Grouting
14500AE 4500 psi Concrete for High Early Strength Paving
CM14520AE 4500 psi Concrete for Hand Placed Paving
452065-1 4500 psi hand placed paving
450065-1 4500 psi hand placed paving
45U500BG 4500 psi Concrete Mix for Hand Placed Paying, Storm Structures
40U553BG 4000 psi Concrete Mix for Machine Placed Paving
55U120AG 4000 psi Concrete Mix for High Early Strength Paving
30U100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps
30U1O1AG 3000 psi Concrete Mix for Flatwork
30U500BG 3000 psi Concrete Mix for Blacking, Encasement, Curb Inlets, Junction Boxes, Fire Hydrant Pads, Driveways, Curb & Gutters,
Sidewalks, ADA Ramps
40U500BG 4000 psi Concrete Mix fm Storm Drain Structures, Driveways, Screen Walls, Collars
36U500BG 3600 psi Concrete Mu fin Llghti9 and Traffic Signal Fomdations
0BY450BA 800 psi Concrete Mix for Base fm�rench Repair
DlY690BF 100 psi Concrete Mix for Flowable Fill
36U502BG / 5.74 Sacks / 3,600 fsi Concrete Mu for Lighting & Traffic Signal Foundations
35U500BG 3500psi Concrete Mu f Crosswalks
30U500BG 3000psi Concrete Mu f Sidewalks
09Y450BA Grout
OIY690BF 100 PPh�si Concrete Mix to' Flowable Fill
lIU120AG 450ilpsi Concret Mix for 1lg�Early Strength 3000psina, 3 days
IOYH50BF 1000 psi Concrete Base Material f Trench Repair
FWCC602021 4500 psi concrete fin Hand Placed Paving
FWCC552091 3600 psi fr Machine Placed Paving
FWCC602091 3600 psi far Machine Placed Paving
FWCC359101 Flowable Fill - CLSM
FWFF237501 Flowable Fill - CLSM
FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches
FWCC502021 3500 psi concrete fin Sidewalks, Driveways, Ramps, Crib & Gutter
FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork
4142 3600 psi Concrete an Curb Inlets, Junction Boxes
4518 4000 psi Concrete for Headwalls, Wingwals
5167 3600 psi Concrete Mix for Machine Placed Paving
4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes
6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes
4502 3000 psi Concrete Mix f Sidewalks
3759 3000 psi Concrete Mix f Sidewalks
1502 150 phi Cwcrete f Flowable Fill-CLSM
1518 150 Psi Concrete for Flowable Fill-CLSM
5642 4000 psi Concrete fin Storm Drain Structures
6595 5000 psi Concrete Mix for Early Strength Paving
6589 4500 1 Concrete Mix for arly Strength Paving
C13020AE �i000 prsi Concrete for Driveways, Curb & Gutter
11-350-FF 50-15 psi Concrete for Flowable Fill-CLSM
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 05/16/2024
Concrete (Continued)
9/9/2022
03 3000
Mix Design
City Concrete Company
30HA251I 3000 psi Concrete for Rip -Rap
9/9/2022
03 3000
Mix Dcsgm
City Concrete Company
30HA201I 3000 psi Concrete Mix for Blacking, Sidewalks, Flatwork, Pads
9/9/2022
03 30 00
Mix Design
City Concrete Company
45NG25➢ 3600 psi Concrete Mix for Drilled Shafts/Lighting and Traffic Signal Foundations
9/9/2022
03 30 00
Mix Design
City Concrete Company
50QG251[ 3600 psi Slurry Displaced Drilled Shaft
9/9/2022
03 30 00
Mix Design
City Concrete Company
45NA201I4500 pat Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
City Concrete Company
36LA2011 3600 psi Concrete Mix for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
City Concrete Company
36JAOOI13600 psi Concrete Mix for Machine Placed Paying
9/9/2022
03 30 00
Mix Design
City Concrete Company
40LA2011 4000 psi Concrete Mix for Storm Drain Structures
11/16/2022
03 30 00
Mix Desrga
City Concrete Company
CLNG2511 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations
5/5/2023
03 30 00
Mix Design
City Concrete Company
CCNA25OAG 3600 psi Concrete for Drilled ShaOsLighting and Traffic Signal Foundations
5/5/2023
03 30 00
Mix Design
City Concrete Company
CSSQA25OAG 3,600 psi Concrete for Slurry Displacement Shafts, Underwater Shafts
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps
9/9/2022
0334 13
Mix Design
Cow Town Redi Mix
9 70 psi Flowable Fill - CLSM
9/9/2022
0334 13
Mix Design
Cow Town Redi Mix
9-5-2 70 psi Flowable Fill - CLSM
9/9/2022
0334 13
Ma Design
Cow Town Redi Mix
220-8 50 psi Concrete Mix for Flowable Fill - CLSM
9/9/2022
0334 13
Mix Design
Cow Town Redi Mix
320-8 50 psi Concrete Mix for Flowable Fill - CLSM
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
230-8 750 psi Concrete Base Material for Trench Repair
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
330-58 750 psi Concrete Base Material for Trench Repav
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TXDOT Returning Walls
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
260-1 3600 psi Concrete Mix for Headwalls
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
260-2 3600 psi Concrete Mix for Box Culverts, Headwalls
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
264-N 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
366 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
265 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
365 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
370-NC 4500 psi Concrete for HES Paving
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
370-lNC 5000 psi Concrete for HES Paving
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
375-NC 5000 psi Concrete for HES Paving
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
267 4200 psi Concrete Mix for Manholes and Drainage Structures
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
270 5000 psi Concrete Mix for Cast -in -Place Box Culverts
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
370 5000 psi Concrete Mix for Cast -in -Place Box Culverts
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mrx
255-2 3000 psi Concrete Mix for (Nets, Thrust Blocking, Concrete Encasement
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
257 3600 psi Concrete mix for Valley Gutters
11/14/2022
32 13 13
Mix Design
Cow Town Redi Mix
357-M 3600 psi Concrete Mix for Machine Placed Paving
9/9/2022
33 13 13
Mix Design
Cow Town Redi Mix
257-M 3600 psi Concrete Mix for Machine Placed Paving
9/9/2022
3413 13
Mix Design
Cow Town Redi Mix
260-M 4000 psi Concrete Mix for Machine Placed Paving
9/9/2022
35 13 13
Mix Design
Cow Town Redi Mix
360-M 4000 psi Concrete Mix for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
Cow Town Redr Mix
255-LP 3000 psi Concrete Mix for Curb & Gutter
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
355-LP 3000 psi Concrete Mix for Curb & Gutter
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
255 3500 psi Concrete Mix for Flotwork, Inlets, Thrust Blocking Concrete Encasement
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
355 3000 psi Concrete Mix for hilets, Thrust Blocking, Concrete Encasement
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs-TXDOT Class S-No Fly Ash
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
357 3600 psi Concrete Mix for Valley Gutters
5/l/2024
03 30 00
Mix Design
Cow Town Redi Mix
360-2DS 3600psi Concrete Mix for TXDOT Class C Drilled Shafts
6/21/2023
03 30 00
Mix Design
Cow Town Redi Mix
360-DS 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundation
1/18/2023
03 30 00
Mix Design
Cow Town Redi Mix
380-NC 4500 psi Concrete for HES Paying
1/29/2024
34 13 13
Mix Design
Estrada Ready Mix
4575AESC / 7.50 Sacks / 4,500 psi (3,000 psi @ 3-day) Concrete for HES Paying
1/29/2024
03 30 00
Mix Design
Estrada Ready Mix
R3050AEWR / 5.00 Sacks / 3,000 psi Concrete for Sidewalks, Ramps, Inlets, and Manholes
1/29/2024
03 30 00
Mix Design
Estrada Ready Mix
R3655AEWR / 5.50 Sacks / 3,600 psi Concrete for Headwalls, Wingwalls, and Culverts
1/29/2024
03 30 00
Mix Design
Estrada Ready Mix
R4060AEWR / 6.00 Sacks / 4,000 psi CQQp'"a", for B gQQ Slabs, Top Slabs, and Approach Slabs
2/6/2024
32 13 13
nix Design
Estrada Ready Mix
TD3655AEWR / 5.50 Sacks / 3,600 psi i, ncri for ac6me Placed Paving
1/29/2024
32 13 13
Mix Design
Estrada Ready Mix
R4560AEWR/ 6.00 Sacks / 4,500 psi Concrete for Hand Placed Paving
2/21/2024
03 30 00
Mix Design
Estrada Ready Mix
R36575AEWR / 5.76 Sacks / 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
9/9/2022
03 30 00
Mix Design
GCH Concrete Services
GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Drain Structures
9/9/2022
03 30 00
Mix Design
GCH Concrete Services
GCHVS 4000 psi Concrete for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
GCH Concrete Services
GCH4500 4500 psi Concrete Hand Placed Paying
9/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-056PS5D5 4000 psi Concrete Machine Placed Paving
9/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
higram Concrete & Aggregates
2MWR- I OMQS50N 4500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
higram Concrete & Aggregates
16IPS5EM 4500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 05/16/2024
cnoere,wcnn inued)
4/7/2023
03 3000
mix Design
Ingram Concrete & Aggregates
1OLQS50N 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
9/9/2022
03 3000
Mix Design
Ingram Concrete & Aggregates
161PS5EM 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Holcrm - SOR, Inc.
5177 3000 psi Concrete Mix for Sidewalks
9/9/2022
03 30 00
Mix Design
Holcrm - SOR, Ina
1261 3000 psi Concrete Mix for Sidewalks
9/9/2022
4 30 00
Mix Design
Holcrm - SOR, Ina
2125 4500 psi Concrete for HES Paving
9/9/2022
03 30 00
Mix Design
Holcrm - SOR, Ina
1701 4000 psi Concrete Mix for Storm Dram Structures, Sanitary Sewer Manholes, Junction Box
9/9/2022
03 30 00
Mix Design
Holcrm - SOR, Inc.
5409 4000 psi Concrete Mix for Sidewalks, Inlets
9/9/2022
03 30 00
Mix Design
Holcrm - SOR, Inc.
5507 4500 psi Concrete Mix for Hand Placed Paving
12/15/2022
3 30 00
Mix Design
Holcrm - SOR, hie.
3741 100 psi concrete for flowable fill/CSLM
9/9/2022
04 30 00
Mix Design
Holcrm - SOR, hie.
5017 200 psi Concrete for Base Material for Trench Repair
9/9/2022
03 30 00
Mix Design
Holcrm - SOR, hie.
9600 3600 psi Concrete for Drill Shafts/Lighting and Traffic Signal Foundations
9/9/2022
03 30 00
Mix Design
Holcrm - SOR, hie.
1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving
12/5/2022
4 30 00
Mix Design
Holcrm - SOR, hie.
1822 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
4/2/2024
3 30 00
Mix Design
Holcrm - SOR, Inc.
5940 3600psi Concrete for Machine Placement
9/9/2022
03 30 00
Mix Design
Holcrm - SOR, Inc.
1859 4000 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
4/2/2024
03 30 00
MixDesign
Holcrm - SOR, Inc.
5940-1 4000psi Concrete f Hand Placement
9/9/2022
03 30 00
Mix Design
Holcrm - SOR, hie.
1551 3000 psi Concrete Mix for Blocking
4/7/2023
03 30 00
Mix Design
Liquid Stone
C301D 3,000 psi Concrete for Sidewalks, Approaches, and Driveways.
4/27/2023
03 30 00
Mix Design
Liquid Stone
C361DNFA 3,600 psi Concrete for Remaining wall, driveway, junction box apron, approach
4/7/2023
03 30 00
Mix Design
Liquid Stone
C361DHR 3,600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations
1/24/2023
03 30 00
Mix Design
Liquid Stone
C45IDHR-A 4500psr Concrete for HES Paving
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2132214 3,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
D9490SC 3,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2131214 3,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2131314 3,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2136014 3,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2136214 3,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2141224 4,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2141024 4,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2136224 3,600 psi Concrete for Curb Inlets
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blacking & Encasement
9/9/2022
03 30 00
Mix Design
Martin Manetta
FLOW25A 50 psi Concrete for Flowable Fi1VCLSM
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls
9/9/2022
03 30 00
Mix Design
Martin Manetta
R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement
9/9/2022
03 30 00
Mix Design
Martin Marietta
R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures
11/2/2022
32 13 13
Mix Design
Martin Marietta
Q2141N27 4,000 psi Concrete for Machine Placed paving
11/2/2022
3213 13
Mix Design
Martin Marietta
Q2141K30 4,000 psi Concrete for Machine Placed Paving
11/2/2022
3213 13
Mix Design
Martin Marietta
R2146N36 4,500 psi Concrete for Hand Placed Paving
11/15/2022
33 13 13
Mix Design
Martin Marietta
R2146K36 4,500 psi Concrete for Hand Placed Paving
11/15/2022
34 13 13
Mix Design
Martin Marietta
R2146P36 4,500 psi Concrete for Hand Placed Paving
11/2/2022
32 13 13
Mix Design
Martin Marietta
R2146K36 4,500 psi Concrete for Hand Placed Paving
11/2/2022
32 13 13
Mix Design
Martin Marietta
R2146N35 / 6.11 sacks / 4,500 psi concrete for Hand Place Paving, Wets, Manholes, Headwalls
11/2/2022
32 13 13
Mix Design
Martin Marietta
R2146K34 4,000 psi Concrete for Wets, Manholes, Headwalls
11/2/2022
32 13 13
Mix Design
Martin Marietta
R214IN24 4,000 psi Concrete for Sidewalks and Ramps
11/2/2022
32 13 13
Mix Design
Martin Marietta
R214IK24 4,000 psi Concrete for Junction Boxes, Sidewalks and Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2146038 4,500 psi Concrete for Inlets, Storm Drum Structures
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2146042 4,500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2146242 4,500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2146236 4,500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Martin Marietta
D9493SC 4,500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2147241 4,500 psi Concrete for Hand Placed Paving
4/1/2023
32 1320
Mix Design
Martin Marietta
R2136N14 / 5.00 sacks / 3,000 psi concrete for Sidewalks
4/1/2023
03 30 00
Mix Design
Martin Marietta
R2146P33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck
4/1/2023
03 30 00
Mix Design
Martin Marietta
R2146033 4,000 psi Concrete for Riprap
4/7/2023
32 1320
Mix Design
Martin Marietta
R2136K14 3,000 psi concrete for sidewalks and ramps
4/7/2023
32 13 13
Mix Design
Matra Marietta
R2161K70 6,000 psi (3,000 psi (o, 24 his.) for HIS Paving
4/1/2023
03 30 00
Mix Design
Martin Marietta
310LBP 3,600 psi Concrete for Retaining Walls
5/22/2023
32 13 13
Ma Design
Martin Marietta
R2146K37/6.22 sack / 4,500 psi Concrete for Hand Placed Paving
4/1/2023
03 30 00
Mix Design
Martin Marietta
R2141030 4,000 psi Concrete f Ripmp
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 05/16/2024
cnneeetwcnn inued)
5/3/2023
03 3000
Mix Design
Martin Marietta
M7842344 4,000 psi Concrete for Bridge Deck
6/1/2023
32 1320
Mix Design
Martin Marietta
R2136R20 3,000 psi Concrete for Sidewalks and Ramps
6/1/2023
32 1320
Mix Design
Martin Marietta
R2136N20 3,000 psi Concrete for Sidewalks and Ramps
6/27/2023
03 30 00
Mix Design
Martin Marietta
U2146N41 / 6.44sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Traffic Signal Foundations
6/27/2023
03 30 00
Mix Design
Martin Marietta
U2146K45 / 6.65 sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Trafic Signal Foundations
8/4/2023
03 30 00
Mix Design
Martin Marietta
U2146R41 / 6.44 sacks / 4,500 psi Concrete for Drilled Piers/Light Pole bases.
8/4/2023
03 30 00
Mix Design
Martin Marietta
R2136R14 / 5.00 sacks / 3,500 psi Concrete for Sidewalks and Ramps
8/4/2023
32 1320
Mix Design
Martin Marietta
R2141R24 / 5.53 / 4,000 psi Concrete for location Box, Box Culvert, Sidewalks and Ramps.
8/4/2023
03 30 00
Mix Design
Martin Marietta
R2146R35 / 6.11 / 4,500 psi Concrete for Inlets, Manholes, and Headwalls
8/4/2023
32 13 13
Mix Design
Martin Marietta
R2146R36 / 6.17 / 4,500 psi Concrete for Hand Placed Paying
8/30/2023
03 30 00
Mix Design
Martin Marietta
R2141R30 / 5.85 SK / 4,000 psi Concrete for Box Culverts & Headwalls
8/4/2023
32 13 13
Mix Design
Martin Marietta
Q2141R27 / 5.69 sacks / 4,000 psi Concrete for Machine Placed Paying
11/20/2023
03 30 00
Mix Design
Martin Marietta
R2146R33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes
11/20/2023
03 30 00
Mix Design
Martin Marietta
R2146K33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes.
12/22/2023
32 13 13
Mix Design
Martin Marietta
R2146R44 / 6.60 Sacks / 4,500 psi Concrete Mix for Hand Placed Paving
12/22/2023
32 13 13
MixDesign
Martin Marietta
R2146K44 / 6.60 Sacks / 4,500 psi Concrete Mix f Hand Placed Paying
9/9/2022
32 13 20
Mix Design
NCS Reds Mix
NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalk
9/9/2022
03 30 00
Mix Design
NBR Ready Mix
TX C-YY 3000 psi Concrete Mix I Curb Inlets
9/9/2022
03 30 00
Mix Design
NBR Ready Mix
TX C-NY 3000 psi Concrete Mix f Curb Inlets
9/12/2023
03 30 00
Mix Design
NBR Ready Mix
CLS Pl-YY / 6.00 Sack / 4,000 psi Concrete for Collins, Manholes, Box Culverts
10/4/2023
03 30 00
Mix Design
NBR Ready Mix
CLS A-YY / 5.00 Sack / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter
10/4/2023
03 30 00
Mix Design
NBR Ready Mix
CLS A -NY/ 5.00 Sack / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter
10/4/2023
32 13 13
Mix Design
NBR Ready Mix
TX C SF-YY / 5.50 Sack / 3,600 psi Concrete for Machine Placed Paying
10/4/2023
32 13 13
Mix Design
NBR Ready Mix
TX C SF -NY 5.50 Sack / 3,600 psi Concrete for Machine Placed Paving
10/4/2023
32 13 13
Mix Design
NBR Ready Mix
CLS P2-YY / 6.50 Sack / 4,500 psi Concrete for Hand Placed Paying
10/4/2023
32 13 13
Mix Design
NBR Ready Mix
CLS P2-NY / 6.50 Sack / 4,500 psi Cornm a for Hand Placed Paving
10/4/2023
0334 13
Mix Design
NBR Ready Mix
FTW FLOW FILL / 150 psi concrete for Plowable
4/15/2024
03 3000
Mix Design
NBR Ready Mix
TX S-NY / 5.50 Sack / 4000psi Concrete Mix for Class S Slab Paying - No Fly Ash
4/15/2024
03 30 00
Mix Design
NBR Ready Mix
TX S-YY / 4.50 Sacks / 4000psi Concrete Mix for Class S Slab Paying
10/4/2023
32 1320
Mix Design
NBR Ready Mix
TX E-NY / 470 Sack / 3000psi Concrete for Sidewalks, Thrust, Curbs, CIP
4/15/2024
03 30 00
Mix Design
NBR Ready Mix
F0020022 / 2.5 Sack / 150psi Concrete for Flow Fill
7/10/2023
03 30 00
Mix Desing
Osbum
30A50MR / 5 SK / 3,000 psi Concrete for Sidewalk
7/10/2023
32 13 13
Mix Design
Osbum
45A60MR / 6 SK / 4,500 psi Concrete for Hand Placed Paying
1/24/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM6320ABP 4500 psi Concrete for Hand Placed Paying
1/24/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps
1/18/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM6020ASS 4000 psi Concrete for Strom Drain Structures
1/18/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM5320A 3000 psi Concrete for Blocking
1/18/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM5020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps
9/9/2022
03 30 00
Mix Design
Redi-Mix
DCA2E554 3000 psi Concrete Mix for Rip Rap
9/9/2022
03 30 00
Mix Design
Redi-Mix
VOJ11524 3000 psi Concrete Mix for Curb & Gutter
9/9/2022
03 34 13
Mix Design
Redi-Mix
FOC10021 215 psi Flowable Fill - CLSM
9/9/2022
03 30 00
Mix Design
Redi-Mix
l OJ11524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
Redi-Mix
l OJ11504 3000 psi Concrete Mix for Sidewalks
9/9/2022
03 30 00
Mix Design
Redi-Mix
1 OL11504 / 6.00 Sack / 4,000 psi Concrete Mix for Sidewalks, Curb & Gutter, Sewer Manhole, Inlets, & Junction Boxes
9/9/2022
03 30 00
Mix Design
Redi-Mix
IOL11524 / 6.00 Sack / 4,000 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls
9/9/2022
03 30 00
Mix Design
Redi-Mix
IRJ11524 3500 psi Concrete Mix for Thrust Block, Valve Pads
9/29/2022
03 30 00
Mix Design
Redi-Mix
IOL21524 4000 psi Concrete Mix for Manholes
9/9/2022
03 30 00
Mix Design
Redi-Mix
15611524 4000 psi Concrete Mix for Cast-m-Place Storm Drum Structures
9/9/2022
03 30 00
Mix Design
Redi-Mix
IOL115E4 3600 psi Concrete Mix for Bridge substitictures
9/9/2022
03 30 00
Mix Design
Redi-Mix
156115D4 4000 psi Bridge Slabs
9/9/2022
0334 13
Mix Design
Redi-Mix
F35238VN 100 psi Flowable Fill - CLSM
9/9/2022
0334 13
Mix Design
Redi-Mix
FOD138 VM 100 psi Flowable Fill - CLSM
9/9/2022
0334 13
Mix Design
Redi-Mix
I OR 1554 3000 psi Concrete Mix for Rip -Rap
9/9/2022
03 30 00
Mix Design
Redi-Mix
POG138K9 1000 psi Concrete Mix f Trench Repair Base Material
9/9/2022
03 3000
Mix Design
Redi-Mix
1 OKI 1524 3600 psi Concrete Mix for Encasement
9/9/2022
03 30 00
Mix Design
Redi-Mix
1 OKI 1507 4500 psi (2600 psi to, 24 his.) Concrete Mix for HES Paving
9/9/2022
03 30 00
Mix Design
Redi-Mix
1 OKI 1504 5000 psi (3600 psi to, 2 days) Concrete Mix for HES Paving
9/9/2022
03 30 00
Mix Design
Redi-Mix
50KI 1524 3600 psi Concrete Mix for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
Redi-Mix
1OMI 15D4 4500 psi Concrete Mix for Hand Placed Paying, Storm Drain Structures
9/9/2022
03 30 00
Mix Design
Redi-Mix
1OM11524 4500 psi Concrete Mix for Hand Placed Paying
9/9/2022
03 30 00
Mix Design
Redi-Mix
1OM11504 4500 psi Concrete Mix for Hand Placed Paying
9/9/2022
03 30 00
Mix Design
Redi-Mix
145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures
11/2/2022
03 30 00
Mix Design
Redi-Mix
145P25P4 4500 psi Concrete for Storm Drain Structures
12/5/2022
03 30 00
Mix Design
Redi-Mix
IOKI 15C4 3500 psi Concrete for Thrust Block, Valve Pads
12/5/2022
03 30 00
Mix Design
Redi-Mix
156115C4 4000 psi Concrete for COP Storm Drain Structures
12/5/2022
03 30 00
Mix Design
Redi-Mix
1 OL115C4 3600 psi Concrete for Manhole, hilet, Junction Box, Headwall
5/15/2023
03 30 00
Mix Design
Redi-Mix
80LI 15D5 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
5/15/2023
03 30 00
Mix Design
Redi-Mix
ION115136 Slurry Displacement Shafts, Underwater Drilled shafts
9/9/2022
0334 13
Mix Design
SRM Concrete
30000 3,000 psi Concrete for Sidewalk and Ramps, Curb & Gutter
9/9/2022
0334 13
Mix Design
SRM Concrete
40050 4,000 psi Concrete fin Headwalls, Retaining Wall, Collars
9/9/2022
03 30 00
Mix Design
SRM Concrete
35023 3,600 psi Concrete f Machine Placed Paving
9/9/2022
03 30 00
Mix Design
SRM Concrete
40068 3,600 psi Concrete for Machine Placed Paving
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 05/16/2024
crncee.wcpr inued)
9/9/2022
03 3000
Mix Design
SRM Concrete
45300 4,500 psi Concrete for Hand Placed Paying
9/9/2022
03 3000
Mix Design
SRM Concrete
45000 4,500 psi Concrete for Hand Placed Paying
9/9/2022
03 30 00
Mix Design
SRM Concrete
40326 4,500 (3,00 @ 3-days) psi Concrete for HES Paving
9/9/2022
03 30 00
Mix Design
SRM Concrete
35022 3,600 psi Concrete for Junction Box, Retaining Walls
9/9/2022
03 30 00
Mix Design
SRM Concrete
30050 3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp
2/10/2023
03 30 00
Mix Design
SRM Concrete
50310 5,000 psi Concrete for HES Paving
1/13/2023
32 13 13
Mix Design
SRM Concrete
45023 4,500 pat Concrete for Hand Placed Paying
4/l/2024
03 30 00
Mix Design
SRM Concrete
906 400psi Concrete for Flowable Fill
4/l/2024
03 30 00
Mix Design
SRM Concrete
904 150pat Concrete for CLSM Trench Repair
4/l/2024
03 30 00
Mix Design
SRM Concrete
910 150pst Concrete for CLSM
4/l/2024
03 30 00
Mix Design
SRM Concrete
45050 4500psi Concrete
5/5/2023
03 30 00
Mix Design
SRM Concrete
D100008553CB 4,000 psi Concrete for Bdudge Approach Slab, Deck Slab
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW60ABP 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW6020ABP 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
TCFW6020AEP 4500 psi Concrete Mix for Hand Placed Paying
9/9/2022
03 30 00
MixDesign
Tarrant Concrete
FW7520AMR 4500 (3000 psi 3-days) psi Concrete HES Paying
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW6520AMR 4500 (3000 psi (07, 3-days) psi HES Paying
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5520AMP 3600 psi Concrete for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5320A 3000 psi Concrete Mix for Blocking
9/9/2022
0334 13
Mix Design
Tarrant Concrete
l WFF150CLSM 50-150 psi plowable Fill - CLSM
9/9/2022
0334 13
Mix Design
Tarrant Concrete
FWFF275 50-150 psi plowable Fdl - CLSM
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW6020A2 4000 psi Concrete Mix for Stotm Dram Structures
10/10/2022
03 30 00
Mix Design
Tarrant Concrete
TCFW6025A2 4000 psi Concrete for Manholes
10/10/2022
03 30 00
Mix Design
Tarrant Concrete
TCFW5020A 3000 psi Concrete for Sidewalks
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
Titan Ready Mix
3020AE 3000 psi Concrete for Sidewalks
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
CP5020A 3000 psi Concrete Mix for Curb and Gutter
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp
9/9/2022
03 30 00
Mix Design
Titan Ready Mix
TRC4520 4500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
True Grit Redi Mix
270.230 5000 psi Concrete for Hand Placed Paying
9/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0250.2301 3000 psi Conner Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
True Grit Redt Mix
0260.2302 4000 psi Concrete Mix for Machine Placed Paying
9/9/2022
03 30 00
Mix Design
True Grit Redt Mix
0255.2301 3600 psi Concrete Mix for Machine Placed Paying
9/9/2022
03 30 00
Mix Design
True Grit Redt Mix
0260.2301 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
True Grit Redt Mix
0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving
11/30/2023
32 13 13
Mix Design
Wildcatter Redi-Ma
3620AI / 6.00 Sacks / 3,600 psi Concrete Mix for Machine Placed Paving
11/20/2023
32 13 13
Mix Design
Wildcatter Redi-Ma
4520AI / 6.50 Sacks / 4,500 psi Concrete Mix for Hand Placed paving
11/20/2023
03 30 00
Mix Design
Wildcatter Redi-Ma
3020AI / 5.00 Sacks / 3,000 psi Concrete Mix for and Inlets
4/l/2024
033000
Mix Design
Wildcatter Redi-Mix
QSi{d(ewaplkks
e Mix to F
517 Sacks
11/30/2023
03 30 00
Mix Design
Wildcatter Redt-Ma
4020AI / 6.00 Sacks / 4,000 psi Concrret Mix for 3�idewalks anri iiriets
9/9/2022
03 30 00
Mix Design
Wise Redi Mix
3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations
A4Qp�lt Pavi`E
9/9/2022
32 12 16
Ma Design
Austin Asphalt
FT5D137965 PG64-22 Two D Fine Surface
9/9/2022
32 12 16
Mix Design
Austin Asphalt
DA513135965 PG64-22 Type D Fine Surface
9/9/2022
32 12 16
Mix Design
Austin Asphalt
FT5B117965 PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Design
Austin Asphalt
FTIBI39965 PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Design
Austin Asphalt
FT1B117.2 PG64-22 Type B Fine Base
5/l/2024
32 12 16
Mix Design
Reynolds Asphalt
340-DG-B PG64-22 Type B Base Course
9/9/2022
32 12 16
Mix Design
Reynolds Asphalt
1901D PG64-22 Type D Fine Surface
9/9/2022
32 12 16
Mix Design
Reynolds Asphalt
1112B PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Design
Reynolds Asphalt
1612B PG64-22 Type B Fine Base
11/20/2023
32 12 16
Mix Design
Reynolds Asphalt
21OLD PG64-22 Type D Fine Surface
9/9/2022
32 12 16
Mix Design
Surmount Paying
341DV6422 PG64-22 Type D Fine Surface
11/26/2022
32 12 16
Mix Design
Surmount Paying
340DV6422 PG64-22 Type D Time Surface
12/5/2022
33 12 16
Mix Design
Surmount Paying
3076BV6422 PG62-22 Type B Fine Base
9/9/2022
32 12 16
Mix Design
Surmount Paying
34 1 -BRAP6422ERG PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Design
TXBIT
37-211305-20 PG64-22 Type B Time Base
9/9/2022
32 12 16
Mix Design
TXBIT
44-211305-17 PG64-22 Type B Time Base
9/9/2022
3212 16
Mix Design
TXBIT
211305 (1757) PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Design
TXBIT
222475 (1857) PG64-22 Type D Time Surf
9/9/2022
32 12 16
MrxDesign
TXBIT
29-222475-19 PG64-22 Type D Fme Surf
9/9/2022
32 12 16
Mix Design
TXB1T
1-222475-20 PG64-22 Type D Fme Surf
9/9/2022
32 12 16
Mix Design
TXBIT
64-224125-18 PG70-22 Type D Fme Surf
9/9/2022
32 12 16
Mix Design
TXBIT
12-222475-19 PG64-22 Type D Fme Surf
4/1/2024
lit 12 16
Mix Design
YkBIT
344 MAC-SP-D 70-22YR SAC A-R Type D Fine Surface
Detectable W����q� Surface
9/9/2022
321320
DWS-Pavers
Pine Hall Brick (Winston Salem, NC)
Tactile Pavers
9/9/2022
321320
DWS-Pavers
Western Brick Co. (Houston, TX)
Detectable Warning Pavers
9/9/2022
321320
DWS-Composite
Engineered Plastics, Inc.(Williamsville, Armor Tile
9/9/2022
32 1320
DWS - Composite
ADA Solutions (Wilmington, MA)
Heritage Brick CIP Composite Paver
4/7/2023
321320
DWS-Pavers
ADA Solutions( Wilmington, MA)
Detectable Warning Pavers
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 05/16/2024
SWcane Joint Sealant
9/9/2022 32 13 73 Joint Sealant Dow 890SL - Cold Applied, Single Component, Silicone Joint Sealant FTM D1193
9/9/2022 32 13 73 7oint Sealant Tremco 900SL - Cold Applied, Single Component, Silicone Joint Sealant TMD5893
9/9/2022 32 13 73 7oint Sealant Pecora 300SL -Cold Applied, Single Component, Silicone Joint Sealmt TMD5893
9/9/2022 32 1373 Joint Sealant Crok. RodSaver Silicone - Cold Applied, Single Continuator, Silicone Joint Sealant TM D5893
Utili�% Trench Embedment Sand
9/9/2022
133 US 10
1 Embedment Sand
Silver CreekMatedals
Utility Embedment Sand
ASTM C33
9/9/2022
13305 10
Embedment Sand
Crouch Materials
Utility Embedment Sand
ASTM C33
9/9/2022
13305 10
Embedment Sand
F and L Dirt Movers
Utility Embedment Sand
ASTM C33
9/9/2022
33 OS 10
Embedment Sand
F and L Dirt Movers
Utility Embedment Sand
ASTM C33
9/9/2022
33 05 10
Embedment Sand
Ti. Top Martin Marietta
Utility Embedment Sand
ASTM C33
Storm Sewer -
Manholes & Bases/Frames &
Covers/Standard (Round) 33-05-13
9/28/2018
33 05 13
Ma" -le Frames "rd Covers
AccuCast (Gowvl Steel Comp.W, LTD)
MHRC #220605 (Size **24" Dia)
ASTM A48 AASHTO M306
912.018
33 05 13
Manhole Cover
Neenah Foundry
NF-1274-T91 (Size - 32" Dia.)
ASTM A48 AASHTO M306
9/28/2018
33 05 13
Manhole Fames and Covers
Neenah Foundry
NF-1743-LM (Hinged) (Size - 32" Dia.)
ASTM A48 AASHTO M306
9/28/2018
3305 13
Manhole Fame
Neenah Foundry
NF-1930-30 (Size - 32.25" Dia.)
ASTM A48 AASHTO M306
9/28/2018
3305 13
Manhole Formes and Covers
Neenah Foundry
R-17743-HV (Size - 32" Dia.)
ASTM A48 AASHTO M306
4/3/2019
3311 13
Manhole Frames and Covers
SIP Industries++
2279ST (Size - 24" Dia.)
ASTM A48 AASHTO M306
4/3/2019
33 05 13
Manhole Frames and Covers
SIP Industries++
2280ST (Size - 32" Dia.)
ASTM A48 AASHTO M306
10/8/2020
3305 13
Manhole Frames and Covers
EJ ( Formally East Jordan ]ion Works)
EJ1033 Z2/A (Size - 32 25"Dia.)
ASTM A536 AASHTO M306
**Noh: Agnew
development and new insmQatian mankole Qds sba)
mete &e minimum ]a -inch opening requirement err speehed in Ctiry Spxifrrodon 33 a5I3. Any smaller opening sizes wtll only be dbwed far eaisdng manbaks &m require repWremenl flames and rovers
Storm Sewer -
later & Structures 33-05-13
10/8/2020
33 49 20
Curb Wets
Fonenra
FRT-100405-PRECAST** (Size - 10' X 3)
ASTM C913
10/8/2020
33 49 20
Curb Inlets
Forterrra
FRT-IOx3-406-PRECAST** (Size - BYX 39
ASTM C913
10/8/2020
334920
Curb Inlets
Fortenra
FRT-IOx4.5407-PRECAST**(Size-10'X 4.5"
ASTM C913
10/8/2020
334920
Cub Inlets
Fonenra
FRT-IOx4.S-02`nn0{pp-P����RE`�pp,sCG`GASTTTPQ**pye(Size-10'X 4.5)
ASTM C913
10/8/2020
333920
Manhole
Forlenra
FRT-4X4-07-PRESASj-BASESiSize44'X41
ASTM C913
10/8/2020
333920
Manhole
Forterna
FRT-SX5.41 - ps TP (Size-5'X 5)
ASTM C913
10/8/2020
333920
Manhole
Fortenra
FRT-SX5-410-� A-BA��(Size-5'X5)
ASTM C913
10/8/2020
333920
Manhole
Forienra
FRT-6X6.411-PRECAST-TOP(Sin -6'X 69
ASTM C913
10/8/2020
333920
Manhole
Fortema
FRT-6X6411-PRECAST-BASH (Size - 6' X 6)
ASTM C913
3/19/2021
33 49 20
Curb Inlets
Thompson Pipe Group
TPC-1 OX3405-PRECAST INLET** (Size - 10' X 3�
ASTM 6l5
3/19/2021
33 49 20
Curb Inlets
Thompson Pipe Group
TPC-15X3405-PRECAST INLET** (Size - 1T X 31
ASTM 6l5
3/19Y22021
33 49 20
Curb Inlets
Thompson Pipe Group
TPG-20X3405-PRECAST INLET** (Size - 20' X 71
ASTM 6l5
3/19Y102 L
33 39 20
Manhole
Thompson Pipe Group
TPG4X4409-PRECAST TOP (Size - 4' X 41
ASTM 615
3/19/2021
33 39 20
Mavholt
Thompson Pipe Group
TPG4X4409-PRECAST BASE (Size - 4' X 49
ASTM 6l5
3/19/2021
333920
Manhole
Thompson Pipe Group
TPG4X4412-PRECAST 4-FT RISER (Size - 4'X 41
ASTM 6l5
3/19/2121
333920
Manhole
Thompson Pipe Group
TPG5X5410-PRECAST TOP (Size - TX 5)
ASTM 6l5
3/19/2021
3339 20
Manhole
Thompson Pipe Group
TPC-5X5410-PRECAST BASE (Size - 5' X 59
ASTM 6l5
3/19/2021
3333910
Manhole
Thompson Pipe Group
TPG-5X5412-PRECAST 5-FT RISER (Size - 5' X 59
ASTM 6l5
3/19/2021
33 9 20
Mants, c
Thompson Pipe Group
TPG6X641 t-PRECAST TOP (Size - 6' X 61
ASTM 615
3/19/2021
33 39 20
Mavholc
Thompson Pipe Group
TPG-6X641 l-PRECAST BASE (Size - 6' X 6�
AS 615
3/19/2021
3 39 20
333920
Manhole
Thompson Pipe Group
TPG-6X6-012-PRECAST 6-PT RISER (Size - 6' X 6�
AS 615
3/19/2021
333920
Manhole
Thompson Pipe Group
TPG-7X7-01l-PRECAST TOP (Size - TX 73
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-7X7-011-PRECAST BASE (Size - TX 71
AS 615
3/19/2021
33 39 20
Manhole
Thumps0. Pipe Group
TPG-7X7412-PRECAST 4-FT RISER (Size - TX 71
ABTM 615
3/19/2021
33 39 20
Manhole
Thump s0. Pipe Group
TPG-8X8-411-PRECAST TOP (Size - 8' X 8'1
ABTM 611
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-8X8-011-PRECABT BASE (Size - 8' X 8�
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-8X8-012-PRECABT 5-FT RISER (Size - 8' X 8)
ABTM 611
3/19/2021
334920
Drop Inlet
Thompson Pipe Group
TPG4X4408-PRECAST INLET (Size - 4' X 49
AS 615
3/19/2021
334920
Drop Inlet
Thompson Pipe Group
TPG-SX5408-PRECABT INLET (Size - 5' X 5)
ABTM 615
3/19/2021
334920 20
DroQQ Inlet
Thompson Pipe Group
TPG-6X6408-PRECAST INLET (Size - 6' X 69
ABTM 615
1/28/2021
33 49 10
Manhole
Oldeastle
Precast 4' x 4' Stacked Manhole (Size - 4' X 49
AS C478
8/28/2023
33 49 10
Manhole
Oldeastle
Precast 5' x 8' Storm Jose= Box (Size - 5' X 8�
ASTM C478
8/28/2023
3349 10
Manhole
Oldcastle
Precast 4' x 4' Srovn Jose ion Box (Size - 4' X 411
ASTM C478
8/28/2023
33 49 l0
Manhole
Oldcaad
Precast 5' x 5' Srovn lmiction Box (Size - 5' X 5�
ASTM C478
8/28/2023
33 49 l0
Manhole
Oldcmtle
Precast 6' x 6' Stovn Jose ion Box (Size - 6' X 611
ASTM C478
8/28/2023
33 49 l0
Manhole
Oldeastle
Precast 8' x 8' Stonn Junction Box Base (Size - 8' X 8)
ASTM C478
8/28/2023
33 49 l0
Manhole
Oldcastle
Precast 5' x 8' Stonn ]unction Box Base (Size - 5' X 8�
ASTM C478
8/28/2023
3349 l0
Manhole
Rinker Materials
Reinforoed 48" Diameter Spread Footing Manhole (Size - 4' X 4)
ASTM C433
8/28/2023
33 39 20
Curb Toler 10'x 3' Riser
Thompson Pipe Group
Inlet Riser (Size - 3 FT)
ASTM C913-16
8/28/2023
33 39 20
Curb Inlet 15'x 3' Riser
Thompson Pipe Group
Inlet Riser (Size - 3 FT)
ASTM C913-16
8/28/2023
333920
Curb Inlet 20'. 3' Riser
Thompson Pipe Group
Inlet Riser (Size - 3 FT)
ASTM C913-16
1/12/2024
33 49 20
Drop Inlet
AmndTex Pipe &Products
Drop Inite (4' X 4T
ASTM C913
1/12/2024
33 49 20
Drop Inlet
AmtriTee Pipe &Products
Drop Inite (5' X 53
ASTM C913
1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
Precast 4k4' Storm Junction Box
ASTM C913
1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
Precast 57d' Storm Junction Be,
ASTM C913
1/19/2024
33492 20
Manhole
AmeriTex Pipe &Products
5' Precast Tansition MH (4' MH on the top of 5' JB)
ASTM C913
1/19/2024
334920
Manhole
Annuffex Pipe &Products
Precast 6h6' Storm Junction Be,
ASTM C913
1/19/2024
3334992 0
Manhole
AmeriTex Pipe due
6' Precast Tansitiou MH (4' MH on the top of 6' JB)
AsC913
1/19/2024
3420
Manhole
AmenTex Pipe &Pmducrs
Precast SM' Stomr Jonetion Box
AKAI C913
1/19/2024
3 49 20
334920
Manhole
Arn-Tex Pipe &Products
8' Precast Tansition MH (4' MH on the top of 8' JB)
ASTM C913
1/19/2024
**Noce:P,,..0
33 49 20 Manhole AmuTex Pipe &Pmduets TYve C Storm Drain Manhole on Be. (4' MH on the tot` f RCBI
so" .eeapp,wdfor lb, oag,[ponion of&e neun ffi@ hn only. Sorge l[pordon f&e serurlure are requv¢dro be case in-pWce Na exceptions eo IN, requvemenf shill be aQowed
ASTM C913
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 05/16/2024
§corm Sewer -pipes & Boxes 33-05-13
I
4/9/2021 33 41 13
Storm Drain Pipes
Advansed Drainage System, 0x (ADS)
ADS BP Storm Polvpmmlene (PP) Pipe (Size - 12" - 60")
ASTM P2881 & AASH M330 I
8/28/2023 3349 10
Storm Drain Pipes
Rinker Materials
Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger)
ASTM C76, C655 I
8/28/2023 3349 10
Culvert Box
Rinker Materials
Reinforced Concrete Box Culvert (Sze - Various)
ASTM C789, C850 I
10/12/2023 3341 10
Storm Drain Pipes
AmmTex Pipe &Products
Reinforced Concrete Pipe Tongue and Groove Joint Pipe- (Size - 15" or larger)
ASTM C76, C506 I
10/12/2023 3441 10
Culvert Box
AmmTex Pipe &Products
Reinforced Concrete Box Culvert (size - Various))
ASTM C1433,C1577 I
10/18/2023 3541 10
Storm Drain Pipes
The Turner Co.
Reinforced Concete Pipe Tongue and Groove Joint Pipe- (Size - 15"or larger)
ASTM C76, C506 I
10/18/2023 364110
Calvert Box
The Turner Co.
Reinforced Concrete Box Culvert, (sin -Various)
ASTM C 1433,C1577 I
CFW Lighting Approved Products List
CFW Product Name Manufacturer I Manufacturer Product Name & Description
Residential -Standard
MRT2470AB-Type 11, 36" or 60" Rise 2/Bolt 8' Arm,
Makers Sales and Marketing, LLC Galvanized
MRT2470AB-Type 11, 36" or 60" Rise 2/Bolt 8' Arm,
Type 11 Pole
Makers Sales and Marketing, LLC
Black
DB01373(page 1 of 6)-Shoe Base Pole Type 11,
Valmont Industries, Inc
Galvanized
Makers Sales and Marketing, LLC
Type 33B, 36" Rise Simplex 8' Arm, Galvanized
Makers Sales and Marketing, LLC
Type 33B, 36" Rise Simplex 8' Arm, Black
Type 33B Arm
Valmont Industries, Inc
D1301373(page 4 of 6)-Single Arm Type 33B, Galvanized
American Electric Lighting, ATBO-P101-Mvolt-R2-3K-
Acuity Brands Lighting, Inc.
MP-NL-P7-AO-RFD325607
American Electric Lighting, ATBO-P101-Mvolt-R4-3K-
Acuity Brands Lighting, Inc.
M P-N L-P7-AO-RFD325606
Residential Luminaire
American Electric Lighting, ATBO-P101-Mvolt-R2-3K-BK-
Acuity Brands Lighting, Inc.
MP-NL-P7-AO-RFD325609
American Electric Lighting, ATB0-P101-Mvolt-R4-3K-BK-
Acuity Brands Lighting, Inc.
M P-N L-P7-AO-RFD325608
McFarland Cascade
CREOSOTE 30/35 FOOT TIMBER POLE
Timber Pole
Bayou Forest Products
30-35' .80 CCA Green Timber Pole
Makers Sales and Marketing, LLC
Wood Pole Arm, 36" Rise Simplex 8' Arm, Galvanized
Wood Pole Arm
Makers Sales and Marketing, LLC
Wood Pole Arm, 36" Rise Simplex 8' Arm, Black
Valmont Industries, Inc
DB01373(page 6 of 6)-Wood Pole Arm, Galvanized
Arterial -Standard
MRT33.585AB-Type 18, 36" or 60" Rise 2/Bolt 8' Arm,
Makers Sales and Marketing, LLC
Galvanized
MRT33.585AB-Type 18, 36" or 60" Rise 2/Bolt 8' Arm,
Type 18 Pole
Makers Sales and Marketing, LLC
Black
DB01373(page 2 of 6)-Shoe Base Pole Type 18,
Valmont Industries, Inc
Galvanized
Makers Sales and Marketing, LLC
Type 33A, 60" Rise Simplex 8' Arm, Galvanized
Makers Sales and Marketing, LLC
Type 33A, 60" Rise Simplex 8' Arm, Black
Type 33A Arm
Valmont Industries, Inc
D1301373(page 3 of 6)-Single Arm Type 33A, Galvanized
American Electric Lighting, ATBO-P303-Mvolt-R2-3K-
Acuity Brands Lighting, Inc.
M P-N L-P7-AO-RFD322792
American Electric Lighting, ATBO-P303-Mvolt-R4-3K-
Acuity Brands Lighting, Inc.
M P-N L-P7-AO-RFD322794
Arterial Luminaire
American Electric Lighting, ATBO-P303-Mvolt-R2-3K-BK-
Acuity Brands Lighting, Inc.
M P-N L-P7-AO-RFD322793
Acuity Brands Lighting, Inc.
American Electric Lighting, ATBO-P303-Mvolt-R4-3K-BK-
M P-N L-P7-AO-RFD322795
McFarland Cascade
CREOSOTE 35/40 FOOT TIMBER POLE
Timber Pole
Bayou Forest Products
30-35' .80 CCA Green Timber Pole
Makers Sales and Marketing, LLC
Wood Pole Arm, 60" Rise Simplex 8' Arm, Galvanized
Wood Pole Arm
Makers Sales and Marketing, LLC
Wood Pole Arm, 60" Rise Simplex 8' Arm, Black
Valmont Industries, Inc
DB01373(page 5 of 6)-Wood Pole Arm, Galvanized
Decorative -Pedestrian
Holophane, CLA 10.6(OAL)FT J20P07BK-MOD, AB-31-4
Washington 10' Pole
Acuity Brands Lighting, Inc.
RFD110736
Holophane, CLA14FT J20DMODC03BK RFD325026, AB-
Washington 14' Pole
Acuity Brands Lighting, Inc.
16-4 SPEC RFD325026
Holophane, WFCL3 P40 30K MVOLT FC3 NF BK AO PR7
Washington Luminaire
Acuity Brands Lighting, Inc.
FRGL RFD338699
Washington Globe
Holophane, AWDE3 P40 30K MVOLT MS AL3 BK PR7
Luminaire
Acuity Brands Lighting, Inc.
AO RFD-315548
Oleander Type A Pole
Acuity Brands Lighting, Inc.
Holophane, PDA 12S5L20POBBK-MOD
Oleander Type B Pole
Acuity Brands Lighting, Inc.
Holophane, PDA20S5L20P08BK-MOD
Oleander Type B Arm
Acuity Brands Lighting, Inc.
Holophane, OHC 151N 2A TN BK
Holophane, AUCL2 P40 30K AS BK L3 N P7 AO
Oleander Luminaire
Acuity Brands Lighting, Inc.
RFD338741
Berry 12' Pole
Acuity Brands Lighting, Inc.
Holophane, RSA 12 50 G12 SC BK AB-26-4 RFD326400
Berry 20' Pole
Acuity Brands Lighting, Inc.
Holophane, PD20S5J20P11BK RFD338816
Berry Arm
Acuity Brands Lighting, Inc.
Holophane, VLC 271N 1A TN QSM BK
Holophane, GPLF3 P40 30K MVOLT ASY QSM BK PR7
Berry Luminaire
Acuity Brands Lighting, Inc.
AO SH
Banner Arms
Acuity Brands Lighting, Inc.
Holophane, BA-241N-2A-CO-S4J-BL-075P-BK
System
Rigid Nonmetallic Schedule 80 Conduit, Meets UL 651
Cantex Inc.
specifi cations and NEMA TC2, Rated for 90°C Cable,
Sunlight Resistant, 10' Lengths and 20' lengths
Rigid Nonmetallic Schedule 80 Electric Conduit, Meets
UL 651 specifications, RUS listed, NEMA TC-2 and
Heritage Plastics
NEMA TC-3, Rated for 90°C Cable, Sunlight & Weather
Conduit
Resistant
PVC Rigid Schedule 80 Conduit, Conforms to UL 651
Atkore-Heritage Plastics
and NEMA TC 2, Sunlight Resistant, Listed for 90°C
conductors or cable
Schedule 80 PVC Rigid Nonmetallic Conduit, Extra
Prime Conduit, Inc
Heavy Wall EPC-80, Sunlight resistant, Rated for use
with 90°C conductors, Meets UL651
Splice Kit With Connector NSi Industries, LLC
Gel Stub Splice Kit with Connector, Easy -Splice, ESSLK
Series
Copper Wire/Conductor
Southwire
Encore Wire
Encore Wire
Service Wire Co
Advanced Digital Cable Inc
Aluminum Wire -Triplex Priority Wire & Cable, Inc
Fuse & Fuse Holder
Edison
Edison
Cooper
EATON
EATON
Connector Thomas & Betts
Metered Pedestal 120-240V Electrol Systems, Inc
WE Manufacturing & Controls
Metered Pedestal 240- Electrol Systems, Inc
480V WE Manufacturing & Controls
Ground Box
Kearneys
Photocell
Shorting Caps
MacLean Highline
Oldcastle
Type XHHW-2 copper conductor, 600V
TYPE XHHW-2 / RW90, copper conductor, Superslick
Elite, 600V/1000V
THHN / MTW / THWN-2 Copper conductor, 600V
Servicepro-X XHHW-2, 600/1,000 Volt Copper, CT
Rated
XHHW-2 Low Smoke Halogen Free, Cross -linked
Polyethylene Insulated 14 AWG-750 MCM, 600 Volts,
90°C Dry and wet
Triplex Overhead Aluminum Conductor
General Purpose, Midget Class MEN Fuses, Voltage
Rating: MEN - 250 VAC, Ampere Rating: 0.5 - 30 Amps,
Interrupting Rating: 10,000 RMS Amps @ 125V
Modular Ferrule Fuse Blocks for Midget Class and CC
Fuses
In -line fuse holders for Single -Pole 13/32" x 1 1/2"
Fuses HEB-AA
Bussmann Series, HEB breakaway and non -breakaway
in -line fuse holders for UL 13/32" x 1-
1/2"supplemental fuses
Bussmann Series, FNM 13/32" x 1-1/2- 250Vac time -
delay supplemental fuses
Wire Joints for Copper Conductor, Cat No: 54615,
54620, 54625-TB, 54635, 54640, 54630
TY A (120/240) 100(NS)AL(E)PS(U)
TY A 120/240 100(NS)AL(E)PS(U)
TY A (240/480) 100(NS)AL(E)PS(U)
TY A 240/480 100(NS)AL(E)PS(U)
Polymer Concrete, PHA132412X0002: TIER 22 (X) 22,
500lbs
Polymer Concrete, H-SERIES UNIT, H1730-24 TIER-22 -
TXDOT 2x 1/2" CAPTIVE BOLT - 2x BRASS FLOATING
NUT
Polymer Concrete, H-SERIES UNIT, H1324-24 TIER-15 -
Oldcastle TXDOT 2x 1/2" CAPTIVE BOLT- 2x BRASS FLOATING
NUT
NSi Industries, LLC Split Bolt Connectors, Copper Split Bolts 2 Wire, N
Series
Dark To Light, DLL Elite, Electronic Locking, Type
Acuity Brands Lighting, Inc. Photocontrol, DLL-127 or DLL-480
Acuity Brands Lighting, Inc. Dark To Light, Part # DSHORT SBK U
Interim Products
Residential Luminaire I TRASTARINC. IDURA-STR25-3K-120-3-GR-SCL
DURA-STR10A-3K-120-3-GR-SCL
Arterial Luminaire TRASTARINC.