HomeMy WebLinkAboutContract 61448-PM1CSC No. 61448-PMI
FORT WORTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
WATER, SEWER, DRAINAGE, AND PAVING IMPROVEMENTS FOR
The Encore at Heritage
Mattie Parker
Mayor
IPRC22-0181
City Project No. 104458
FID No. 30114-0200431-104458-EO7685
X-File No. X-27569
David Cooke
City Manager
Christopher P. Harder, P.E.
Director, Water Department
Prepared for
The City of Fort Worth
April 2024
BGE Inc.
777 Main St. Suite 1900, Fort Worth, TX 76102
Phone: 817-887-6130
TBPE Registration No. F-1046
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
0000 10
Page 1 of 5
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions
nn 11 13 layitatie� to Bidders
vv-Trz�
nn 21 i 3 ifistf Bidde
Last Revised
n� L20/2020
va-avravry
03 L20/2020
vv-zrz�
004100
00 42 43
nn�j
etiers to s
Bid FeEm
Proposal Form Unit Price
Bid Bend
va-avravry
nn in 4
05/22/2019
nn in4
nn n c 11
vv-r✓-Tz
0045 12
Bidders Pfequali fiea4iea's
Prequalification Statement
nn 102/20i n
v�rvzrsv��
09/01/2015
00-r5-13
00 45 26
BiddeF Pfequalifiemiefi Appliemia
Contractor Compliance with Workers' Compensation Law
r ine -ity
0109n vry
04/02/2014
na i
0045 40
00 52 43
Business Efftef p fise Goal
Agreement
a
06/16/2016
00 61 25
Certificate of Insurance
07/01/2011
00 62 13
Performance Bond
01/31/2012
00 62 14
Payment Bond
01/31/2012
00 62 19
00 7200
Maintenance Bond
Genera Gendi.:,.ffs-
01/31/2012
i ii i n T
00 73 00
0073 10
Supple, le fityy Gandhi,.-s
Standard City Conditions of the Construction Contract for Developer Awarded
n�in�ii
01/10/2013
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
ni 2n
Preconstruction Meeting
08/30/2013
nwn
7/01/2011
3i
�o
01 3233
Preconstruction Video
o
08/30/2013
01 3300
Submittals
08/30/2013
01 35 13
Special Project Procedures
08/30/2013
01 45 23
Testing and Inspection Services
03/20/2020
01 50 00
Temporary Facilities and Controls
07/01/2011
01 5526
Street Use Permit and Modifications to Traffic Control
07/01/2011
01 57 13
Storm Water Pollution Prevention Plan
07/01/2011
01 60 00
Product Requirements
03/20/2020
01 66 00
Product Storage and Handling Requirements
04/07/2014
01 70 00
Mobilization and Remobilization
04/07/2014
01 7123
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 ENCORE ATHERITAGE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 104458
Revised March 20, 2020
0000 10
Page 2 of 5
Technical Specifications which have been modified by the Engineer specifically for this Project;
hard copies are included in the Project's Contract Documents
NONE
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City's website at:
htti):Hfortworthtexas.aov/tpw/contractors/
or
Division 02 - Existing Conditions Last Revised
02 rn r13 Qeleeti„e Site Demolition 12 20Pa012
va-rrrT 12-2042012
va-rrz5 Paving Removal �v
Division 03 - Concrete
03 30 00 Cast -In -Place Concrete 12/20/2012
n3 34 13 Gentrelled raw Strength 1\ mer:..l (Cr �>\a� 12/20A2012
v�-�-�� rtravravzz
03 34 16 Concrete Base Material for Trench Repair 12/20/2012
03 80 00 Modifications to Existing Concrete Structures 12/20/2012
Division 26 - Electrical
260500 Commen \x er1- Results for- Eleetr:e.,l 1 11 1 /'•f 3
26 05 10 Demolition f f Eleetr:e.,l Systems 12PillP 012
av-v�-Tv rtravravzz
26 05 33 Raee., ays and Boxes f .• Eleetr:e.,l Systems 12PillP 012
av-v�-�� rtravravzz
26 05 n3 Underground Duets era Raee.. ays f r Eleetriea Systems 07/n1 /2n1 1
av-v�-�� mrv�vzz
26-05-50 Gemmuniea4iaas Multi Duet Genduit 02r2642016
Division 31 - Earthwork
31 1 n nn Site Cle., :r 12/2042012
�-rTv-vv � rtravravzz
�3123 v 0n-2r842013
21�jBer-few01/2842013
31�no jffiaf4S 01/2842013
31 25 00 Erosion and Sediment Control 12/20/2012
21�0 Ripfap 171 /'z
Division 32 - Exterior Improvements
3201 17
P� or�rit ���rJ7x�t�i� ingRepair 12/20QO12
3201 18
Temporar)--A,�iil% -A,11 \ irlg Repaii 1 2 lzzr20QO 12
32 01 29
Concrete Paving Repair 12/20/2012
32 111 1 z23
Rax4VA R.,& � 12/7zzr20QO12
32 9
✓.m0 T r0a&,Base Courses �12/70QO12
37 1133
Gen92J11t Tr,��l✓a Base Courses 12/70QO12
3'�
Liquid Treated coil ft�ikili �r 09/o 1�1
37�0
12/20 O12
.4oPJ�?t�la'irlg
�'�
.4�J�?tZla�ingCr�al- o
,.rQ 1.��ant12/70QO12
37 13 3
t 7�,�� g 12/70QO12
�. sn"1n 1�^, �VIIZn rcrcmzv-iz
32 1320
Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018
3213 73
Eonoroto fkavingjoiMt ✓,wants 12/'zzr20QO12
17�v
/20 /
Briok ur�it�la�ing 12 --2n 12�
CITY OF FORT WORTH
ENCORE ATHERITAGE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 104458
Revised March 20, 2020
00 00 10
Page 3 of 5
32 1613
32 3
Concrete Curb and Gutters and Valley Gutters
10/05/2016
1 11 1 /7 3
32 1725
Pavement Markings
Curb Addt¢00 Daiitiig
11 /non O113
3'�3
CJNam FonooDar.d Gates
12/20QO12
323126
�Wire
7'ro _ >✓onooc�nd�at€�
12/70QO12
�1
Weed Z _ oMoo"rd-Cat€
12/7 z
3232 13
C
.,cat. tllao0 'cC�PtOt6 Rotw:nin^ `�-:gills
0�n
ov6/05QO18a
3291 19
Topsoil Placement and Finishing of Parkways
12/20/2012
2,�
3293 3
Hydro 1lulohing, Oo, ing, and Sodding
Trees .,,,..1 Shyd s
12/20QO12
1 71 /7 z
Division 33 - Utilities
33 01 30
Sewer and Manhole Testing
12/20/2012
33 01 31
Closed Circuit Television (CCTV) Inspection
03/03/2016
33 04 10
Ajtrioa halation
12/20QO12
33 04 11
�z
Corrosion Con Tact
of _ o� ft�t?ans
12/20/-2012
��
33 04 12
33 04 30
Magnesium Anode Cathodic Protection System
Temporary Water Services
12/20QO12
07/01/2011
33 04 40
33 04 50
Cleaning and Acceptance Testing of Water Mains
Clo.,,,:ng Sewer Mains
02/06/2013
1 71 /7 z
3305 10
of
Utility Trench Excavation, Embedment, and Backfill
12/12/2016
3305 12
Water Line Lowering
12/20/2012
3305 13
Frame, Cover and Grade Rings — Cast Iron
F«
01/22/2016
/22QO1
3305 13.10
��
3305 14
n-aii�e, Cev€�'-a�-�e�=cgs Ce===peStte
d Grade
Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade
01 6
oz,-�-� _�
12/20/2012
3305 16
Concrete Water Vaults
12/20/2012
3305 17
330520
22�i
Concrete Collars
Auger- B1
T :«o,- Dl.,ro
12/20/2012
1 71 /7z
12Pf�rg0420
22�z
33 0523
22�4
Tunnel
Steel Casing Pipe
17.xx:-zd Twma4ng
lffSt llntie C... i T„
Pipe :« CaSiffg Liner
z
12/1042011
12 /''� ^�z
06/19,L2013
33 05 26
of ff OF AIel
Utility Markers/Locators
12/20/2012
33 05 30
Location of Existing Utilities
12/20/2012
33 1105
Belk, Nutt"WA Gaskets
12�1
33 11 10
Ductile Iron Pipe
12/20/2012
33 11 11
Ductile Iron Fittings
12/20/2012
33 11 12
��1233 11 13
Polyvinyl Chloride (PVC) Pressure Pipe
Genefete Pr-essu a Pipe Baf Wrapped,Steel Gylindff Type
11/16/2018
L011�-svrzvzz
/10,
33 11
33 1210
Buried Steel Pipe and Fitti ffg
Water Services 1-inch to 2-inch
12/1z
02/14/2017
33 1211
Large Water Meters
12/20/2012
33 1220
22�i
Resilient Seated Gate Valve
n \x A B„Ate -f Al..iy
12/20/2012
33 1225
33 12
W Rubbor Seated y
Connection to Existing Water Mains
Ce A if Valve Assemblies f r POtable xx7a4e Systems
12/10,L2012
02/06/2013
1 "f1 /'l z
33 1240
22�0
22�0
22�2
ffi+ina4io f
Fire Hydrants
Water- Sample St liens
Standard Blew egValve Assembly
Ulaee
01/03/2014
12/10,L2011
06/19,L2013
CITY OF FORT WORTH
Cured in Pipe (GIPP)
12/10,L2011
ENCOREATHERITAGE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
CPN 104458
Revised March 20, 2020
00 00 10
Page 4 of 5
33 3 i i 5
33 31 20
33 3121
High Density Polyethylene (14DPE) Pipe Fir EonilP lei
Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe
Polyvinyl Chloride Closed Profile Gravity Sanitary Sewer Pipe
i 2zzr20Q0 i 2
06/19/2013
12/20QO12
33 31 22
33 3123
(PVC)
Sanitary gc Slit itftiftg
Sanitary Sewer Pipe Enl.,r..om
12/20QO12
12/20QO12
33 31 50
en
Sanitary Sewer Service Connections and Service Line
04/26/2013
33 3170
Combination Air Va1y Eonilary &e ,or L'..r..o T�
12/20QO12
33 39 10
Cast -in -Place Concrete Manholes
12/20/2012
33 39 20
Precast Concrete Manholes
12/20/2012
33 3930
Fikvjr,&jj Ads
12/20QO12
33 3940
Wastewater Access (W-A C)
12i�12
33 39 60
Epoxy Liners for Sanitary Sewer Structures
12/20/2012
3341 10
Reinforced Concrete Storm Sewer Pipe/Culverts
07/01/2011
33 41 12
1Tig& Jmiy,� orm J:
Reinforced Polyethlene (SRPE) Pipe-
1 1 /1'2/7n15
33 4600
33 4601
Subdrai a
Slotted StGm Draino
12zzr20QO12
07i0n
33 4602
�
Tronah �rai�
n�i-�n
o„n1 01 1
33 49 10
334920
Cast -in -Place Manholes and Junction Boxes
12/20/2012
12/20QO12
33 4940
Curb and Drop inlets-
Starn D-2a2 age IIjaa. ally and W,,,,.walls
n7in'gin
Division 34 - T-•ansportation
3n n�01 AOwhmont A Controller Cabinet 12n�15
3n n�02 A t&,ohmont-B Centrollor coif.^ 0 2
3n n�o3 A-RaelfnentG Sect a Speeifie-atien 04/202
24 41 11 'f'omperafy T-Faf e S:.. 11 22/2013
�3 r2420r2012
2A�5 fcCC4[ngmla 1�'1.a Flashing Bo......« 11423
34 n 1 2n 1 . n ��o l ro� 12420/2n12
�-�rry '�� U�1Cl.A�.' ^" rrrrvrtvzz
34 n 1 20 nl Aftefi.l r Erg n,..,dw ., r nail v2n1 c
�-�rzvvr Jal�lllirl:"ES vrn-r�rav��
34 4120.02 Freeway LED n,...dw ., r nail v2n1 c
3n n�o3 Resideffti 1 r > D U,..,dw nail 5
b
34 �v Single Mede FibeF OP66 Cable 02�426r2016
3471 13 Traffic Control 11/22/2013
CITY OF FORT WORTH ENCORE ATHERITAGE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 104458
Revised March 20, 2020
0000 10
Appendix
GG 4.01
GC-4.02
Subsurface and Physical Conditions
GG 4.06
It.zGMeus Efwir-efffnepAal Con arlti f%nl,
GG 6.06.D
n
GG-6.0
W
GG-6 ^!I
Barmitva\- r Tomes
GG-S.21
N
GR-01 60 00 Product Requirements
END OF SECTION
Page 5 of 5
CITY OF FORT WORTH ENCORE ATHERITAGE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised March 20, 2020
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
00 42 43
DAP - BID PROPOSAL
Page 1 of 5
Bidder's Application
Bidder's Proposal
Bidlist ItemI I Specification I Unit of I Bid
No. Description Section No. Measure Quantity Unit Price Bid Value
UNIT I: WATER IMPROVEMENTS
1 3305.0003 8" Waterline Lowering
133 05 12
EA
3
$13,000.00
$39,000.00
2 3305.0004 10" Waterline Lowering
1330512
EA
1
$15,000.00
$15,000.00
3 3305.0109 Trench Safety
133 05 10
LF
832
$3.00
$2,496.00
4 3312.0001 Fire Hydrant
1331240
EA
4
$6,193.00
$24,772.00
5 3311.0001 Ductile Iron Water Fittings w/ Restraint
13311 11
TON
0.515
$14,000.00
$7,210.00
6 3311.0143 6" Water Pipe, Select Backfill
13311 12
LF
33
$125.00
$4,125.00
7 3312.3002 6" Gate Valve
133 12 20
EA
6
$2,500.00
$15,000.00
8 3311.0263 8" Water Pipe, Select Backfill
13311 12
LF
756
$76.00
$57,456.00
9 3312.3104 10" Cut -in Gate Valve
133 12 20
EA
1
$7,000.00
$7,000.00
10 3312.3003 8" Gate Valve
133 12 20
EA
7
$3,500.00
$24,500.00
11 3312.2203 2" Water Service
133 12 10
EA
3
$5,000.00
$15,000.00
12 3312.0117 Connection to Existing 4"-12" Water Main
1331225
EA
2
$4,000.00
$8,000.00
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
TOTAL UNIT I: WATER IMPROVEMENTS $219,559.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version September 1, 2015 00 42 43 Bid Proposal DAP
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
00 42 43
DAP - BID PROPOSAL
Page 2 of 5
Bidder's Application
Bidlist Item)
Description
Specification
I Unit of I
Bid
No.
Section No.
Measure
Quantity
UNIT II: SANITARY SEWER IMPROV �MENTS
1
3301.0002 Post -CCTV Inspection
3301 31
LF
1108
2
3301.0101 Manhole Vacuum Testing
3301 30
EA
8
3
3305.0109 Trench Safety
33 05 10
LF
1108
4
3305.0202 Imported Embeciment/Backfill, CSS
33 05 10
LF
130
5
3292.0101 Utility Service Surface Restoration Sodding
32 92 13
SY
367
6
3305.0112 Concrete Collar
33 05 17
EA
1
7
3339.1103 4' Extra Depth Manhole
33 39 20
VF
17.9
8
3339.0001 Epoxy Manhole Liner
33 39 60
VF
41
9
3305.0113 Trench Water Stops
33 05 15
EA
7
10
3331.4115 8" Sewer Pipe
3331 20
LF
1108
11
3339.1101 4' Manhole
33 39 20
EA
8
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Tom Version September 1, 2015
Bidder's Proposal
Unit Price I Bid Value
$3.00 $3,324.00
$100.00
$800.00
$5.00
$5,540.00
$40.00
$5,200.00
$2.00
$734.00
$434.00
$434.00
$400.00
$7,160.00
$525.00
$21,525.00
$200.00
$1,400.00
$70.00
$77,560.00
$6,000.00
$48,000.00
$171, 677.00
00 42 43_Bid Proposal DAP
00 42 43
DAP - BID PROPOSAL
Page 3 of 5
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item)
Description
Specification I Unit of I Bid
Unit Price
Bid Value
No.
Section No. Measure Quantity
UNIT III: DRAINAGE IMPROVEMENTS
1
3341.0309 36" RCP, Class lu
3341 10 LF 130
$168.00
$21,840.00
2
3349.0001 4' Storm Junction Box
33 49 10 EA 1
$8,293.00
$8,293.00
3
3125.0101 SWPPP > 1 acre
31 2500 LS 1
$1,205.00
$1,205.00
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
TOTAL UNIT III: DRAINAGE IMPROVEMENTS
$31,338.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version September 1, 2015 00 42 43 Bid Proposal DAP
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
00 42 43
DAP - BID PROPOSAL
Page 4 of 5
Bidder's Application
Bidlist Item)
Description
Specification
I Unit of
I Bid
No.
Section No.
Measure
Quantity
UNIT IV: PAVING IMPROVEMENTS
1
3201.0614 Conc Pvmt Repair, Residential
3201 29
SY
161
2
3213.0301 4" Conc Sidewalk
32 1320
SF
4340
3
3213.0402 7" Concrete Driveway
32 1320
SF
1380
4
3213.0506 Barrier Free Ramp, Type P-1
32 1320
EA
2
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
TOTAL UNIT IV: PAVING IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Tom Version September 1, 2015
Bidder's Proposal
Unit Price I Bid Value
$63.00
$10,143.00
$7.00
$30,380.00
$6.00
$8,280.00
$250.00
$500.00
$49,303.00
00 42 43 Bid Proposal DAP
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
00 42 43
DAP - BID PROPOSAL
Page 5 of 5
Bidder's Application
Bidhst Item) I Description Specification I Unit of I Bid
No. Section No. Measure Quantity
Bid Summary
UNIT I: WATER IMPROVEMENTS
UNIT II: SANITARY SEWER IMPROVEMENTS
UNIT III: DRAINAGE IMPROVEMENTS
UNIT IV: PAVING IMPROVEMENTS
Total Construction Bid
Bidder's Proposal
Unit Price I Bid Value
$219,559.00
$171,677.00
$31,338.00
$49,303.00
$471,877.00
This Bid is submitted by the entity named below:
BIDDER: BY: Darl Chapman
Regent Construction Group
1107 E V Street
Fort Worth, Texas 76102 TITLE: Managing Member
DATE: 4/4/2024
Contractor agrees to complete WORK for FINAL ACCEPTANCE within 45 calendar days after the date when the
CONTRACT commences to run as provided in the General Conditions.
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version September 1, 2015 00 42 43_Bid Proposal DAP
004512
DAP PREQUALIFICATION STATEMENT
Page 1 of 1
SECTION 00 45 12
DAP — PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Maior Work
Tv -De" box provide the complete maior Work moe and actual description as provided by the Water
Department for water and sewer and TPW for Davinia.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
Water Distribution, Development,8- UTX Companies, LLC 04/30/2025
inch diameter and smaller
Sewer Collection System,
Development, 84nches and smaller UTX Companies, LLC 04/30/2025
Concrete Metroplex Concrete Construction
Construction/Reconstruction 06/10/2025
<15,000 SY
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Regent Construction Group
1107 E V Street
Fort Worth, Texas 76102
BY: DarI Chapman
(Signature)
TITLE: Managing Member
DATE: April 26, 2024
END OF SECTION
CITY OF FORT WORTH ENCORE AT HERITAGE
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS CPN 104458
Form Version September 1, 2015
004526-1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of I
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides
worker's compensation insurance coverage for all of its employees employed on City Project No. 104458.
Contractor farther certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will
provide to City its subcontractor's certificates of compliance with worker's compensation coverage.
CONTRACTOR:
Regent Construction Groan
Company
1107 E 1 sr Street
Address
Fort Worth. Texas 76102
City/State/Zip
THE STATE OF TEXAS
COUNTY OF TARRANT
By: Dart Chapman
(Please Print)
Signature:
Title: Managing Member
(Please Print)
B RE E�e undersigned authority, on this day personally appeared
Aw , known to me to be the person whose name is subscribed to
t j forego}'ng/n��stru eI t, a d acknp�` ledged to me that he/she executed the same as the act and deed of
/CEAri1G2T (.hlht�L(�c 'for the purposes and consideration therein expressed and in
th apacity therein stated. �
GIVEN iJNDFR MY HAND ANIj SEAL OF OFFICE this I �V day of
(_ ( 2W
�fotAy Public in and for the State of Texas
END OF SECTION
[Usa'Ls1a*41i1ALYllis0l
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2, 2014
1414
NotaryPbEe, StstO Of TexesComm. Expires 05-26-2027
a„O`` Notary ID 13023775-0
ENCORE AT HERITAGE
CPN 104458
00 45 26 - 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides
worker's compensation insurance coverage for all of its employees employed on City Project No. 104458.
Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will
provide to City its subcontractor's certificates of compliance with worker's compensation coverage.
CONTRACTOR:
Metroplex Concrete Company, LLC
Company
4741 Keller Haslet Road
Address
Keller, TX 76244
City/State/Zip
THE STATE OF TEXAS §
COUNTY OF TARRANT §
By: Buddy L. Hall
{Pic Prini
Signature:
Title: Division Manager
(Please Print)
BEFORE M , the undersigned authority, on this day personally appeared
, known to me to be the person whose name is subscribed to
the fo going nstrument, and acknowledged to me that he/she executed the same as the act and deed of
S.'W For the purposes and consideration therein expressed and in
the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this {� day of
`4
CFfERYL EARNSHAW
My Notary ID # 124797737
Expires February 2, 2025
END OF SECTION
ublic in and for the State of Texas
CITY OF FORT WORTH ENCORE ATHERITAGE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104458
Revised April 2, 2014
004526-1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of I
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides
worker's compensation insurance coverage for all of its employees employed on City Project No. 104458.
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.
UTX Companies, LLC
Company
5593 SH 276 W, #114
Address
Royse City, Texas 75189
City/State/Zip
THE STATE OF TEXAS
COUNTY OF TARRANT
By. Shawn Bishop
W
Signature:
Title: Partner
(Please Print)
BEFORE ME, the *ter8igned authority, on this day personally appeared
?� �[�yy((�� known to me to be the person whose name is subscribed to
the foregoing insi �u ent,t�nd acknowledged to me that he/she executed the same as the act and deed of
urr 1P4W i.'a0- for the purposes and consideration therein expressed and in
the capacity therein/stated.
G UNDER MY HAND AND SEAL OF OFFICE this (p day of
LAW 202--`%
`��itY 64e �� SARA BREWER
0. .`'<,= Notary Public, State of Texasl
Comm. Expires 07-25-2027
Notary ID 134472952
r ..
Notary PAic in and for the State of Texas
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2, 2014
ENCORE ATHERITAGE
CPN 104455
005243-1
Developer Awarded Project Agreement
Page 1 of S
SECTION 00 52 43
AGREEMENT
THIS AGREEMENT, authorized on. Apri126, 2024 is made by and between the Developer, (Teal at
Heritage Glen, LLC), authorized to do business in Texas ("Developer") , and Regent Construction
Group, authorized to do business inTexas, acting by and through its duly authorized representative,
("Contractor").
Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows:
Article 1. WORK
Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project
identified herein.
Article 2. PROJECT
The project for which the Work under the Contract Documents may be the whole or only a part is generally
described as follows:
Encore at Heritage
CPN 104458
Article 3. CONTRACT TIME
3.1 Time is of the essence.
All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are
of the essence to this Contract.
3.2 Final Acceptance.
The Work will be complete for Final Acceptance within [45) working days after the date when the
Contract Time commences to run as provided in Paragraph 12.04 of the Standard City Conditions of
the Construction Contract for Developer Awarded Projects.
3.3 Liquidated damages
Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer
financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus
any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of the
Construction Contract for Developer Awarded Projects. The Contractor also recognizes the delays,
expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the
Developer if the Work is not completed on time. Accordingly, instead of requiring any such proof,
Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay
Developer ZERO Dollars ($0.00) for each day that expires after the time specified in Paragraph 3.2
for Final Acceptance until the City issues the Final Letter of Acceptance.
CITY OF FORT WORTH ENCORE AT HERITAGE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS CPN 104458
Revised June 16, 2016
005243-2
Developer Awarded Project Agreement
Page 2 of 5
Article 4. CONTRACT PRICE
Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
Documents an amount in current funds of Four Hundred Seventy One Thousand Eivht Hundred
Seventy Seven Dollars
($471,877.00).
Article 5. CONTRACT DOCUMENTS
5.1 CONTENTS:
A.The Contract Documents which comprise the entire agreement between Developer and Contractor
concerning the Work consist of the following:
1. This Agreement.
2. Attachments to this Agreement:
a. Bid Form (As provided by Developer)
1) Proposal Form (DAP Version)
2) Prequalification Statement
3) State and Federal documents (project specific)
b. Insurance ACORD Form(s)
c. Payment Bond (DAP Version)
d. Performance Bond (DAP Version)
e. Maintenance Bond (DAP Version)
f. Power of Attorney for the Bonds
g. Worker's Compensation Affidavit
h. MBE and/or SBE Commitment Form (If required)
3. Standard City General Conditions of the Construction Contract for Developer Awarded
Projects.
4. Supplementary Conditions.
5. Specifications specifically made a part of the Contract Documents by attachment or, if not
attached, as incorporated by reference and described in the Table of Contents of the Project's
Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
CITY OF FORT WORTH ENCORE AT HERITAGE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS CPN 104458
Revised June 16, 2016
005243-3
Developer Awarded Project Agreement
Page 3 of 5
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 ENCORE AT HERITAGE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS CPN 104458
Revised June 16, 2016
005243-4
Developer Awarded Project Agreement
Page 4 of 5
Article 6. INDEMNIFICATION
1.2 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
city, its officers, servants and employees, from and against any and all claims arising out of,or
alleged to arise out of, the work and services to be performed by the contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this contract. This indemnification
provision is specifically intended to operate and be effective even if it is alleged or proven that
all or some of the damages being sought were caused. in whole or in part, by any act, omission
or negligence of the citv. This indemnity provision is intended to include, without limitation,
indemnity for costs, expenses and legal fees incurred by the city in defending against such claims
and causes of actions.
6.2 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 specificaliv intended to operate and be
effective even if it is alleged or proven that ali or some of the damages being sought were caused.
in whole or in part, by anv act, omission or negligence of the city.
Article 7. MISCELLANEOUS
7.1 Terms.
Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the
Construction Contract for Developer Awarded Projects.
7.2 Assignment of Contract.
This Agreement, including all of the Contract Documents may not be assigned by the Contractor
without the advanced express written consent of the Developer.
7.3 Successors and Assigns.
Developer and Contractor each binds itself, its partners, successors, assigns and legal representatives
to the other party hereto, in respect to all covenants, agreements and obligations contained in the
Contract Documents.
7.4 Severability.
Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable
by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall
continue to be valid and binding upon DEVELOPER and CONTRACTOR.
CITY OF FORT WORTH ENCORE AT HERITAGE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS CPN 104458
Revised June 16, 2016
005243-5
Developer Awarded Project Agreement
Page 5 of 5
7.5 Governing Law and Venue.
This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue
shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas,
Fort Worth Division.
7.6 Authority to Sign.
Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized
signatory of the Contractor.
IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
counterparts.
This Agreement is effective as of the last date signed by the Parties ("Effective Date").
Contractor:
Regent Construction Group, LLC
By:
(Signature)
Darl Chapman
(Printed Name)
Developer:
TEAL at Heritage Glen, LLC
By. _
(Signature)
Lee Ramsey
O Msil
(Printed Name)
Title: Title:
Managing Member SEC V%%Y
Company Name: Regent Construction G-oT Company name: Teal at Heritage Glen, LLC
Address: 1107 E I"Street Address: 525 S. Loop 288, Suite 105
City/State/Zip: Fort Worth, Texas 76102 City/State/Zip: Denton, Texas 76205
April 26, 2024
Date
April 26, 2024
Date
CITY OF FORT WORTH ENCORE AT HERITAGE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS CPN 104458
Revised June 16, 2016
BonagS•342470
SECTION 00 6213
PERFORMANCE BOND
THE STATE OF TEXAS
COUNTY OF TARRANT
That we Regent Construction Group, LLC
herein and NGM Insurance Company
00 62 13 • 1
PERFORMANCE BOND
Page 1 of 4
KNOW ALL BY THESE PRESENTS:
known as "Principal"
, a corporate surety(sureties, if more
than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or
more), are held and firmly bound unto the Developer, (Teal at Heritage Glen, LLC), authorized to do
business in Texas("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in
the penal sum of,
Four Hundred Seventy One Thousand Eieht Hundred Seventy Seven Dollars ($471.877.00), lawful
money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which
sum well and truly to be made jointly unto the Developer and the City as dual obligees, we bind
ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by
these presents.
WHEREAS, Developer and City have entered into an Agreement for the construction of
community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA
Number CFA24-0049; and
WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the
Z6[h day of April , 2024 which Contract is hereby referred to and made a part hereof for
all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories
defined by law, in the prosecution of the Work, including any Change Orders, as provided for in said
Contract designated as Encore at Heritage.
NOW, THEREFORE, the condition of this obligation is such that if the said Principal
shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully
perform the Work, including Change Orders, under the Contract, according to the plans, specifications,
and contract documents therein referred to, and as well during any period of
CITY OF FORT WORTH EVCOREATHERITAGE
STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS CPN 104558
Rm ised January 31, 2012
006213-2
PERFORMANCE BOND
Page 2 of 4
extension of the Contract that may be granted on the part of the Developer and/or City, then this
obligation shall be and become null and void, otherwise to remain in full force and effect.
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant
County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division.
This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas
Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the
provisions of said statue.
IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this
instrument by duly authorized agents and officers on this the 26th day of April
20 24 .
ATTEST:
(Principal) Secretary
PRINCIPAL:
Regent Construction Group, LLC
B��
Signature
k)64 Mtn Wk;4e Merti3rr
Name and Title
Address: 1107 E 1st Street
Fort Worth, TX 76102
CITY OFFORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Re is d January 31, 2012
ENCOREA T JITRI TA GE
CPN 104458
Witness as to Principal
4J X 0
tJ
Witness as to Surety
r'
",r 11
SURETY:
NGM Insurance Company
BY: s A� V\
Signature
Sheri R Allen, Attomey-in-Fact
Name and Title
Address: 55 West Street
Keene, NH 03431
Telephone Number: 603-358-1437
006213-3
Page 3 of 4
CITY OF FORT WORTH ENCORE AT HERIT.4GE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised January3 t, 2012
006213-4
PERFORMANCE BOND
Page 4 of 4
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract from theby-
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 E.YCOREATHERIT4GE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 104459
Re ised January31, 2012
BoncWS-342470
006214-1
PAYMENTBOND
Page I of 3
SECTION 00 62 14
PAYMENTBOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we. Regent Construction Group, LLC known as "Principal'
herein, and NGM Insurance Company a corporate surety ( or
sureties if more than one), duly authorized to do business in the State of Texas, known as "Surety" herein
(whether one or more), are held and firmly bound unto the Developer, (Teal at Heritage Glen, LLC),
authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal
corporation ("City"), in the penal sum of Four Hundred Seventy One Thousand Eight Hundred Seventy
Seven Dollars ($471.877.00), lawful money of the United States, to be paid in Fort Worth, Tarrant County,
Texas, for the payment of which sum well and truly be made jointly unto the Developer and the City as dual
obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, j ointlyand severally,
firmly by these presents:
WHEREAS, Developer and City have entered into an Agreement for the construction of
community facilities in the City of Fort Worth, by and through a Community Facilities Agreement, CIA
Number CFA24-0049; and
WHEREAS, Principal has entered into a certain written Contract with Developer, awarded the
26th day of April , 2024, which Contract is hereby referred to and made apart
hereof for all purposes as if fully set forth herein, to fumish all materials, equipment, labor and other
accessories as defined by law, in the prosecution of the Work as provided for in said Contract and designated
as Encore at Heritage.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
MY OF FORT WORTH EVC0REATJJERJT4GE
STANDARD CrrY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 104458
Revimd January31, 2012
006214-2
PAYMENTBOND
Page 2 of 3
the Contract, then this obligation shall be and become null and void, otherwise to remain in full force and
effect.
This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas
Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the
provisions of said statute.
IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this
instrument by duly authorized agents and officers on this the 26th day of April
2024
PRINCIPAL:
Regent Construction Group, LLC
ATTEST BY:Signature
(Principal) Secretary
Witness as to Principal
R"-b erg (1'M bik I
Name and Title
Address: 1 107 F t st Street
Fort Worth, TX 76102
L
NUM Insurance Company
Aym�d
CTIY OF FORT WORTH ENCOM ATTJERITAGE
STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS CPN 104458
Rni=d January 31, 2012
ATTEST BY: / \l 0 t t, I L� '
Sigaature
(Surety) Secretary
Witness as to Surety
Sheri R Allen, Attorney -in -Fact
Name and Title
Address: 55 West Street
Keene, NH 03431
Telephone Number. 603-358-1437
006214.3
PAYMENTHOND
Page 3 of 3
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 fromits mailing
address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
CITY OF FORT WORTH EYCORE ATBERITIGE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 10"58
Revised January 31, 2012
IMPORTANT NOTICE
To obtain information or make a complaint:
You may contact your surety underwriter at
1.904-380-7378
You may also write to Main Street America Group and NGM Insurance Company at:
4601 Touchton Road East
Suite 330
Jacksonville, FI 32246
Attn: Bond Underwriting
You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or
complaints at:
1.800-252-3439
You may write the Texas Department of Insurance:
P.O. Box 149104
Austin, TX 78714-9104
Fax: (512)475.1771
E-mail: ConsumerProtection@tdi.state.tx.us
PREMIUM OR CLAIM DISPUTES
Should you have a dispute concerning your premium or about a claim you should contact the agent or the company
first. If the dispute is not resolved, you may contact the Texas Department of Insurance.
This notice is for information onlv and does not become a Dart or condition of the attached document.
AVISO IMPORTANTE
Para obtener informacion o Para someter una queja:
Puede comunicarse con su surety underwriter at
1-904.380-7482
Usted tambien puede escribir a Main Street America Group and NGM insurance Company at:
4601 Touchton Road East
Suite 330
Jacksonville, FI 32246
Attn: Bond Underwriting
Puede comunicarse con el Departamento de Seguros de Texas Para obtener informacion acerca de companies,
coberturas, derechos o quejas at:
1.800-252.3439
Puede escribir at Departamento de Seguros de Texas:
P.O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
E-mail: ConsumerProtection@tdistate.tx.us
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiene una disputa concemiente a su prima o a un reclamo, debe comunicarse con el agente o 1a compania primero.
Si no se resuelve la disputa, puede entonces comunicarse con at departamento (TDI)
Este aviso es solo oars noriosito de informacion v no se convierte en Darte o condicion del documento adiunto.
68-TX-N00I
MAIN
SMW
ANUMCA
POWER OFATR3126003
KNOW ALL MEN BY THESE PRESENTS: That NGM Insurance Company, a Florida corporation having its principal
office in the City of Jacksonville, State of Florida, pursuant to Article IV, Section 2 of the By -Laws of said Company, to wit:
"Article IV, Section 2. The board of directors, the president, any vice president, secretary, or the treasurer
shall have the power and authority to appoint attorneys -in -fact and to authorize them to execute on behalf
of the company and affix the seal of the company thereto, bonds, recognizances, contracts of indemnity or
writings obligatory in the nature of a bond, recognizance or conditional undertaking and to remove any
such attorneys -in -fact at any time and revoke the power and authority given to them. "
does hereby make, constitute and appoint Bret Tomlinson, Sheri R Allen, David Oxford, Steven Lott, Sherrel Breazeale,
Peggy Hogan — — -- --- — ------ — — — — — — — — — — _ _ ___
its true and lawful Attorneys -in -fact, to make, execute, seal and deliver for and on its behalf, and as its act and deed, bonds.
undertakings, recognizances, contracts of indemnity, or other writings obligatory in nature of a bond subject to the following
limitation:
1. No one bond to exceed Five Million Dollars ($5,000,000)
and to bind NGM Insurance Company thereby as fully and to the same extent as if such instruments were signed by the duly
authorized officers of NGM Insurance Company; the acts of said Attorney are hereby ratified and confirmed.
This power of attorney is signed and sealed by facsimile under and by the authority of the following resolution adopted by
the Directors of NGM Insurance Company at a meeting duly called and held on the 2nd day of December 1977.
Voted: That the signature of any officer authorized by the By -Laws and the company seal may be affixed by facsimile to
any power of attorney or special power of attorney or certification of either given for the execution of any bond,
undertaking, recognizance or other written obligation in the nature thereof. such signature and seal, when so used being
hereby adopted by the company as the original signature of such office and the original seal of the company. to be valid
and binding upon the company with the same force and effect as though manually affixed.
IN WITNESS WHEREOF, NGM Insurance Company has caused these presents to be signed by its Assistant Secretary and
its corporate seal to be hereto affixed this 24th day of August, 2023.
NGM INSURANCE COMPANY By: e "� r J
I l� teat $
Lauren K. Powell
Vice President, Corporate Secretary
State of Wisconsin,
County of Dane.
On this 24th day of August, 2023, before the subscriber a Notary Public of State of Wisconsin in and for the County of Dane duly
commissioned and qualified, came Lauren K. Powell of NGM Insurance Company, to me personally known to be the officer described
herein, and who executed the preceding instrument, and she acknowledged the execution of same, and being by me fully swom, deposed
and said that she is an officer of said Company, aforesaid: that the seal affixed to the preceding instrument is the corporate seal of said
Company, and the said corporate seal and her signature as officer were duly affixed and subscribed to the said instrument by the authority
and direction of the said Company; that Article IV, Section 2 of the By -Laws of said Company is now in force.
IN WTNESS WHEREOF, I have hereunto set my hand and affixed my official seal at Madison. Wisconsin this 24th day of August,
2023.4s
My 6mmission Expires May 21, 2027
I, Andrew Rose, Vice President of NGM Insurance Company, do hereby cemty mat the above and foregoing is a true and correct copy
of a Power of Attorney executed by said Company which is still in full force and effect.
I ESS WHEREOF, I have hereunto set y hand and affixed the seal of said Company at Madison, Wisconsin this
� ay of ,
Andrew Rose, Vice President
WARNING Any urnandu razed reproduction or alteration ofthis document is prolubited.
TO CONFIRM VALIDITY of the attached bond please call 1L03354-5281.
TO SUBMIT A CLAIM: Send all conespondence to 55 West Street, Keene, NH 03431
Attn: Bond Claim Dept or call our Bond Clam Dept at 1-603-358-1437
� Cstiu6ar7 #uW3JS iontrrs: .•
1
2
3
4
5
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7
8
9
10
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1
1
0062 19- 1
EXECUTED IN DUPLICATE MAIN TENANCEBOND
Page 1 of 3
Bond No. SUR2005896
SECTION 00 62 1.9
MAINTENANCE BOND
THt STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we UTX Companies. LLC , known as
"Principal" herein and Frankenmuth Insurance Comoanv a corporate surety
(sureties, if more than one) duly authorized to do business in the State of Texas; known as
"Surety" herein (whether one or more), are held and firmly bound unto the. Developer, Teal at
Heritage Glen. LLC , authorized to do. business in Texas ("Developer") and the City of Fort
Worth, a Texas municipal corporation ("City"), in the sum
Of Four Hundred Seventeen Thousand Three Hundred Seventy -Four and ool1oo Dollars ($ 417,374.00 },
lawful. money of the United States, W be paid in Fort. Worth, Tarrant County, Texas, for payment
of which sure well and truly be made jointly unto the Developer and the City as. dual obligees and.
their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns,
jointly and severally, firinly by these presents.
2f1 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 24-0049 ;and
23 WHEREAS; the Principal has entered Into a certain written contract with the Developer
24 awarded the 26 day of April 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 material-,,. 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 The Encore at Heritage - Fort worth, Texas; 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 () years
33 after the date of Final Acceptance of the Work by the City ("Maintenance Peri'od''); and
34
CITY OF FORT WORTH The Encore at Heritage
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CFA No, 24-0049
Revised January 3.1,2012
006219-2
MAINTENANCE BOND
Page 2 of 3
I WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
2 upon receiving notice from the Developer and/or City of the need thereof at any time within the
3 Maintenance Period.
4
5 NOW THEREFORE, the condition of this obligation is such that if Principal shall
6 remedy any defective Work, for which timely notice was provided by Developer or City, to a
7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to
8 remain in full force and effect.
0
10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
11 noticed defective Work, it is agreed that the Developer or City may cause any and all such
12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
13 by the Principal and the Surety under this Maintenance Bond; and
14
15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
17 Worth Division; and
18
19 PROVIDED FURTHER, that this obligation shall be continuous in nature and
20 successive recoveries may be had hereon for successive breaches.
21
22
23
CITY OF FORT WORTH The Encore at Heritage
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CFA No. 24-0049
Revised January 31, 2012
006219-3
MAINTENANCE BOND
Page 3 of 3
1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
2 instrument by duly authorized agents and officers on this the 26 day of April
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PRINCIPAL:
UTX Companies, LLC
BY:
Si -
ATTEST:
(Principal) Secretary Name and Title
Address:
5593 SH 276, #104
Rovse City. Texas 75189
>>�
Wi ass Nncipal
SURETY:
Frankenmuth Insurance Company
BY:
Signature
Sean McCaulev. Jr.. Attornev-in-Fact
A EST: Name and Title
" Address:
( u S
�srid�d et Truxillo, Witness. One Mutual Avenue
Frankenmuth, MI 48787
Witness as to Surety, Alex-Rausch Telephone Number: (989) 652-6121
*Note: If signed by an officer of the Surety. Company, there must be on file a certified extract
from the by-laws showing. that this person has authority to sign such obligation, If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded,
CITY OF FORT WORTH The Encore at Heritage
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CFA No. 24-0049
Revised January 31, 2012
FRANKENMUTH INSURANCE COMPANY
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS, that Frankenmuth Insurance Company (the "Company"), a corporation duly organized
and existing under the laws of the State of Michigan, having its principal office at I Mutual Avenue, Frankenmuth, Michigan 48787,
does hereby nominate, constitute and appoint:
Sean McCauley Jr., Sam Duckett, Bridget Truxillo, Sarah Timmons,
Ashlyn Simchik, Jarrod Yost, Alex Rausch
Their true and lawful attomey(s)-in-fact, each in their separate capacity if more than one is named above, to make, execute, seal,
acknowledge and deliver any and all bonds, contracts and undertakings of suretyship, with the exception of Financial Guaranty
Insurance, provided, however, that the penal sum of any one such instrument shall not exceed the sum of:
Fifty Million and 00/100 Dollars ($50,000,000)
This Power of Attorney is granted pursuant to the following Resolution duly adopted at a meeting of the Board of Directors of
Frankenmuth Insurance Company:
"RESOLVED, that the President, Senior Vice President or Vice President and each of them under their respective
designations, hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimile
signature, which may be attested or acknowledged by any officer of the Company, qualifying the attomey(s) named in the
given power of attorney, to execute on behalf of, and acknowledge as the act and deed of Frankenmuth Insurance Company
on all bonds, contracts and undertakings of suretyship, and to affix the corporate seal thereto."
IN WITNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate officers and its corporate
seal hereuntd'A' U -tbis 1 -7 day of _ fV p y x3aqo L2 .
Scl Frankenmuth [ urancejjC�1ompany
X By
Lrew Knudsen _.
i
f6 ; President, Chief Operating Officer and Secretary
.1 -*.a,
ss:
Sworn to before me, a Notary Public in the State of Michigan, by Andrew H. Knudsen, tome personally known to be the individual and officer described
in, and who executed the preceding instrument, deposed and said the Corporate Seal and his signature as Officer were affixed and subscribed to said
instrument by the authority of the Company.
IN TESTIMONY WHEREOF, 1 have set my hand, and affixed my Official Seal this �_� _ day of NU!/-t11?i.61�L'r�L o?UoZ,3
v .T a y.. v...._..
(Seal) Q c'�Q 65 a ,Ekk
usan L. fresorger, Notary Pu c rQ ns h e jr
Saginaw County, State of Michigan', -
My Commission Expires: April 3, 2028 `' VG i�,Xa i t `'
1, the undersigned, Chief Executive Officer of Frankenmuth Insurance Company, do hereby certify that the tbrrgping is a trif.`gtArrect
and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked or rescinded and is in CuH force
and effect as of this date.
IN WITNESS WHEREOF, I have set my hand and affixed the Seal of the Corrivany, ^this I(p day of _/71'-2 i V
Frederick A. Edmond, Jr.
Chief Executive Officer
ALL CORRESPONDENCE RELATED TO BOND VALIDATION AND/OR A CLAIM SHOULD BE DIRECTED TO VP
SURETY, 701 U.S. ROUTE ONE, SUITE 1, YARMOUTH, ME 04096
Texas Department of Insurance
Amended Certificate of Authority
License no. 95333 Licensed since: February 18, 1999
Department Certification
Frankenmuth Insurance Company
(foreign stock fire and casualty company)
organized under the laws of the state of Michigan
This entity has complied with the laws of the state of Texas, as applicable, and is authorized to transact
the following lines of insurance:
Allied Coverages, Auto Physical Damage, Automobile Liability, Boiler & Machinery, Burglary &
Theft, Employers' Liability, Fidelity & Surety, Fire, Forgery, Glass, Hail, Inland Marine Liability Other
than Auto, Livestock, Ocean Marine, Rain
This amended certificate of authority is in full force and effect until it is revoked, canceled, or f {
suspended according to law.
Given under my hand and official seal of office
in the city of Austin,
April 19, 2023
CASSIE BROWN
COMMISSIONER OF INSURANCE
John Carter, Director
Company Licensing and Registration
Financial Regulation Division
Commissioner's order no. 3632
IMPORTANT NOTICE TO ALL TEXAS POLICYHOLDERS
IMPORTANT NOTICE "ISO IMPORTANTE
To obtain information or make a complaint:
You may call Frankenmuth Insurance
Company toll -free telephone number for
information or to make a complaint at:
1-704-421-7002
You may also write to Frankenmuth Insurance
Company at:
Frankenmuth Insurance Company
One Mutual Avenue
Frankenmuth, MI 48787
You may contact the Texas Department of
Insurance to obtain information on companies,
coverages, rights or complaints at:
1-800-252-3439
You may write the Texas Department of
Insurance:
P.O. Box 149091
Austin, TX 78714-9091
Fax: (512) 490-1007
Web: http://www.tdi.texas.gov
E-mail: ConsumerProtection@tdi.texas.gov
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your
premium or about a claim you should contact
the Frankenmuth Insurance Company
first. If the dispute is not resolved, you may
contact the Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR POLICY:
This notice is for information only and does not
become a part or condition of the attached
document.
Para obtener informacion o pare someter una
queja:
Usted puede Ilamar al numero de telefono gratis
de Frankenmuth Insurance Company
para informacion o para someter una queja al:
1-704-421-7002
Usted tambien puede escribir a Frankenmuth
Insurance Company:
Frankenmuth Insurance Company
One Mutual Avenue
Frankenmuth, MI 48787
Puede comunicarse con el Departamento de
Seguros de Texas para obtener information
acerca de companias, coberturas, derechos o
quejas al:
1-800-252-3439
Puede escribir al Departamento de Seguros de
Texas:
P.O. Box 149091
Austin, TX 78714-9091
Fax: (512) 490-1007
Web: http://www.tdi.texas.gov
E-mail: ConsumerProtection@tdi.texas.gov
DISPUTAS SOBRE PRIMAS O RECLAMOS: Si
tiene una disputa concerniente a su prima o a
un reclamo, debe comunicarse con el
Frankenmuth Insurance Company
primero. Si no se resuelve la disputa, puede
entonces comunicarse con el departamento
(TDI).
UNA ESTE AVISO A SU POLIZA: Este aviso es
solo para proposito de information y no se
convierte en parte o condicion del documento
adjunto.
00 ML0042 44 04 16 Page 1 of 1
Bond#S-342483
006219-1
MAINTENANCE BOND
Page 1 of 4
SECTION 00 62 19
MAINTENANCE BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we Metroolex Concrete Comoanv. LLC known as "Principal'
herein and NGM Insurance Company a corporate surety (sureties, if more
than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or
more), are held and firmly bound unto the Developer, (Teal at Heritage Glen, LLC), authorized to do
business in Texas("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in
the sum
Of Fortv Nine Thousand Three Hundred Three and 00/100 Dollars ($49.303.00) , lawful
money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum
well and truly be made jointly unto the Developer and the City as dual obligees and their successors, we
bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly
by these presents.
WHEREAS, Developer and City have entered into an Agreement for the construction of community
facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number
CFA24-0049; and
WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
the 3rd day of May
20 24 , which Contract is hereby referred to
and a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment
labor and other accessories as defined by law, in the prosecution of the Work, including any Work
resulting from a duly authorized Change Order (collectively herein, the "Work") as provided for in said
Contract and designated as Encore at Heritage; and
WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance
with the plans, specifications and Contract Documents that the Work is and will remain free from defects
CITY OF FORT WORTH ENCORE ATHERJTAGE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised January 31, 2012
0062 19 - 2
MAINTENANCE BOND
Page 2 of 4
in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance
of the Work by the City ("Maintenance Period"); and
WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon
receiving notice from the Developer and/or City of the need thereof at any time within the Maintenance
Period.
NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any
defective Work, for which timely notice was 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, iti&agreed that the -Developer _or_City-may-cause- arty -and all -such-defective Work to be— - -
repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety
under this Maintenance Bond; and
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant
County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division;
and
PROVIDED FURTHER, that this obligation shall be continuous in nature and successive
recoveries may be had hereon for successive breaches.
CITY OF FORT WORTH ENCORE ATHERITAGE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 104459
Revised January 31, 2012
006219-3
MAINTENANCE BOND
Page 3 of 4
IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
instrument by duly authorized agents and officers on this the 3rd day of May
, 2024•
ATTEST:
Witness as to Principal
MY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED
Revised January 31, 2012
PRINCIPAL:
Metroplex Concrete Company, LLC
BY:�/�!� r
Signature
Name and Title
Address: PO Box 1059
Keller, TX 76244
SURETY:
NGM Insurance Company
0101 wNwhAdOME
ENCOREATHERITAOE
CPN 104458
IMPORTANT NOTICE
To obtain information or make a complaint:
You may contact your surety underwriter at
1-904-380-7378
You may also write to Main Street America Group and NGM Insurance Company at:
4601 Touchton Road East
Suite 330
Jacksonville, FI 32246
Attn: Bond Underwriting
You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or
complaints at:
1-800-252-3439
You may write the Texas Department of Insurance:
P.O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
E-mail: ConsumerProtection@tdi.state.tx.us
PREMIUM OR CLAIM DISPUTES
Should you have a dispute concerning your premium or about a claim you should contact the agent or the company
first. If the dispute is not resolved, you may contact the Texas Department of Insurance.
This notice is for information onlv and does not become a Dart or condition of the attached document.
AVISO IMPORTANTE
Para obtener informacion o Para someter una queja:
Puede comunicarse con su surety underwriter al
1-904-380-7482
Usted tambien puede escribir a Main Street America Group and NGM insurance Company at:
4601 Touchton Road East
Suite 330
Jacksonville, F132246
Attn: Bond Underwriting
Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companies,
coberturas, derechos o quejas al:
1-800-252-3439
Puede escribir at Departamento de Seguros de Texas:
P.O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
E-mail: ConsumerProtection@tdi.state.tx.us
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiene una. disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o la compania primero.
Si no se resuelve In disputa, puede entonces comunicarse con el departamento (TDI)
Este aviso es solo oara DoDosito de infotmacion v no se convierte en oarte o condicion del documento adiunto.
68-TX-N001
AMERICA criace°
INSHRANCE ICA 7l91 POWER OF AT4312 6 0 2 8
KNOW ALL MEN BY THESE PRESENTS: That NGM Insurance Company, a Florida corporation having its principal
office in the City of Jacksonville, State of Florida, pursuant to Article IV, Section 2 of the By -Laws of said Company, to wit:
"Article IV, Section 2, The board of directors, the president, any vice president, secretary, or the treasurer
shall have the power and authority to appoint attorneys -in -fact and to authorize them to execute on behalf
of the company and affix the seal of the company thereto, bonds, recognizances, contracts of indemnity or
writings obligatory in the nature of a bond, recognizance or conditional undertaking and to remove any
such attorneys -in -fact at any time and revoke the power and authority given to there. "
does hereby make, constitute and appoint Bret Tomlinson Sheri R Allen, David Oxford, Steven Lott, Sherrel Breazeale,
PeggyHogan-------------------------------------------------------------------------------------------------------------------------------------
its true and lawful Attorneys -in -fact, to make, execute, seal and deliver for and on its behalf, and as its act and deed, bonds,
undertakings, recognizances, contracts of indemnity, or other writings obligatory in nature of bond subject to the following
limitation:
1. No one bond to exceed Five Million Dollars ($5,000,000)
and to bind NGM Insurance Company thereby as fully and to the same extent as if such instruments were signed by the duly
authorized officers of NGM Insurance Company; the acts of said Attorney are hereby ratified and confirmed.
This power of attorney is signed and sealed by facsimile under and by the authority of the following resolution adopted by
the Directors of NGM Insurance Company at a meeting duly called and held on the 2nd day of December 1977,
Voted: 'That the signature of any officer authorized by the By -Laws and the company seal may be affixed by facsimile to
any power of attorney of special power of attorney or certification of either given for the execution of any bond,
undertaking, recognizance or other writtert obligation in the nature thereof; such signature and seal, when so used being
-hereby adopted by the company as. the original signature of such office and the original seal of the company, to be valid
and binding upon the company with the same force and effect as though manually affixed.
IN WITNESS WHEREOF, NGM Insurance Company has caused these presents to be signed by its Assistant Secretary and
its corporate seal to be hereto affixed this 24th day of August, 2023.
NGM INSURANCE COMPANY By:
823
Lauren K. Powell
Vice President, Corporate Secretary ""°"';I°",�6Is
State of Wisconsin,
County of Dane.
On this 24th day of August, 2023, before the subscriber a Notary Public of State of Wisconsin in and for the County of Dane duly
commissioned and >qualified, came Lauren K. Powell of NGM Insurance Company, to me personally known to be the officer described
herein, and who executed the preceding instrument, and she acknowledged the execution of same, and being by me fully sworn, deposed.
and said that she is an officer of said Company, aforesaid: that the seal affixed to the preceding instrument is the corporate seal of said
Company, and the said corporate seal and her signature as officer were duly affixed and subscribed to the said instrument by the authority
and direction of the said Company; that Article IV, Section 2 of the By -Laws of said Company is now in force.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal at Madison. Wisconsin this 24th day of August,
2023.
NgoCtiry`'�
My Commission Expires May 21, 2027 q\°as`t
1, Andrew Rose, Vice President of NGM Insurance Company, do hereby certity teat the above and foregoing is a true and correct copy
of a Power of Attorney executed by said Company which is still in full force and effect.
IN ITNESS WHEREOF I have hereunto set hand and affixed the seal of said Company at Madison, Wisconsin this
IN
of �Ql.�
Andrew Rose, Vice President
WARNING- Any unauthorized reproduction oralteration ofthis doctmtent is prohibited.
TO CONFIRM VALIDITY of the attached bond please call 1 603 354-5281 -
TO SUBMIT A CLAIM Send all correspondence to 55 West Street, Keene, NIT 03431
Ann Bond Claim Dept or call our Bond Claim Dept at 1603 358 1437 ivys
F
I: - e5sa�,r<.a.,enesraannara;d� cnaunn. a„:,t �.Aan da,,, r .w,,.. sid nna.6ean u,.a mrr� —dmrnrnMvfnnnbrtn
EXECUTED IN DUPLICATE
1
2
3
4 THE STATE OF TEXAS
5
6 COUNTY OF TARRANT
7
8 That we, UTX Comnanies. LLC
0062 13- 1
PERFORMANCE BOND
Page I of 3
SECTION 00 62 13 Bond No. SUR2005896
PERFORMANCE BOND
§ KNOW ALL BY THESE PRESENTS:
9 "Principal" herein and Frankenmuth Insurance CemDanV
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, known as
a corporate
surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as
"Surety" herein (whether one or more), are held and firmly bound unto the Developer, Teal at
Heritage Glen, LLC , authorized to do business in Texas ("Developer") and the City of Fort
Worth, a Texas municipal corporation ("City"), in the penal sum of,
Four Hundred Seventeen Thousand Three Hundred Seventy -Four and oo/1oo Dollars ($ 417,374.00 ),
lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the
payment of which sum well and truly to be made jointly unto the Developer and the City as dual
obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly
and severally, firmly by these presents.
WHEREAS, Developer and City have entered into an Agreement for the construction of
community facilities in the City of Fort Worth by and through a Community Facilities
Agreement, CFA Number 24-0049 ;and
WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
the 16 day of JA2/L , 20 2Z�l which Contract is hereby referred to and made a
part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
and other accessories defined by law, in the prosecution of the Work, including any Change
Orders, as provided for in said Contract designated as The Encore at Heritage - Fort Worth, Texas
NOW, THEREFORE, the condition of this obligation is such that if the said Principal
shall faithfully perform it obligations under the Contract and shall in all respects duly and
faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
specifications, and contract documents therein referred to, and as well during any period of
extension of the Contract that may be granted on the part of the Developer and/or City, then this
obligation shall be and become null and void, otherwise to remain in full force and effect.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PR03ECTS
Revised January 31, 2012
The Encore at Heritage
CFA No. 24-0049
006213-2
PERFORMANCE BOND
Page 2 of 3
1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
3 Worth Division.
4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
6 accordance with the provisions of said statue.
7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
8 this instrument by duly pauthorized agents and officers on this the 167 day of /Z 1L
9
10 PRINCIPAL:
l I UTX Companies, LLC
12
13
14 BY:
15
16 ATTEST:
17 I_
18IJG�AWH 3fs��. RiG�+Cr
19 (Principal) Secretary Name and Title /
20
21 Address:
22 5593 SH 276, #104
23 Royse City, Texas 75189
24
25 WdAess as to Principal
26 SURETY:
27 Frankenmuth Insurance Company
28
29 '
30 BY:
31 Signa ire
32
33 Sean McCauley, Jr., Attorney -in -Fact
34 Name and Title
35
36 Address:
37 ////// One Mutual Avenue
38 /� Frankenmuth. Ml 48787
39 �(
40 Witness as to Surety , Alex Rausch Telephone Number: (989) 652-6121
41
42
43
44 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
45 from the by-laws showing that this person has authority to sign such obligation. If
46 Surety's physical address is different from its mailing address, both must be provided.
47
CITY OF FORT WORTH The Encore at Heritage
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CFA No. 24-0049
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 The Encore at Heritage
STANDARD CrrY CONDITIONS — DEVELOPER AWARDED PROJECTS CFA No. 24-0049
Revised January 31, 2012
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0062 14- 1
EXECUTED IN DUPLICATE PAYMENTBOND
Page I of 3
SECTION 00 62 14 Bond No. SUR2005896
PAYMENTBOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, UTX Comoanies. LLC known as
"Principal" herein, and Frankenmuth Insurance Comnanv , a
corporate surety ( or sureties if more than one), duly authorized to do business in the State of
Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the
Developer, Teal at Heritage Glen, LLC , authorized to do business in Texas
"(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal
sum of Four Hundred Seventeen Thousand Three Hundred Seventy -Four and 001100 Dollars
($ 417,374.00 ), lawful money of the United States, to be paid in Fort Worth,
Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the
Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators,
successors and assigns, jointly 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 24-0049 ;and
22 WHEREAS, Principal has entered into a certain written Contract with Developer,
23 awarded the 1& day of-Af,IL- , 20�, 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 The Encore at Heritage - Fort Worth, Texas
27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
31 force and effect.
CITY OF FORT WORTH The Encore at Heritage
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CFA No. 24-0049
Revised January 31, 2012
006214-2
PAYMENTBOND
Page 2 of 3
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 1 sttrument by duly authorized agents and officers on this the l& day of
6 1f4%L/L ,202zf
7
S
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ATTEST:
(Principal) Secretary
Witn ss as to Principal
ATTEST:
itness as to Surety, Alex Rausch
PRINCIPAL:
UTX Companies. LLC
BY:
Si //
S514A wor g;ajp� Prier
Name and Title
Address:
5593 SH 276. #104
Rovse City, Texas 75189
SURETY:
Frankenmuth Insurance Company
BY: �� 111Z4/(_
Signature
Sean McCauley. Jr.. Attornev-in-Fact
Name and Title
Address:
One Mutual Avenue
Frankenmuth. M148787
Telephone Number: (989) 652-6121
Note: If signed by an officer of the Surety, there must be on file a certified extract from the
bylaws showing that this person has authority to sign such obligation. If Surety's physical
address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
CITY OF FORT WORTH The Encore at Heritage
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CFA No. 24-0049
Revised January 31, 2012
006214-3
PAYMENTBOND
Page 3 of 3
CITY OF FORT WORTH The Encore at Heritage
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CFA No. 24-0049
Revised January 31, 2012
STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 10, 2013
ENCORE AT HERITAGE
CPN 104458
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Article 1— Definitions and Terminology....................................................................................................... I
1.01 Defined Terms.......................................................................................................................1
1.02 Terminology..........................................................................................................................5
Article 2 — Preliminary Matters................................................................................................................... 6
2.01 Before Starting Construction................................................................................................. 6
2.02 Preconstruction Conference................................................................................................... 6
2.03 Public Meeting...................................................................................................................... 6
Article 3 — Contract Documents and Amending.......................................................................................... 6
3.01 Reference Standards.............................................................................................................. 6
3.02 Amending and Supplementing Contract Documents............................................................. 6
Article 4 — Bonds and Insurance.................................................................................................................. 7
4.01 Licensed Sureties and Insurers.............................................................................................. 7
4.02 Performance, Payment, and Maintenance Bonds................................................................... 7
4.03 Certificates of Insurance........................................................................................................ 7
4.04 Contractor's Insurance........................................................................................................... 9
4.05 Acceptance of Bonds and Insurance; Option to Replace.....................................................12
Article 5 —
Contractor's Responsibilities...................................................................................................12
5.01
Supervision and Superintendent..........................................................................................12
5.02
Labor; Working Hours........................................................................................................13
5.03
Services, Materials, and Equipment....................................................................................13
5.04
Project Schedule..................................................................................................................14
5.05
Substitutes and "Or-Equals"................................................................................................14
5.06
Pre -Qualification of Bidders (Prime Contractors and Subcontractors)................................16
5.07
Concerning Subcontractors, Suppliers, and Others.............................................................16
5.08
Wage Rates..........................................................................................................................18
5.09
Patent Fees and Royalties....................................................................................................19
5.10
Laws and Regulations..........................................................................................................19
5.11
Use of Site and Other Areas.................................................................................................19
5.12
Record Documents..............................................................................................................
20
5.13
Safety and Protection...........................................................................................................
21
5.14
Safety Representative..........................................................................................................
21
5.15
Hazard Communication Programs.......................................................................................
22
5.16
Submittals............................................................................................................................22
5.17
Contractor's General Warranty and Guarantee....................................................................
23
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 104458
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
Article6 - Other Work at the Site............................................................................................................. 26
6.01 Related Work at Site............................................................................................................ 26
Article 7 - City's Responsibilities.............................................................................................................26
7.01 Inspections, Tests, and Approvals....................................................................................... 26
7.02 Limitations on City's Responsibilities................................................................................. 26
7.03 Compliance with Safety Program........................................................................................27
Article 8 -
City's Observation Status During Construction.......................................................................
27
8.01
City's Project Representative..............................................................................................27
8.02
Authorized Variations in Work...........................................................................................
27
8.03
Rejecting Defective Work...................................................................................................27
8.04
Determinations for Work Performed...................................................................................28
Article 9 -
Changes in the Work................................................................................................................
28
9.01
Authorized Changes in the Work.........................................................................................
28
9.02
Notification to Surety..........................................................................................................
28
Article 10 - Change of Contract Price; Change of Contract Time............................................................ 28
10.01 Change of Contract Price..................................................................................................... 28
10.02 Change of Contract Time.................................................................................................... 28
10.03 Delays..................................................................................................................................28
Article I I - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ....................
29
11.01 Notice of Defects.................................................................................................................29
11.02 Access to Work....................................................................................................................29
11.03 Tests and Inspections...........................................................................................................29
11.04 Uncovering Work................................................................................................................30
11.05 City May Stop the Work......................................................................................................
30
11.06 Correction or Removal of Defective Work..........................................................................
30
11.07 Correction Period................................................................................................................
30
11.08 City May Correct Defective Work.......................................................................................
31
Article12 - Completion............................................................................................................................ 32
12.01 Contractor's Warranty of Title............................................................................................ 32
12.02 Partial Utilization................................................................................................................ 32
12.03 Final Inspection................................................................................................................... 32
12.04 Final Acceptance................................................................................................................. 33
Article 13 - Suspension of Work ............
13.01 City May Suspend Work ...
....................................................................... 33
....................................................................... 33
Article14 -Miscellaneous ........................................................................................................................ 34
14.01 Giving Notice...................................................................................................................... 34
CITY OF FORT WORTH
STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS
Revised January 10, 2013
ENCORE AT HERITAGE
CPN 104458
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 ENCORE A T HERITA GE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 104458
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 withthe definition of a listed -defined term, the term shall have a meaning as
defined below whethercapitalized 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
Developerand 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 toits 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 followingpublic facilities within the City public
right-of-way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and
Street Signs.A CFA may include private facilities within the right-of-way dedicated as
private right -of- way or easement on a recorded plat.
8. Contract —The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written
ororal.
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 CityConditions, other general conditions of the Developer, including:
a. An Agreement
b. Attachments to the Agreement
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised January 10, 2013
0073 10-2
Standard City Conditions of The Construction Contract for Developer Awarded Projects
Page 2 of 35
i. Bid Form
ii. Vendor Compliance with State Law Non -Resident Bidder
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
m. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment,
if not attached, as incorporated by reference and described in the Table of
Contents ofthe 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 ofsubsurface and physical conditions are not Contract Documents.
10. Contractor —The individual or entity with whom Developer has entered into the Agreement.
11. Day or day —A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer — An individual or entity that desires to make certain improvements within
the City of Fort Worth
13. Drawings —That part of the Contract Documents prepared or approved by Engineer
whichgraphically 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
ofTexas performing professional services for the Developer.
15. Final Acceptance — The written notice given by the City to the Developer and/or
Contractorthat the Work specified in the Contract Documents has been completed to the
satisfaction ofthe City.
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 104458
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
inconformance 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, orrevision in the Work or an adjustment in the Contract Price or the Contract
Time, issued onor after the Effective Date of the Agreement.
22. Participating Change Order —A document, which is prepared for and approved by the
City,which is signed by Contractor, Developer, and City and authorizes an addition,
deletion, orrevision in the Work or an adjustment in the Contract Price or the Contract
Time, issued onor after the Effective Date of the Agreement.
23. Plans —See definition ofDrawings.
24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance
withthe General Requirements, describing the sequence and duration of the activities
comprisingthe Contractor's plan to accomplish the Work within the Contract Time.
25. Project —The Work to be performed under the Contract Documents.
26. Project Representative —The authorized representative of the City who will be assigned
to the Site.
27. Public Meeting — An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m.,
Monday thru Friday (excluding legal holidays).
29. Samples —Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which
suchportion of the Work will be judged.
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 104458
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 aredesignated for the use of Contractor.
32. Specifications —That part of the Contract Documents consisting of written requirements
formaterials, equipment, systems, standards and workmanship as applied to the Work,
and certain administrative requirements and procedural matters applicable thereto.
Specifications may be specifically made apart of the Contract Documents by attachment
or, if not attached, may be incorporated by reference as indicated in the Table of
Contents (Division 00 00 00) ofeach Project.
33. Standard City Conditions — That part of the Contract Documents setting forth
requirementsof the City.
34. Subcontractor An individual or entity having a direct contract with Contractor or with
anyother Subcontractor for the performance of a part of the Work at the Site.
35. Submittals All drawings, diagrams, illustrations, schedules, and other data or
informationwhich 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
ableto 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
havinga direct contract with Contractor or with any Subcontractor to furnish materials
orequipment to be incorporated in the Work by Contractor or Subcontractor.
39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic
or other control systems.
40. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m.,
Saturday,Sunday or legal holiday, as approved in advance by the City.
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 104458
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
requiredto be provided under the Contract Documents. Work includes and is the result of
performingor providing all labor, services, and documentation necessary to produce
such constructionincluding any Participating Change Order, Non -Participating Change
Order, or Field Order, and furnishing, installing, and incorporating all materials and
equipment into such construction, all as required by the Contract Documents.
42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between
7
a.m. and 6 p. m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.13 through Dare not defined but, when used
inthe 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,
orapproval 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 ENCORE A T HERITA GE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised January 10, 2013
0073 10- 6
Standard City Conditions of The Construction Contract for Developer Awarded Projects
Page 6 of 35
PART 2 - ARTICLE 2 — PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to
startingthe 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.
PART 3 - 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
Regulationsin 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
orauthority to supervise or direct the performance of the Work or any duty or authority
to undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions
in the Work or to modify the terms and conditions thereof by a Participating Change Order
or a Non -Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations
and deviations in the Work not involving a change in Contract Price or Contract Time, may
be authorized, by one or more of the following ways:
1. A Field Order;
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 104458
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.
A. 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
authorizedin 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
qualificationsas 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,
inaccordance with Texas Government Code Chapter 2253 or successor statute, each in an
amountequal 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
theWork 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
listof "Companies Holding Certificates of Authority as Acceptable Sureties on Federal
Bonds andas Acceptable Reinsuring Companies" as published in Circular 570 (amended) by
the FinancialManagement Service, Surety Bond Branch, U.S. Department of the Treasury.
All bonds signedby 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 ofParagraph 4.02.C, Contractor shall promptly notify City and shall, within 30
days after the eventgiving rise to such notification, provide another bond and surety, both of
which shall comply with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates oflnsurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss
payeeidentified 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 ENCORE A T HERITA GE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 104458
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.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed
in the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State
ofrexas. 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
favorof 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 obligationto 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
theprimary coverage.
7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis".
Ifcoverage 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 shallbe 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 islonger. 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
endorsementsare 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 ENCORE A T HERITA GE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 104458
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
riskretention 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
theclaims 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
policiesand endorsements thereto and may make any reasonable requests for deletion or
revision ormodifications 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 bylaw or regulations binding upon either party or the underwriter on any such
policies.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
4.04 Contractor's Insurance
A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain
suchinsurance 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
directlyor indirectly employed by any of them to perform any of the Work, or by anyone for
whose actsany of them may be liable:
1. claims under workers' compensation, disability benefits, and other similar employee
benefitacts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death
of Contractor's employees.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised January 10, 2013
0073 10-10
Standard City Conditions of The Construction Contract for Developer Awarded Projects
Page 10 of 35
1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent
contractors, products/completed operations, personal injury, and liability under an insured
contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the
current Insurance Services Office (ISO) policy. This insurance shall apply as primary
insurance with respect to any other insurance or self-insurance programs afforded to the City.
The Commercial General Liability policy shall have no exclusions by endorsements that
would alter of nullify premises/operations, products/completed operations, contractual,
personal injury, or advertisinginjury, which are normally contained with the policy, unless
the City approves such exclusionsin 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 noless than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 each occurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U"
coverages. 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 byanyone directly or indirectly employed by any of them to perform any of the
Work, or by anyonefor whose acts any of them may be liable.
1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall
be inan amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on
"AnyAuto", defined as autos owned, hired and non -owned.
1) $1, 000, 000 each accident on a combined single limit basis. Split limits are
CITY OF FORT WORTH ENCORE AT HERITAGE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised January 10, 2013
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Standard City Conditions of The Construction Contract for Developer Awarded Projects
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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
ofrailroad 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
tointerfere with, hinder, or obstruct the railroad company in any manner whatsoever in
the useor operation of its/their trains or other property. Such operations on railroad
properties mayrequire that Contractor to execute a "Right of Entry Agreement" with the
particular railroadcompany or companies involved, and to this end the Contractor should
satisfy itself as to therequirements 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'sproperties.
3. The Contractual Liability coverage required by Paragraph 5.04D of the General
Conditionsshall 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 asthe 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
insurancepolicy in the name of the railroad company. However, if more than one
grade separationor at -grade crossing is affected by the Project at entirely separate
locations on the line orlines 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
whereseveral railroad companies are involved and operated on their own separate
rights -of -way, the Contractor may be required to provide separate insurance policies
in the nameof each railroad company.
c.
If, in addition to a grade separation or an at -grade crossing, other work or activity is
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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
includedin 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, eventhough 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
railroadright-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 tracksinvolved in the Project.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon
cancellationor other loss of insurance coverage. Contractor shall stop work until replacement
insurance hasbeen 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
basisof 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 insuranceprovided 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 Cityshall notify the Contractor in writing of such failure prior to the start of the
Work, or of such failureto maintain prior to any change in the required coverage.
B. 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
Work in accordance with the Contract Documents. Contractor shall be solely responsible for
themeans, methods, techniques, sequences, and procedures of construction.
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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
onbehalf of Contractor. All communication given to or received from the Superintendent
shall bebinding 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
andorder 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
Workat 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 withoutCity'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)
BusinessDays 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
legalholiday.
5.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume
fullresponsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water,
sanitaryfacilities, 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 ofrequired tests) as to the source, kind, and quality of materials
and equipment.
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 ofthe applicable Supplier, except as otherwise may be provided in the Contract
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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
andthe General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall
be submitted in accordance with the requirements of Article 9. Adjustments in Contract
Time for projects with City participation shall be made by participating change orders.
5.05 Substitutes and "Or -Equals "
A. Whenever an item of material or equipment is specified or described in the Contract
Documentsby using the name of a proprietary item or the name of a particular Supplier, the
specification ordescription is intended to establish the type, function, appearance, and quality
required. Unlessthe 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 otherSuppliers 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
byContractor 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 whichcase 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
resultsimposed by the design concept of the completed Project as a functioning
whole; and
3) it has a proven record of performance and availability ofresponsive 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
2) it will conform substantially to the detailed requirements of the item named in
the Contract Documents.
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2. Substitute Items:
a. If in City's sole discretion an item of material or equipment proposed by Contractor
doesnot 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
thatnamed and an acceptable substitute therefor. Requests for review of proposed
substituteitems 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
itemof material or equipment that Contractor seeks to furnish or use. The application
shall comply with Section 0125 00 and:
1) shall certify that the proposed substitute item will:
i. perform adequately the functions and achieve the results called for by the
generaldesign;
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
prejudiceContractor's achievement of final completion on time;
ii. whether use of the proposed substitute item in the Work will require a
change inany of the Contract Documents (or in the provisions of any other
direct contractwith 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
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
DamageClaims of other contractors affected by any resulting change.
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B. Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or
procedure of construction approved by City. Contractor shall submit sufficient information to
allow City, inCity'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
ofacceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's
reviewis 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
shallindemnify and hold harmless City and anyone directly or indirectly employed by them
from andagainst any and all claims, damages, losses and expenses (including attorneys fees)
arising outof the use of substituted materials or equipment.
E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed
orsubmitted 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 toreimburse 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 ofBidders (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:
❑ Required for this Contract.
(Check this box if there is any City Participation)
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® Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women
BusinessEnterprises (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 intentof the City's MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information
regardingactual 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
disqualificationof 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
entityany 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
moneysdue any such Subcontractor, Supplier, or other individual or entity except as may
otherwisebe 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
theWork 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
specificallybinds the Subcontractor or Supplier to the applicable terms and conditions of
these Contract
Documents, Contractor shall provide City contract numbers and reference numbers to
theSubcontractors and/or Suppliers.
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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
therates determined by the City Council of the City of Fort Worth to be the prevailing wage
rates inaccordance 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
wageshall, 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
whethergood 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 determinationof 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
affectedworker, 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 anyaffected worker does not resolve the issue by agreement before the
15th day after the date the City makes its initial determination pursuant to Paragraph C above.
If the persons required to arbitrate under this section do not agree on an arbitrator before the
1 lth day after the date that arbitration is required, a district court shall appoint an arbitrator
on the petition of any of the persons. The City is not a party in the arbitration. The decision
and award of the arbitrator is final and binding on all parties and may be enforced in any court
of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three
(3)years following the date of acceptance of the work, maintain records that show (i) the name
and
occupation of each worker employed by the Contractor in the construction of the Work
providedfor in this Contract; and (ii) the actual per diem wages paid to each worker. The
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records shall beopen at all reasonable hours for inspection by the City. The provisions of
Paragraph 6.23, Rightto 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
atall 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
limitedto 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 ofpatent rights or copyrights incident to the use in the performance of the Work
or resulting fromthe incorporation in the Work of any invention, design, process, product, or
device not specifiedin 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'scompliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to
Lawsor 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 allcourt 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 ofContractor's obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment,
and the operations of workers to the Site and other areas permitted by Laws and
Regulations, and shall not unreasonably encumber the Site and other areas with
construction equipment or
other materials or equipment. Contractor shall assume full responsibility for any damage
toany such land or area, or to the owner or occupant thereof, or of any adjacent land or
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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 iscarrying 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 thesection on which operations are in progress before work is commenced on any
additional area of the Site.
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage
Claim.
4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from
and against all claims, costs, losses, and damages arising out of or relating to any claim
or action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if
theContractor 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 indoing 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
andthe 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 equipmentand machinery, and surplus materials and shall restore to original
condition or better all propertydisturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be
loadedin any manner that will endanger the structure, nor shall Contractor subject any part of
the Workor 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,
ChangeOrders, Field Orders, and written interpretations and clarifications in good order and
annotatedto show changes made during construction. These record documents together with
all approved
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
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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
oftheir 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
onor 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;
andshall 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 whenprosecution 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
continueuntil 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.
5.15 Hazard Communication Programs
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Contractor shall be responsible for coordinating any exchange of material safety data sheets or
otherhazard 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
submittalwill be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 5.16.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater
detail, their review shall not excuse Contractor from requirements shown on the
Drawings and Specifications.
5. For -Information -Only submittals upon which the City is not expected to conduct review
or take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog
numbers,the use for which intended and other data as City may require to enable City to
review the submittal for the limited purposes required by Paragraph 5.16.C.
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City's review and acceptance of the pertinent submittal will
beat 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 theitems covered by the submittals will, after installation or incorporation in the Work,
conformto 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.
2. City's review and acceptance will not extend to means, methods, techniques, sequences,
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orprocedures 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 theitem functions.
3. City's review and acceptance shall not relieve Contractor from responsibility for
anyvariation 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 forcomplying 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
ContractDocuments and will not be defective. City and its officers, directors, members,
partners, employees, agents, consultants, and subcontractors shall be entitled to rely on
representation ofContractor's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than
Contractor, Subcontractors, Suppliers, or any other individual or entity for whom
Contractor is responsible; or
2. normal wear and tear under normal usage.
C. Contractor's obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that
isnot in accordance with the Contract Documents or a release of Contractor's obligation to
perform the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City or Developer of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto
by City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
7. any correction of defective Work by City.
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D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2)
years from the date of Final Acceptance of the Work unless a longer period is specified and
shall furnish a good and sufficient maintenance bond, complying with the requirements of
Article
4.02.B. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense,
theCity, its officers, servants and employees, from and against any and all claims arising out
of, oralleged to arise out of, the work and services to be performed by the Contractor, its
officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR
SOMEOF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN
PART, BYANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity
provision is intended to include, without limitation, indemnity for costs, expenses and legal
fees incurred bythe City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City,
itsofficers, 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 OFTHE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services
arespecifically 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 shallcause 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 whensubmitted to City.
C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
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certifications or approvals performed by such design professionals, provided City has
specifiedto 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
designdrawings will be only for the limited purpose of checking for conformance with
performance and design criteria given and the design concept expressed in the Contract
Documents. City's review and acceptance of Submittals (except design calculations and
design drawings) will be only for the purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing City funds
B. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any
directly pertinent books, documents, papers, and records of the Contractor involving
transactions relatingto 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 spacein 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
thatthe 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
directlypertinent 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 toconduct 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 V1, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements
ofthe Act and the Regulations as further defined in the Supplementary Conditions for any
projectreceiving Federal assistance.
C. ARTICLE 6 — OTHER WORK AT THE SITE
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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
utilityowner, 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,
andproperly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and
patching ofthe 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
promptlyreport 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'sfailure 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.
D. 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
Paragraphl 1.03.
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
safetyprecautions and programs incident thereto, or for any failure of Contractor to comply
with Lawsand 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.
7.03 Compliance with Safety Program
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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.
E. 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 areset 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 inspectionson the Site to check the quality or quantity of the Work. City's Project
Representative's effortswill be directed toward providing City a greater degree of confidence
that the completed Workwill 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
ofthe 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 asindicated by the Contract Documents. These may be accomplished by a
Field Order and will be binding on City Developer, and also on Contractor, who shall perform the
Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City's Project Representative believes to be
defective,or will not produce a completed Project that conforms to the Contract Documents or
that will prejudice the integrity of the design concept of the completed Project as a functioning
whole as indicated by the Contract Documents. City will have authority to conduct special
inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated,
installed, or completed.
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8.04 DeterminationsforWorkPerformed
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).
F. 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 orderof 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.
G. 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
Cityparticipation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with
Cityparticipation.
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,
andother professionals and all court or arbitration or other dispute resolution costs) sustained
by Contractor on or in connection with any other project or anticipated project.
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H. ARTICLE 11—TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE
OFDEFECTIVE WORK
11.01 Notice ofDefects
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 andlnspections
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
requiredinspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require
anyof 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
connectionwith 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 equipmentsubmitted 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 negativeresult and require a retest.
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3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City,
uncoversuch Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City,
itmust, 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
materialsor equipment, or fails to perform the Work in such a way that the completed Work will
conform tothe 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 notgive 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 agentof 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
toan 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 notlimited to all fees and charges of engineers, architects, attorneys, and other
professionals and allcourt or arbitration or other dispute resolution costs) arising out of or
relating to such correctionor 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
andguarantee, 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
maybe prescribed by the terms of any applicable special guarantee required by the Contract
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Documents), any Work is found to be defective, or if the repair of any damages to the land
or areas made available for Contractor's use by City or permitted by Laws and Regulations
as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly,
without cost to City and in accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace
itwith Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the
workof 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
defectiveWork 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 (includingbut 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
respectto 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 underthis 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 1.06.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 suchdeficiency.
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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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
resolutioncosts) 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.
I. ARTICLE 12 — COMPLETION
12.01 Contractor's Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by
anyApplication 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
topermit City to use or occupy any such part of the Work which City determines to be ready
for itsintended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part
ofthe Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City
andContractor shall make an inspection of that part of the Work to determine its status
of completion. If City does not consider that part ofthe Work to be substantially complete,
Citywill notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Finallnspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
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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 arenecessary 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
satisfactionof 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
toCity) 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'sinsurance 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.
J. 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
coveredby 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 bymutual consent of the Contractor and City that a solution to allow construction
to proceed is not
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available within a reasonable period of time, Contractor may request an extension in
ContractTime, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor
shallstore all materials in such a manner that they will not obstruct or impede the public
unnecessarilynor 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 erecttemporary structures where necessary.
K. ARTICLE 14 —MISCELLANEOUS
14.01 Giving Notice
L. Whenever any provision of the Contract Documents requires the giving of written notice, it
willbe 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
thecorporation 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.
M. Business address changes must be promptly made in writing to the other party.
N. 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 aSaturday 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
imposedor available by Laws or Regulations, by special warranty or guarantee, or by other
provisions of theContract 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 towhich they apply.
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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
theseGeneral Conditions.
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SECTION 01 11 00
SUMMARY OF WORK
GENERAL
SUMMARY
A. Section Includes:
011100-1
DAP SUMMARY OF WORK
Pagel of 3
1. Summary of Work to be performed in accordance with the Contract Documents
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1 - General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
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. Work Covered by Contract Documents
1. Work is to include furnishing all labor, materials, and equipment, and performing all Work
necessary for this construction project as detailed in the Drawings and Specifications.
B. Subsidiary Work
Any and all Work specifically governed by documentary requirements for the project, such
as conditions imposed by the Drawings or Contract Documents in which no specific item
for bid has been provided for in the Proposal and the item is not a typical unit bid item
included on the standard bid item list, then the item shall be considered as a subsidiary item
of Work, the cost of which shall be included in the price bid in the Proposal for various bid
items.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and equipment stored
on the Site.
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 ENCORE A T HERITA GE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised December 20, 2012
01 11 00- 2
DAP SUMMARY OF WORK
Page 2 of 3
b. Excavated and waste materials shall be stored in such a way as not to interfere with the
use of spaces that may be designated to be left free and unobstructed and so as not to
inconvenience occupants of adjacent property.
c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner
as not to interfere with the operation of the railroad.
All Work shall be in accordance with railroad requirements set forth in Division 0 as
well as the railroad permit.
D. Work within Easements
1. Do not enter upon private property for any purpose without having previously obtained
permission from the owner of such property.
2. Do not store equipment or material on private property unless and until the specified
approval of the property owner has been secured in writing by the Contractor and a copy
furnished to the City.
3. Unless specifically provided otherwise, clear all rights -of -way or easements of
obstructions which must be removed to make possible proper prosecution of the Work
as a part of the project construction operations.
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
lawns, fences, culverts, curbing, and all other types of structures or improvements, to all
water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances
thereof, including the construction of temporary fences and to all other public or private
property adjacent to the Work.
5. Notify the proper representatives of the owners or occupants of the public or private
lands of interest in lands which might be affected by the Work.
a. Such notice shall be made at least 48 hours in advance of the beginning of the
Work.
b. Notices shall be applicable to both public and private utility companies and any
corporation, company, individual, or other, either as owners or occupants, whose
land or interest in land might be affected by the Work.
c. Be responsible for all damage or injury to property of any character resulting from
any act, omission, neglect, or misconduct in the manner or method or execution of
the Work, or at any time due to defective work, material, or equipment.
6. Fence
a. Restore all fences encountered and removed during construction of the Project to
the original or a better than original condition.
b. Erect temporary fencing in place of the fencing removed whenever the Work is not
in progress and when the site is vacated overnight, and/or at all times to provide site
security.
c. The cost for all fence work within easements, including removal, temporary
closures and replacement, shall be subsidiary to the various items bid in the project
proposal, unless a bid item is specifically provided in the proposal.
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised December 20, 2012
01 11 00- 3
DAP SUMMARY OF WORK
Page 3 of 3
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised December 20, 2012
SECTION 01 31 19
PRECONSTRUCTION MEETING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
0131 19- 1
DAP PRECONSTRUCTION MEETING
Pagel of 3
1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify
construction contract administration procedures
B. Deviations from this City of Fort Worth Standard Specification
1. No construction schedule required unless requested by the City.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid. No
separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be
qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for future
reference.
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the delivery of the distribution
package to the City.
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 ENCORE AT HERITAGE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised August 30, 2013
0131 19- 2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
e. Other City representatives
f. Others as appropriate
4. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor's work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
1. Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre -Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City's representative for operations of existing water systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
J. Questions or Comments
CITY OF FORT WORTH ENCORE AT HERITAGE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised August 30, 2013
0131 19- 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH ENCORE AT HERITAGE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised August 30, 2013
01 32 33- 1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
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 to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Preconstruction Video
1. Produce a preconstruction video of the site/alignment, including all areas in the
vicinity of and to be affected by construction.
a. Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED] PART
2 - PRODUCTS [NOT USED]
CITY OF FORT WORTH ENCORE AT HERITAGE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised August 30, 2013
K,
PART 3 - EXECUTION [NOT USED]
4 END OF SECTION
Revision
Log
01 32 33- 2
DAP PRECONSTRUCTION VIDEO
Page 2 of 2
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH ENCORE AT HERITAGE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CPN 104458
Revised August 30, 2013
SECTION 0133 00
DAP SUBMITTALS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
01 33 00- 1
DAP SUBMITTALS
Pagel of 8
General methods and requirements of submissions applicable to the following Work -related
submittals:
a. Shop Drawings
b. Product Data (including Standard Product List submittals)
c. Samples
d. Mock Ups
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid. No
separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from
the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the
related Work or other applicable activities, or within the time specified in the individual
Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by processing
times including, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
d) Purchasing
e) Fabrication
f) Delivery
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 ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised August 30, 2013
01 33 00- 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.
A. Submittal Numbering
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each initial
separate item or drawing submitted under each specific Section number.
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd
submission, B=3rd submission, C=4th submission, etc.). A typical submittal
number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop drawing
B. Contractor Certification
1. Review shop drawings, product data and samples, including those by subcontractors,
prior to submission to determine and verify the following:
a. Field measurements
b. Field construction criteria
c. Catalog numbers and similar data
d. Conformance with the Contract Documents
2. Provide each shop drawing, sample and product data submitted by the Contractor with a
Certification Statement affixed including:
a. The Contractor's Company name
b. Signature of submittal reviewer
c. Certification Statement
1) `By this submittal, I hereby represent that I have determined and verified field
measurements, field construction criteria, materials, dimensions, catalog
numbers and similar data and I have checked and coordinated each item with
other applicable approved shop drawings."
C. Submittal Format
1. Fold shop drawings larger than 8 %2 inches x 11 inches to 8 '/2 inches x 11 inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
D. Submittal Content
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised August 30, 2013
01 33 00- 3
DAP SUBMITTALS
Page 3 of 8
1. The date of submission and the dates of any previous submissions
2. The Project title and number
3. Contractor identification
4. The names of:
a. Contractor
b. Supplier
c. Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s)
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identification by highlighting of deviations from Contract Documents
10. Identification by highlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
E. 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
Provide such measurements and note on the drawings prior to submitting for approval.
F. 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
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised August 30, 2013
01 33 00- 4
DAP SUBMITTALS
Page 4 of 8
4) Roughing -in diagrams and templates
5) Catalog cuts
6) Product photographs
7) Standard wiring diagrams
8) Printed performance curves and operational -range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended spare -parts
listing and printed product warranties
12) As applicable to the Work
H. Samples
As specified in individual Sections, include, but are not necessarily limited to:
a. Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches and
range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
I. Do not start Work requiring a shop drawing, sample or product data nor any material to be
fabricated or installed prior to the approval or qualified approval of such item.
1. Fabrication performed, materials purchased or on -site construction accomplished which
does not conform to approved shop drawings and data is at the Contractor's risk.
2. The City will not be liable for any expense or delay due to corrections or remedies required
to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance with
approved shop drawings, applicable samples, and product data.
J. Submittal Distribution
Electronic Distribution
a. Confirm development of Project directory for electronic submittals to be uploaded to
City's Buzzsaw site, or another external FTP site approved by the City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate City
representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
c. Product Data
1) Upload submittal to designated project directory and notify appropriate City
representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised August 30, 2013
01 33 00- 5
DAP SUBMITTALS
Page 5 of 8
a. Shop Drawings
1) Distributed to the City
2) Copies
(1) 8 copies for mechanical submittals
(2) 7 copies for all other submittals
(3) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
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 the number
previously specified.
K. Submittal Review
1. The review of shop drawings, data and samples will be for general conformance with the
design concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details, dimensions,
and materials
c. Approving departures from details furnished by the City, except as otherwise provided
herein
2. The review and approval of shop drawings, samples or product data by the City does not
relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms
of the Contract.
a. All risks of error and omission are assumed by the Contractor, and the City will have no
responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the Work
with all other associated work and trades, for selecting fabrication processes, for techniques
of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a departure
from the Contract requirements which City finds to be in the interest of the City and to be
so minor as not to involve a change in Contract Price or time for performance, the City may
return the reviewed drawings without noting an exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or comments
on the submittal.
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised August 30, 2013
01 33 00- 6
DAP SUBMITTALS
Page 6 of 8
a. When returned under this code the Contractor may release the equipment and/or
material for manufacture.
b. Code 2
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the
notations and comments IS NOT required by the Contractor.
a. The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the final
product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned
when notations and comments are extensive enough to require a resubmittal of the
package.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the final
product.
b) This resubmittal is to address all comments, omissions and non -conforming
items that were noted.
c) Reuubmittal is to be received by the City within 15 Calendar Days of the date
of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the
Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the submittal
into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor to meet
the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor's risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City's expense.
1) All subsequent reviews will be performed at times convenient to the City and at the
Contractor's expense, based on the City's or City Representative's then prevailing
rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such
fees invoiced by the City.
c. The need for more than 1 resubmission or any other delay in obtaining City's review of
submittals, will not entitle the Contractor to an extension of Contract Time.
7. Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City's discretion.
b. Submittals deemed by the City to be not complete will be returned to the Contractor,
and will be considered "Not Approved" until resubmitted.
c. The City may at its option provide a list or mark the submittal directing the Contractor
to the areas that are incomplete.
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised August 30, 2013
01 33 00- 7
DAP SUBMITTALS
Page 7 of 8
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.
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
If specifically required in other Sections of these Specifications, submit a P.E. Certification for
each item required.
N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Sufficient information shall be attached to permit a written response without further
information.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised August 30, 2013
01 33 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 ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised August 30, 2013
SECTION 0135 13
SPECIAL PROJECT PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
0135 13- 1
DAP SPECIAL PROJECT PROCEDURES
Page 1 of 7
1. The procedures for special project circumstances that includes, but is not limited to:
a. Coordination with the Texas Department of Transportation
b. Work near High Voltage Lines
c. Confined Space Entry Program
d. Air Pollution Watch Days
e. Use of Explosives, Drop Weight, Etc.
f. Water Department Notification
g. Public Notification Prior to Beginning Construction
h. Coordination with United States Army Corps of Engineers
i. Coordination within Railroad permits areas
j. Dust Control
k. Employee Parking
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 33 12 25 — Connection to Existing Water Mains
1.2 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. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High
Voltage Overhead Lines.
3. North Central Texas Council of Governments (NCTCOG) — Clean Construction
Specification
1.3 ADMINISTRATIVE REQUIREMENTS
A. Coordination with the Texas Department of Transportation
1. When work in the right-of-way which is under the jurisdiction of the Texas Department of
Transportation (TxDOT):
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised August 30, 2013
0135 13- 2
DAP SPECIAL PROJECT PROCEDURES
Page 2 of 7
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 ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised August 30, 2013
0135 13- 3
DAP SPECIAL PROJECT PROCEDURES
Page 3 of 7
1. During the construction of this project, it will be necessary to deactivate, for a period of
time, existing lines. The Contractor shall be required to coordinate with the Water
Department to determine the best times for deactivating and activating those lines.
2. Coordinate any event that will require connecting to or the operation of an existing City
water line system with the City's representative.
a. Coordination shall be in accordance with Section 33 12 25.
b. If needed, obtain a hydrant water meter from the Water Department for use
during the life of named project.
In the event that a water valve on an existing live system be turned off and on to
accommodate the construction of the project is required, coordinate this activity
through the appropriate City representative.
1) Do not operate water line valves of existing water system.
a) Failure to comply will render the Contractor in violation of Texas Penal
Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor
will be prosecuted to the full extent of the law.
b) In addition, the Contractor will assume all liabilities and
responsibilities as a result of these actions.
B. Public Notification Prior to Beginning Construction
1. Prior to beginning construction on any block in the project, on a block by block basis,
prepare and deliver a notice or flyer of the pending construction to the front door of each
residence or business that will be impacted by construction. The notice shall be prepared
as follows:
a. Post notice or flyer 7 days prior to beginning any construction activity on each block
in the project area.
1) Prepare flyer on the Contractor's letterhead and include the following information:
a) Name of Project
b) City Project No (CPN)
c) Scope of Project (i.e. type of construction activity)
d) Actual construction duration within the block
e) Name of the contractor's foreman and phone number
f) Name of the City's inspector and phone number
g) City's after-hours phone number
2) A sample of the `pre -construction notification' flyer is attached as Exhibit A.
3) Submit schedule showing the construction start and finish time for each block of the
project to the inspector.
4) Deliver flyer to the City Inspector for review prior to distribution.
b. No construction will be allowed to begin on any block until the flyer is delivered to all
residents of the block.
C. Public Notification of Temporary Water Service Interruption during Construction
1. In the event it becomes necessary to temporarily shut down water service to residents or
businesses during construction, prepare and deliver a notice or flyer of the pending
interruption to the front door of each affected resident.
2. Prepared notice as follows:
a. The notification or flyer shall be posted 24 hours prior to the temporary interruption.
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised August 30, 2013
0135 13- 4
DAP SPECIAL PROJECT PROCEDURES
Page 4 of 7
a. Prepare flyer on the contractor's letterhead and include the following information:
1) Name of the project
2) City Project Number
3) Date of the interruption of service
4) Period the interruption will take place
5) Name of the contractor's foreman and phone number
6) Name of the City's inspector and phone number
c. A sample of the temporary water service interruption notification is attached as Exhibit
B.
d. Deliver a copy of the temporary interruption notification to the City inspector for
review prior to being distributed.
e. No interruption of water service can occur until the flyer has been delivered to all
affected residents and businesses.
f. Electronic versions of the sample flyers can be obtained from the Project Construction
Inspector.
H. Coordination with United States Army Corps of Engineers (USACE)
1. At locations in the Project where construction activities occur in areas where USACE
permits are required, meet all requirements set forth in each designated permit.
I. Coordination within Railroad Permit Areas
1. At locations in the project where construction activities occur in areas where railroad
permits are required, meet all requirements set forth in each designated railroad permit.
This includes, but is not limited to, provisions for:
a. Flagmen
b. Inspectors
c. Safety training
d. Additional insurance
e. Insurance certificates
f. Other employees required to protect the right-of-way and property of the Railroad
Company from damage arising out of and/or from the construction of the project.
Proper utility clearance procedures shall be used in accordance with the permit
guidelines.
2. Obtain any supplemental information needed to comply with the railroad's requirements.
J. Dust Control
1. Use acceptable measures to control dust at the Site.
a. If water is used to control dust, capture and properly dispose of waste water.
b. If wet saw cutting is performed, capture and properly dispose of slurry.
K. Employee Parking
1. Provide parking for employees at locations approved by the City.
L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean
Construction Specification [if required for the project]
1. Comply with equipment, operational, reporting and enforcement requirements set forth in
NCTCOG's Clean Construction Specification.}
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised August 30, 2013
013513-5
DAP SPECIAL PROJECT PROCEDURES
Page 5 of 7
1.4 SUBMITTALS [NOT USED]
1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.6 CLOSEOUT SUBMITTALS [NOT USED]
1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.8 QUALITY ASSURANCE [NOT USED]
1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.10 FIELD [SITE] CONDITIONS [NOT USED]
1.11 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
1.33 — 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 ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised August 30, 2013
01 35 13- 6
DAP SPECIAL PROJECT PROCEDURES
Page 6 of 7
EXHIBIT A
(To be printed on Contractor's Letterhead)
Date:
CPN No.:
Project Name:
Mapsco Location:
Limits of Construction:
NOTICE OF
CONSTRUCTION
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH,
OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY.
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF
THIS NOTICE.
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE,
PLEASE CALL:
Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.>
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 ENCORE A THERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised August 30, 2013
0135 13- 7
DAP SPECIAL PROJECT PROCEDURES
Page 7 of 7
EXHIBIT B
FoR_ T WoRTH
DOB NO. XXXX
Pro,ea Imo:
NOTICE OF TEMPORARY WATER SERVICE
INTERRUPTION
DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR
WATER SERVICE WILL BE INTERRUPTED ON
BETWEEN THE HOURS OF AND
IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL:
MR. AT
(CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER)
OR
MR. AT
(CITY INSPECTOR) (TELEPHONE NUMBER)
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU,
,CONTRACTOR
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised August 30, 2013
01 45 23- 1
DAP TESTING AND INSPECTION SERVICES
Pagel of 2
SECTION 0145 23
TESTING AND INSPECTION SERVICES
' KEK"WI W 45101
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required paymentsfor
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, sufficientlyin
advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to the City's document management system, or another external
FTP site approved by the City.
CITY OF FORT WORTH ENCORE AT HERITAGE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised March 20, 2020
01 45 23- 2
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City's Project Representative
4. Provide City's Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION 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
3/9/2020 D.V. Magaiia Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City's document management system.
CITY OF FORT WORTH ENCORE AT HERITAGE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised March 20, 2020
0150 00-1
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, but not necessarily
limited to:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
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
Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities having
jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be performed
and for specified tests of piping, equipment, devices or other use as required for the
completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic consumption by
Contractor personnel and City's Project Representatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised July 1, 2011
01 50 00- 2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City's
established rates.
3. Electricity and Lighting
a. Provide and pay for electric powered service as required for Work, including testing of
Work.
Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to maintain
operations during scheduled shutdown.
4. Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel and others
performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health problem.
d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in
accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above
ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification, inspection and
inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from temporary and
existing buildings.
6. Remove building from site prior to Final Acceptance.
D. Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract documents
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised July 1, 2011
01 50 00- 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
E. Dust Control
1. Contractor is responsible for maintaining dust control through the duration of the project.
a. Contractor remains on -call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due to
weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE -INSTALLATION
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised July 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 [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised July 1, 2011
01 55 26- 1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Pagel of 3
SECTION 0155 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
IRMU RC41 WR e177M•/u104►18WZIZy011117xy
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid. No
separate payment will be allowed for this Item.
1.3 REFERENCES
A. Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this specification, unless
a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A. Traffic Control
1. General
a. When traffic control plans are included in the Drawings, provide Traffic Control in
accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traffic control
plans in accordance with Section 34 71 13 and submit to City for review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B. Street Use Permit
1. Prior to installation of Traffic Control, a City Street Use Permit is required.
a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and
Public Works Department.
CITY OF FORT WORTH ENCORE AT HERITAGE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
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 installation traffic control:
a. Submit revised traffic control plans to City Department Transportation and Public
Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
D. Removal of Street Sign
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 ENCORE AT HERITAGE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
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 ENCORE AT HERITAGE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised July 1, 2011
0157 13- 1
DAP STORM WATER POLLUTION PREVENTION
Pagel of 3
SECTION 0157 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
Measurement and Payment shall be in accordance with Section 3125 00.
1.3 REFERENCES
A. Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: NOT
3. Storm Water Pollution Prevention Plan: SWPPP
4. Texas Commission on Environmental Quality: TCEQ
5. Notice of Change: NOC
B. Reference Standards
1. Reference standards cited in this Specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this Specification,
unless a date is specifically cited.
2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A. General
1. Contractor is responsible for resolution and payment of any fines issued associated with
compliance to Stormwater Pollution Prevention Plan.
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised July 1, 2011
01 57 13- 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
B. Construction Activities resulting in:
1. Less than 1 acre of disturbance
a. Provide erosion and sediment control in accordance with Section 3125 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit
is required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Required under general permit TXR150000
a) Sign and post at job site
b) Prior to Preconstruction Meeting, send 1 copy to City Department of
Transportation and Public Works, Environmental Division, (817) 392-6088.
2) Provide erosion and sediment control in accordance with:
a) Section 3125 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
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
A. SWPPP
Submit in accordance with Section 0133 00, except as stated herein.
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as
follows:
1) 1 copy to the City Project Manager
a) City Project Manager will forward to the City Department of Transportation
and Public Works, Environmental Division for review
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
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]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised July 1, 2011
SECTION 0160 00
PRODUCT REQUIREMENTS
PART 1-GENERAL
1.1 SUMMARY
A. Section Includes:
01 60 00- 1
DAP PRODUCT REQUIREMENTS
Page 1 of 2
1. References for Product Requirements and City Standard Products List
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A list of City approved products for use is available through the City's website at:
https://apes.fortworthtexas.aov/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 ENCORE AT HERITAGE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised March 20, 2020
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
01 60 00- 2
DAP PRODUCT REQUIREMENTS
Page 2 of 2
Revision
Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City's Standard Product List
4/7/2014 M.Domenec Revised for DAP application
h
03/20/202 D.V. Magana Removed reference to Buzzsaw and noted that the City approved
0 products list isaccessible through the City's website.
CITY OF FORT WORTH ENCORE AT HERITAGE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CPN 104458
Revised March 20, 2020
01 66 00- 1
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Pagel of4
SECTION 0166 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Scheduling of product delivery
2. Packaging of products for delivery
3. Protection of products against damage from:
a. Handling
b. Exposure to elements or harsh environments
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division I — 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
I . 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 ENCORE AT HERITAGE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised April 7, 2014
01 66 00- 2
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
4. Deliver products or equipment in manufacturer's original unbroken cartons or other
containers designed and constructed to protect the contents from physical or environmental
damage.
5. Clearly and fully mark and identify as to manufacturer, item and installation location.
6. Provide manufacturer's instructions for storage and handling.
B. Handling Requirements
1. Handle products or equipment in accordance with these Contract Documents and
manufacturer's recommendations and instructions.
C. Storage Requirements
1. Store materials in accordance with manufacturer's recommendations and requirements of
these Specifications.
2. Make necessary provisions for safe storage of materials and equipment.
a. Place loose soil materials and materials to be incorporated into Work to prevent damage
to any part of Work or existing facilities and to maintain free access at all times to all
parts of Work and to utility service company installations in vicinity of Work.
3. Keep materials and equipment neatly and compactly stored in locations that will cause
minimum inconvenience to other contractors, public travel, adjoining owners, tenants and
occupants.
a. Arrange storage to provide easy access for inspection.
4. Restrict storage to areas available on construction site for storage of material and equipment
as shown on Drawings, or approved by City's Project Representative.
5. Provide off -site storage and protection when on -site storage is not adequate.
a. Provide addresses of and access to off -site storage locations for inspection by City's
Project Representative.
6. Do not use lawns, grass plots or other private property for storage purposes without written
permission of owner or other person in possession or control of premises.
7. Store in manufacturers' unopened containers.
8. Neatly, safely and compactly stack materials delivered and stored along line of Work to
avoid inconvenience and damage to property owners and general public and maintain at
least 3 feet from fire hydrant.
9. Keep public and private driveways and street crossings open.
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction
of City's Project Representative.
a. Total length which materials may be distributed along route of construction at one time
is 1,000 linear feet, unless otherwise approved in writing by City's Project
Representative.
CITY OF FORT WORTH ENCORE AT HERITAGE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised April 7, 2014
01 66 00- 3
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A. Tests and Inspections
1. Inspect all products or equipment delivered to the site prior to unloading.
B. Non -Conforming Work
1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory
for use on the project.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION
A. Protect all products or equipment in accordance with manufacturer's written directions.
B. Store products or equipment in location to avoid physical damage to items while in storage.
C. Protect equipment from exposure to elements and keep thoroughly dry if required by the
manufacturer.
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH ENCORE AT HERITAGE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised April 7, 2014
01 66 00- 4
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH ENCORE AT HERITAGE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised April 7, 2014
01 70 00- 1
DAP MOBILIZATION AND REMOBILIZATION
Pagel of 4
SECTION 0170 00
MOBILIZATION AND REMOBILIZATION
PART 1-GENERAL
1.1 SUMMARY
A. Section Includes:
1. Mobilization and Demobilization
a. Mobilization
1) Transportation of Contractor's personnel, equipment, and operating suppliesto
the Site
2) Establishment of necessary general facilities for the Contractor's operationat
the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor's personnel, equipment, and operating suppliesto
another location within the designated Site
5) Relocation of necessary general facilities for the Contractor's operation
from 1 location to another location on the Site.
b. Demobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
2. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH ENCORE AT HERITAGE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised April 7, 2014
01 70 00- 2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
1) Mobilization shall consist of the activities and cost on a Work Order basis
necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Work Order
c) Removal of all buildings or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for specific items of
work for which payment is provided elsewhere in the contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Mobilization and Demobilization
a. Measure
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and materials furnished in accordance with this Itemare
subsidiary to the various Items bid and no other compensation will beallowed.
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 unitprice
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)
No payments will be made for standby, idle time, or lost profits associated this
CITY OF FORT WORTH ENCORE AT HERITAGE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised April 7, 2014
01 70 00- 3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
1. Remobilization for suspension of Work as required by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10of
Section 00 72 00.
2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
2. 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 mobilizationand
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.
3. 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 I.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
1.2 REFERENCES [NOT USED]
1.3 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.4 SUBMITTALS [NOT USED]
1.5 INFORMATIONAL SUBMITTALS [NOT USED]
1.6 CLOSEOUT SUBMITTALS [NOT USED]
1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.8 QUALITY ASSURANCE [NOT USED]
1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CITY OF FORT WORTH ENCORE AT HERITAGE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised April 7, 2014
01 70 00- 4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 4
1.3 FIELD [SITE] CONDITIONS [NOT USED]
1.4 WARRANTY [NOT USED] PART
2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
DATE NAME
4/7/2014 M.Domenech
END OF SECTION
Revision Log
SUMMARY OF CHANGE
Revised for DAP application
CITY OF FORT WORTH ENCORE AT HERITAGE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised April 7, 2014
01 71 23- 1
CONSTRUCTION STAKING AND SURVEY
Pagel of 8
SECTION 01 71 23
CONSTRUCTION STAKING AND SURVEY
PART 1-GENERAL
1.1 SUMMARY
A. Section Includes:
1. Requirements for construction staking and construction survey
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. Construction Staking
a. Measurement
1) Measurement for this Item shall be by lump sum.
b. Payment
1) The work performed and the materials furnished in accordance with this Item
shall be paid for at the lump sum price bid for "Construction Staking".
2) Payment for "Construction Staking" shall be made in partial payments
prorated by work completed compared to total work included in the lump
sum item.
c. The price bid shall include, but not be limited to the following:
1) Verification of control data provided by City.
2) Placement, maintenance and replacement of required stakes and markingsin
the field.
3) Preparation and submittal of construction staking documentation in the
form of "cut sheets" using the City's standard template.
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) Measurement for this Item shall be by lump sum.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item shall be paid for at the lump sum price bid for "As -Built Survey".
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS CPN 104458
Revised February 14, 2018
01 71 23- 2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 8
2) Payment for "Construction Staking" shall be made in partial payments
prorated by work completed compared to total work included in the lump sum
item.
c. The price bid shall include, but not be limited to the following::
1) Field measurements and survey shots to identify location of completed
facilities.
2) Documentation and submittal of as -built survey data onto contractor redline
plans and digital survey files.
1.3 REFERENCES
A. Definitions
1. Construction Survev - The survey measurements made prior to or while construction
is in progress to control elevation, horizontal position, dimensions andconfiguration
of structures/improvements included in the Project Drawings.
2. As -built Survev —The measurements made after the construction of the improvement
features are complete to provide position coordinates for the featuresof a project.
3. Construction Stakinia — The placement of stakes and markings to provide offsets
and elevations to cut and fill in order to locate on the ground the designed
structures/improvements included in the Project Drawings. Construction staking
shall include staking easements and/or right of way if indicated on the plans.
4. Survev "Field Checks" — Measurements made after construction staking is completed
and before construction work begins to ensure that structures marked onthe ground
are accurately located per Project Drawings.
B. Technical References
1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw
website) — 01 71 23.16.01— Attachment A Survey Staking Standards
2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (availableon
City's Buzzsaw website).
3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision
4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land
Surveying in the State of Texas, Category 5
1.4 ADMINISTRATIVE REQUIREMENTS
A. The Contractor's selection of a surveyor must comply with Texas Government
Code 2254 (qualifications based selection) for this project.
1.5 SUBMITTALS
A. Submittals, if required, shall be in accordance with Section 0133 00.
B. All submittals shall be received and reviewed by the City prior to delivery of work.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A. Field Quality Control Submittals
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS CPN 104458
Revised February 14, 2018
01 71 23- 3
CONSTRUCTION STAKING AND SURVEY
Page 3 of 8
1. Documentation verifying accuracy of field engineering work, including coordinate
conversions if plans do not indicate grid or ground coordinates.
2. Submit "Cut -Sheets" conforming to the standard template provided by the City
(refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards).
1.7 CLOSEOUT SUBMITTALS
B. As -built Redline Drawing Submittal
1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of
constructed improvements signed and sealed by Registered Professional Land
Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A
— Survey Staking Standards) .
2. Contractor shall submit the proposed as -built and completed redline drawing
submittal one (1) week prior to scheduling the project final inspection for City
review and comment. Revisions, if necessary, shall be made to the as -built redline
drawings and resubmitted to the City prior to scheduling the construction final
inspection.
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Construction Staking
1. Construction staking will be performed by the Contractor.
2. Coordination
a. Contact City's Project Representative at least one week in advance notifying
the City of when Construction Staking is scheduled.
b. It is the Contractor's responsibility to coordinate staking such that
construction activities are not delayed or negatively impacted.
3. General
a. Contractor is responsible for preserving and maintaining stakes. If City
surveyors are required to re -stake for any reason, the Contractor will be
responsible for costs to perform staking. If in the opinion of the City, a sufficient
number of stakes or markings have been lost, destroyed disturbed oromitted that
the contracted Work cannot take place then the Contractor will berequired to
stake or re -stake the deficient areas.
B. Construction Survey
1. Construction Survey will be performed by the Contractor.
2. Coordination
a. Contractor to verify that horizontal and vertical control data established in the
design survey and required for construction survey is available and in place.
3. General
a. Construction survey will be performed in order to construct the work shownon
the Construction Drawings and specified in the Contract Documents.
b. For construction methods other than open cut, the Contractor shall perform
construction survey and verify control data including, but not limited to, the
following:
1) Verification that established benchmarks and control are accurate.
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS CPN 104458
Revised February 14, 2018
01 71 23- 4
CONSTRUCTION STAKING AND SURVEY
Page 4 of 8
1) Use of Benchmarks to furnish and maintain all reference lines and gradesfor
tunneling.
2) Use of line and grades to establish the location of the pipe.
3) Submit to the City copies of field notesused to establish all lines and grades,
if requested, and allow the City to check guidance system setup priorto
beginning each tunneling drive.
4) Provide access for the City, if requested, to verify the guidance system and
the line and grade of the carrier pipe.
5) The Contractor remains fully responsible for the accuracy of the work and
correction of it, as required.
6) Monitor line and grade continuously during construction.
7) Record deviation with respect to design line and grade once at each pipe
joint and submit daily records to the City.
8) 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.
B. 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 acceptableto
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 25O 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 25O linear feet and any buried fittings
(2) Horizontal and vertical points of inflection, curvature,
etc.
3) Stormwater — Not Applicable
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS CPN 104458
Revised February 14, 2018
01 71 23- 5
CONSTRUCTION STAKING AND SURVEY
Page 5 of 8
c. 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)
d) Fire hydrants
e) Valves (gate, butterfly, etc.)
f) Air Release valves (Manhole rim and vent pipe)
g) Blow off valves (Manhole rim and valve lid)
h) Pressure plane valves
i) Underground Vaults
(1) Rim and flowline elevations and coordinates for each
Underground Vault.
3) Sanitary Sewer
a) Cleanouts
(1) Rim and flowline elevations and coordinates for each
b) Manholes and Junction Structures
(1) Rim and flowline elevations and coordinates for each
manhole and junction structure.
4) Stormwater — Not Applicable
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY
PART 2 - PRODUCTS
A. A construction survey will produce, but will not be limited to:
1. Recovery of relevant control points, points of curvature and points of intersection.
2. Establish temporary horizontal and vertical control elevations (benchmarks)
sufficiently permanent and located in a manner to be used throughout construction.
3. The location of planned facilities, easements and improvements.
a. Establishing final line and grade stakes for piers, floors, grade beams, parking
areas, utilities, streets, highways, tunnels, and other construction.
b. A record of revisions or corrections noted in an orderly manner for reference.
c. A drawing, when required by the client, indicating the horizontal and vertical
location of facilities, easements and improvements, as built.
4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all
construction staking projects. These cut sheets shall be on the standard city template
which can be obtained from the Survey Superintendent (817-392-7925).
5. Digital survey files in the following formats shall be acceptable:
a. AutoCAD (.dwg)
b. ESRI Shapefile (.shp)
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS CPN 104458
Revised February 14, 2018
01 71 23- 6
CONSTRUCTION STAKING AND SURVEY
Page 6 of 8
c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use
standard templates, if available)
6. Survey files shall include vertical and horizontal data tied to original project
control and benchmarks, and shall include feature descriptions
PART 3 - EXECUTION
3.1 INSTALLERS
A. Tolerances:
1. The staked location of any improvement or facility should be as accurate as practical
and necessary. The degree of precision required is dependent on many factors all of
which must remain judgmental. The tolerances listed hereafter are based on
generalities and, under certain circumstances, shall yield to specific requirements. The
surveyor shall assess any situation by review of the overall plansand through
consultation with responsible parties as to the need for specific tolerances.
a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical
tolerance. Horizontal alignment for earthwork and rough cut should not exceed
1.0 ft. tolerance.
b. Horizontal alignment on a structure shall be within .0.1ft tolerance.
c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and
walkways shall be located within the confines of the site boundaries and,
occasionally, along a boundary or any other restrictive line. Away from any
restrictive line, these facilities should be staked with an accuracy producing no
more than 0.05ft. tolerance from their specified locations.
d. Underground and overhead utilities, such as sewers, gas, water, telephone and
electric lines, shall be located horizontally within their prescribed areas or
easements. Within assigned areas, these utilities should be staked with an
accuracy producing no more than 0.1 ft tolerance from a specified location.
e. The accuracy required for the vertical location of utilities varies widely. Many
underground utilities require only a minimum cover and a tolerance of 0.1 ft.
should be maintained. Underground and overhead utilities on planned profile, but
not depending on gravity flow for performance, should not exceed 0.1 ft.
tolerance.
B. Surveying instruments shall be kept in close adjustment according to manufacturer's
specifications or in compliance to standards. The City reserves the right to request a
calibration report at any time and recommends regular maintenance schedule be
performed by a certified technician every 6 months.
1. Field measurements of angles and distances shall be done in such fashion as to
satisfy the closures and tolerances expressed in Part 3.1.A.
2. Vertical locations shall be established from a pre -established benchmark and
checked by closing to a different bench mark on the same datum.
3. Construction survey field work shall correspond to the client's plans. Irregularitiesor
conflicts found shall be reported promptly to the City.
4. Revisions, corrections and other pertinent data shall be logged for future reference.
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS CPN 104458
Revised February 14, 2018
01 71 23- 7
CONSTRUCTION STAKING AND SURVEY
Page 7 of 8
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION
3.5 REPAIR / RESTORATION
AM the Contractor's work damages or destroys one or more of the control
monuments/points set by the City, the monuments shall be adequately referenced for
expedient restoration.
1. Notify City if any control data needs to be restored or replaced due to damage
caused during construction operations.
a. Contractor shall perform replacements and/or restorations.
b. The City may require at any time a survey "Field Check" of any monumentor
benchmarks that are set be verified by the City surveyors before further
associated work can move forward.
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A. It is the Contractor's responsibility to maintain all stakes and control data placed by theCity
in accordance with this Specification. This includes easements and right of way, if noted on
the plans.
B. Do not change or relocate stakes or control data without approval from the City.
3.8 SYSTEM STARTUP
A. Survey Checks
1. The City reserves the right to perform a Survey Check at any time deemed
necessary.
2. Checks by City personnel or 3' party contracted surveyor are not intended to
relieve the contractor of his/her responsibility for accuracy.
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
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS CPN 104458
Revised February 14, 2018
01 71 23- 8
CONSTRUCTION STAKING AND SURVEY
Page 8 of 8
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
Staking and As -Built Survey; added reference to selection compliance with TGC
2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth
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 ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS CPN 104458
Revised February 14, 2018
SECTION 0174 23
CLEANING
PART 1 - GENERAL
1.1 SUMMARY
01 74 23- 1
DAP CLEANING
Pagel of 4
A. Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning of closed systems
specified elsewhere
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid. No
separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Scheduling
1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning
process will not fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final inspection.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND HANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for those
materials.
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised April 7, 2014
01 74 23- 2
DAP CLEANING
Page 2 of 4
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]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A. General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or
sanitary drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate
manner approved by City and regulatory agencies.
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised April 7, 2014
01 74 23- 3
DAP CLEANING
Page 3 of 4
6. Handle materials in a controlled manner with as few handlings as possible.
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this
project.
8. Remove all signs of temporary construction and activities incidental to construction of
required permanent Work.
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the
cleaning completed at the expense of the Contractor.
10. Do not burn on -site.
B. Intermediate Cleaning during Construction
1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in
existing facility operations.
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
3. Confine construction debris daily in strategically located container(s):
a. Cover to prevent blowing by wind
b. Store debris away from construction or operational activities
c. Haul from site at a minimum of once per week
4. Vacuum clean interior areas when ready to receive finish painting.
a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance.
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may
become airborne or transported by flowing water during the storm.
C. Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containers from site.
a. Re -seed areas disturbed by location of trash and debris containers in accordance with
Section 32 92 13.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may
hinder or disrupt the flow of traffic along the roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction
boxes and inlets.
4. If no longer required for maintenance of erosion facilities, and upon approval by City,
remove erosion control from site.
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 ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised April 7, 2014
01 74 23- 4
DAP CLEANING
Page 4 of 4
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised April 7, 2014
0177 19- 1
DAP CLOSEOUT REQUIREMENTS
Pagel of 3
SECTION 0177 19
CLOSEOUT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. The procedure for closing out a contract
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
1. Division 1— General Requirements
IRM971;4WRe177M•/u104►18WZIZy011117xy
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid. No
separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds, certificates,
licenses and affidavits required for Work or equipment as specified are satisfactorily filed
with the City.
B. Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of release of
liens has been submitted to the City.
1.5 SUBMITTALS
A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised April 7, 2014
01 77 19- 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
PAT 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 CLOSEOUT PROCEDURE
A. Prior to requesting Final Inspection, submit:
1. Project Record Documents in accordance with Section 0178 39
2. Operation and Maintenance Data, if required, in accordance with Section 0178 23
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 0174
23.
C. Final Inspection
1. After final cleaning, provide notice to the City Project Representative that the Work is
completed.
a. The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contractor, in writing
within 10 business days, of any particulars in which this inspection reveals that the
Work is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertake the Work required to
remedy deficiencies and complete the Work to the satisfaction of the City.
3. Upon completion of Work associated with the items listed in the City's written notice,
inform the City, that the required Work has been completed. Upon receipt of this notice,
the City, in the presence of the Contractor, will make a subsequent Final Inspection of the
project.
4. Provide all special accessories required to place each item of equipment in full operation.
These special accessory items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c. Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
f. Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all equipment
D. Notice of Project Completion
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised April 7, 2014
0177 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]
DATE NAME
4/7/2014 M.Domenech
END OF SECTION
Revision Log
SUMMARY OF CHANGE
Revised for DAP application
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
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 30 calendar 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 City personnel.
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 ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised April 7, 2014
01 78 23- 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
Drawings
1) Provide reinforced punched binder tab, bind in with text
2) Reduce larger drawings and fold to size of text pages.
e. Provide fly -leaf for each separate product, or each piece of operating equipment.
1) Provide typed description of product, and major component parts of equipment.
2) Provide indexed tabs.
f. Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2) List:
a) Title of Project
b) Identity of separate structure as applicable
c) Identity of general subject matter covered in the manual
Binders
a. Commercial quality 3-ring binders with durable and cleanable plastic covers
b. When multiple binders are used, correlate the data into related consistent groupings.
4. If available, provide an electronic form of the O&M Manual.
B. Manual Content
Neatly typewritten table of contents for each volume, arranged in systematic order
a. Contractor, name of responsible principal, address and telephone number
b. A list of each product required to be included, indexed to content of the volume
c. List, with each product:
1) The name, address and telephone number of the subcontractor or installer
2) A list of each product required to be included, indexed to content of the volume
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Identify each product by product name and other identifying symbols as set forth in
Contract Documents.
2. Product Data
a. Include only those sheets which are pertinent to the specific product.
b. Annotate each sheet to:
1) Clearly identify specific product or part installed
2) Clearly identify data applicable to installation
3) Delete references to inapplicable information
3. Drawings
a. Supplement product data with drawings as necessary to clearly illustrate:
1) Relations of component parts of equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with information in Project Record Documents to assure correct
illustration of completed installation.
c. Do not use Project Record Drawings as maintenance drawings.
4. Written text, as required to supplement product data for the particular installation:
a. Organize in consistent format under separate headings for different procedures.
b. Provide logical sequence of instructions of each procedure.
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised April 7, 2014
01 78 23- 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
Copy of each warranty, bond and service contract issued
a. Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
1. Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full information on products
1) Catalog number, size, composition
2) Color and texture designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for types of cleaning agents and methods
2) Cautions against cleaning agents and methods which are detrimental to product
3) Recommended schedule for cleaning and maintenance
3. Content, for moisture protection and weather exposure products:
a. Manufacturer's data, giving full information on products
1) Applicable standards
2) Chemical composition
3) Details of installation
b. Instructions for inspection, maintenance and repair
D. Manual for Equipment and Systems
1. Submit 5 copies of complete manual in final form.
2. Content, for each unit of equipment and system, as appropriate:
a. Description of unit and component parts
1) Function, normal operating characteristics and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Start-up, break-in, routine and normal operating instructions
2) Regulation, control, stopping, shut -down and emergency instructions
3) Summer and winter operating instructions
4) Special operating instructions
c. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Alignment, adjusting and checking
d. Servicing and lubrication schedule
1) List of lubricants required
e. Manufacturer's printed operating and maintenance instructions
f. Description of sequence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recommended to be stocked as spare parts
g. As installed control diagrams by controls manufacturer
h. Each contractor's coordination drawings
1) As installed color coded piping diagrams
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised April 7, 2014
01 78 23- 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
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
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 ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
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 OF CHANGE
1.5.A.1 —title of section removed
Revised for DAP Application
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised April 7, 2014
SECTION 0178 39
PROJECT RECORD DOCUMENTS
1604514 aEir" Mel M 45101
1.1 SUMMARY
A. Section Includes:
01 78 39- 1
DAP PROJECT RECORD DOCUMENTS
Pagel of 4
1. Work associated with the documenting the project and recording changes to project
documents, including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.1 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 ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised April 7, 2014
01 78 39- 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
3. To facilitate accuracy of records, make entries within 24 hours after receipt of information
that the change has occurred.
4. Provide factual information regarding all aspects of the Work, both concealed and visible, to
enable future modification of the Work to proceed without lengthy and expensive site
measurement, investigation and examination.
1.10 STORAGE AND HANDLING
A. Storage and Handling Requirements
1. Maintain the job set of Record Documents completely protected from deterioration and
from loss and damage until completion of the Work and transfer of all recorded data to the
final Project Record Documents.
2. In the event of loss of recorded data, use means necessary to again secure the data to the
City's approval.
a. In such case, provide replacements to the standards originally required by the Contract
Documents.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED]
P*M701*137710114111u1OQIV
A. Job set
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to
the Contractor, 1 complete set of all Documents comprising the Contract.
B. Final Record Documents
1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City
1 complete set of all Final Record Drawings in the Contract.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANCE DOCUMENTS
A. Maintenance of Job Set
1. Immediately upon receipt of the job set, identify each of the Documents with the title,
"RECORD DOCUMENTS - JOB SET".
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised April 7, 2014
01 78 39- 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
2. Preservation
a. Considering the Contract completion time, the probable number of occasions upon
which the job set must be taken out for new entries and for examination, and the
conditions under which these activities will be performed, devise a suitable method for
protecting the job set.
b. Do not use the job set for any purpose except entry of new data and for review by the
City, until start of transfer of data to final Project Record Documents.
c. Maintain the job set at the site of work.
3. Coordination with Construction Survey
a. At a minimum clearly mark any deviations from Contract Documents associated with
installation of the infrastructure.
4. Making entries on Drawings
a. Record any deviations from Contract Documents.
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change
by graphic line and note as required.
c. Date all entries.
d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping changes.
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 ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised April 7, 2014
01 78 39- 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
d. Make changes neatly, consistently and with the proper media to assure longevity and
clear reproduction.
2. Transfer of data to other Documents
a. If the Documents, other than Drawings, have been kept clean during progress of the
Work, and if entries thereon have been orderly to the approval of the City, the job set of
those Documents, other than Drawings, will be accepted as final Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and handling, and
carefully transfer the change data to the new copy to the approval of the City.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
DATE NAME
4/7/2014 M.Domencch
END OF SECTION
Revision Log
SUMMARY OF CHANGE
Revised for DAP Application
CITY OF FORT WORTH ENCORE A T HERITA GE
STANDARD CONSTUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104458
Revised April 7, 2014
GEOTECHNICAL ENGINEERING REPORT
HERITAGE TRACE ASSISTED LIVING
HERITAGE GLEN DR. & N. BEACH ST.
FT. WORTH, TEXAS
Prepared for:
ORISON HOLDINGS
Denton, Tezas
EWI Report No. OH226521
February 2022
AMVEllerbee-Walczak, Inc.
GEOTECHNICAL ENGINEERING &
CONSTRUCTION MATERIALS TESTING SERVICES
Orison Holdings
525 S. Loop 288, Ste. 105
Denton, Texas 76205
Attn: Aaron Cole
Re: Geotechnical Engineering Report
Heritage Trace Assisted Living
Heritage Glen Dr. & N. Beach St.
Ft. Worth, Texas
EWI Report No. OH226521
February 28, 2022
Ellerbee-Walczak, Inc. (EWI) has completed its Geotechnical Engineering Report at the above
referenced location. The results are presented in the attached report.
Please do not hesitate to contact us if you have any questions regarding the information in this
report or if we can be of any additional assistance.
It has been a pleasure providing geotechnical services for this project.
Sincerely,
Ellerbee-Walczak, Inc.
TBPE Firm No. F-4610
�. LAVti i.-.... . W.
................. .....-.... .......:... ?
92693
T. Neill Lawrence, Jr. P.E. _ r
Manager Engineering
E o D. All araz, BSCE
Graduate Engineer
4501. Broadway Ave. • P.O. Box 14809 • Haltom City, Texas 76117
Office 817-759-9999 • Fax 817-759-1888
TABLE OF CONTENTS
Page
1.0 SITE & PROJECT INFORMATION..................................................................................... 1
2.0 SCOPE OF SERVICES....................................................................................................... 1
3.0 FIELD OPERATIONS.......................................................................................................... 1
4.0
LABORATORY TESTING...................................................................................................
2
5.0
SITE SUBSURFACE CONDITIONS....................................................................................
2
6.0
GROUNDWATER...............................................................................................................
3
7.0
ANALYSIS AND RECOMMENDATIONS............................................................................
3
7.1 Foundation Recommendations.. - . ....................................................
....................... 3
7.1.1 Floor Slabs......................................................................................................
4
7.1.2 Ground -Supported Stiffened Slabs..................................................................
5
7.1.3 Piers...............................................................................................................
6
7.1.4 Grade Beams & Pier Caps..............................................................................
6
7.1.5 Structurally Suspended Slab...........................................................................
7
7.2 Utilities.....................................................................................................................8
7.3 Earthwork/Site Grading............................................................................................
8
7.4 Site Drainage...........................................................................................................
8
7.5 Pavement Recommendations..................................................................................
9
7.5.1 Pavement Subgrade Preparation....................................................................
9
7.5.2 Pavement Movements..................................................................................
10
8.0
LIMITATIONS....................................................................................................................
10
APPENDIX
Figure
Planof Borings........................................................................................................................... 1
BoringLogs........................................................................................................................ 2-10
Key to Symbols used on Boring Logs....................................................................................... 11
GEOTECHNICAL ENGINEERING REPORT
HERITAGE TRACE ASSISTED LIVING
HERITAGE GLEN DR. & N. BEACH ST.
FT. WORTH, TEXAS
1.0 SITE & PROJECT INFORMATION
The proposed site is located on the northwest quadrant of the Heritage Glen Dr. and N. Beach St.
intersection in the City of Fort Worth, Tarrant County, Texas. The site was mostly open with
some scattered shrubs and generally drains towards the west.
Proposed construction will consist of a one-story 71,000 SF structure with associated pavements.
Cuts and fills to achieve finished pad grades are assumed to be about t2 feet from existing
grades.
2.0 SCOPE OF SERVICES
The purpose of our geotechnical services for this site were to:
• Evaluate the subsurface conditions encountered in the borings.
• Evaluate the pertinent engineering properties of the recovered samples.
• Provide recommendations concerning suitable types of foundation and floor slab systems
for the proposed building.
• Provide recommendations for earthwork, pavement and site grading.
3.0 FIELD OPERATIONS
The subsurface conditions of the site were evaluated by performing nine borings, which were
drilled on February 2, 2022. The approximate boring locations are provided on the Plan of
Borings (Figure 1) in the Appendix. The results of the field exploration program are presented on
the Boring Logs (Figures 2 through 10) in the Appendix. A Soil Classification Chart containing the
keys to symbols and the description of terms used on the boring logs are presented on Figure 11.
A truck -mounted drilling rig with continuous flight augers was used to advance the borings. Soils
were sampled using steel tubes and during the performance of Standard Penetration Tests
(SPT). The samples were extruded in the field, logged, sealed, and packaged to preserve their
in -situ moisture content and reduce disturbance during transportation to the laboratory The load
carrying capacity of the limestone encountered in the structural borings was evaluated in the field
by performance of the Texas Department of Transportation's (TxDOT) Cone Penetration Test.
Drilling and sampling were performed in general accordance with applicable ASTM and TxDOT
procedures.
-1- OH226521
4.0 LABORATORY TESTING
The Boring Logs were reviewed by a geotechnical engineer who assigned soil samples for
testing. Tests were performed in the laboratory by technicians working under the direction of the
engineer. Testing was performed in general accordance with applicable ASTM procedures.
Liquid and Plastic Limit tests were performed on samples of the cohesive soils. These tests were
used in conjunction with moisture content tests for classification and estimating their volume
change potential. Absorption swell tests were performed on selected samples of the cohesive
soils to quantitatively evaluate volume change potential at the in -situ moisture levels. Percent
passing the No. 200 Sieve test were performed on selected samples of cohesive soils to
determine the percentage finer than 0.075 mm and aid in classification. Hand penetrometer and
unconfined compression tests were performed on the soil samples to evaluate consistency and
strength.
The results of the laboratory tests are presented on the Boring Logs in the Appendix. Results of
the swell tests are presented below in Table 1.
TABLE 1 - SUMMARY OF SWELL TESTS
Depth
LL
Initial
Final
Surcharge
Swell
Boring
(feet)
%
PI
Moisture
Moisture
{psf}
(o)
M
M
1
4-6
44
25
16.4
22.7
625
0.8
2
6-8
56
32
22.4
24.7
875
2.3
3
0-2
54
35
15.5
18.8
125
3.2
4
8 — 10
51
31
13.1
16.4
1125
1.2
5
4-6
57
33
20.3
24.8
625
5.0
6
6— 8
59
3 4
21. 0
24.8
875
4.3
7
2-4
71
46
19.6
25.3
625
4.8
5.0 SITE SUBSURFACE CONDITIONS
The conditions encountered at each boring location are depicted on Boring Logs in the Appendix.
Descriptions of each stratum with its approximated depth and thickness are provided. The depths
reported on each log refer to the depth from the existing ground surface at the time the boring
was performed. A brief description of the stratigraphy indicated by the borings is presented
below.
Existing fills consisting of brown clay, with limestone fragments, were encountered at the surface
of Borings 1, 2, 4, 8 and 9; and extended to depths of 6, 6 and 2 feet in the structural borings and
to termination depths of 5 feet below existing grades in the pavement borings. The fill soils had
Liquid Limits (LL) of 38 to 51, Plasticity Indices (PI) of 22 to 29, classified as CL and CH
according to the Unified Soil Classification System (USCS) and were stiff to hard in consistency.
l A r % 1 -2- OH226521
Brown, light brown, tan and gray clays, shaley clays and silty clays, some with limestone seams
and fragments, were encountered at the surface of Borings 3, 5, 6 and 7; and beneath the fill soils
in Borings 1, 2 and 4. The native soils extended to depths of 21, 23%, 26, 20, 12, 17 and 19 feet
below existing grades, respectively. These soils had Liquid Limits (ILL) of 35 to 64 percent,
Plasticity Indices (PI) of 17 to 46, classified as CL and CH according to the USCS and were hard
in consistency.
Tan limestone, with clay seams, was next encountered in Borings 4 and 5; and extended to
depths of 22 and 17 feet below existing grades, respectively.
Gray limestone, with shale seams (in Boring 1), was next encountered in Borings 1 through 7;
and extended to termination depths 30 feet below existing grades.
The soils encountered above the limestone in the borings at this site are considered to be active
to highly active with respect to moisture -induced volume changes. The soils encountered in the
borings have shrink and swell potential with seasonal moisture changes within the active zone.
6.0 GROUNDWATER
The borings were advanced using dry auger -drilling techniques. This process allows relatively
accurate short-term observations of groundwater while drilling. Seepage was not observed in
Borings 1 through 9 while drilling and these borings were observed to be dry after the completion
of drilling.
Groundwater levels will seasonally fluctuate due to variations in the amount of precipitation,
evaporation and surface water runoff. Seepage can occur, particularly during wet
seasonal/annual cycles. Seepage can occur above and within the limestone particularly during
wet seasonal/annual cycles. Sporadic surface seepage may occur where cuts or natural grade
approach the top of limestone. In addition, groundwater conditions may change due to excessive
landscape irrigation, tree root demand and from leaking buried utilities.
7.0 ANALYSIS AND RECOMMENDATIONS
7.1 Foundation Recommendations
Fill soils were encountered at the surface of Borings 1, 2, 4, 8 and 9; and extended to depths of
about 6, 6, 2, 5 and 5 feet below existing grades, respectively. If fill placement is undocumented
(either No Density Testing or unavailable density testing reports). The most positive means of
decreasing the likelihood of post -construction fill settlement is excavation of all fill materials and
replacing the excavated/sorted soils in a controlled and tested manner. Moisture condition by the
excavation and replacement method will serve to rework all or most of the existing fills soils which
will reduce to potential for differential settlements.
; i' '' 1 -3- OH226521
If the owner can tolerate the risk of additional potential existing fill differential settlements, the site
can be rough graded and proof -rolled with rubber -tired construction equipment with a minimum
weight of 24-tons prior to moisture conditioning. The proof rolling should be done in mutually
perpendicular directions. Any soft or pumping areas should then be excavated to firm ground and
replaced in a controlled manner. Piers situated in undisturbed (non -fill) are recommended under
the structure if the proof rolling of existing fill option is selected and all the existing fills are not re-
worked.
7.1.1 Floor Slabs
The potential magnitude of the moisture -induced movements is influenced by the soil properties,
overburden pressures, thickness of clay strata and to a great extent by soil moisture levels at the
time of construction.
The Potential Vertical Rise (PVR) estimates for the borings were estimated using the information
from the testing program and are based on the Texas Highway Department's Method 124-E and
our general knowledge of the area. PVR calculations are one-dimensional representations of the
Potential Vertical Movements (PVM) (i.e. — swell is only considered). Shrinkage due to soil
desiccation of about '/z to 3/ of the magnitude can also occur. PVR calculations are estimates
based on assumptions that the area around the structure will be well drained and properly
graded, landscape beds are uniformly -watered, and utility leaks are promptly repaired. Long-term
utility leaks beneath the foundation may exceed those estimated in this report,
Based on the soils encountered in the borings, at a dry condition, we estimate the potential
magnitude of post -construction heave for slabs -on -grade will be in the order of 3'/z to 5 inches
(TxDOT 124E - PVR).
It is estimated that slab movements of approximately 1 inch can generally be obtained by
excavation of the soils to a depth of 8 feet below the bottom of an 18-inch select fill cap and
replacing the removed soils at a moisture conditioned state. The removed soils should be spread
in loose lifts, less than 9 inches thick and uniformly compacted to a minimum of 94 percent of
ASTM D 698 at a minimum of +4 percent (Moisture Conditioned) above the soil's optimum
moisture determined by that test. After completion of the moisture conditioning process the
modified soils should be capped with a minimum of 18-inches of properly compacted select fill.
Limestone fragments and or any other objects with diameters in excess of 3 inches, should be
broken down or wasted. The select fill should extend a minimum of 5 feet beyond the building
lines or the extent of the flatwork.
It should be realized that even slab movements of one-half inch can result in distress to floor
coverings, interior partitions and finishes. Special provisions should be made to accommodate
movement if slabs -on -grade construction is used.
Design parameters are presented below. The following recommendations assume that the
finished floor elevations will be near the current grades. These recommendations should be
reviewed when the grading plan is available.
14 U1 4- OH226521
7.1.2 Ground -Supported Stiffened Slabs
Post -tensioned or conventionally reinforced, ground -supported stiffened slab foundation systems
must be designed to resist and/or tolerate potential vertical movements due to volume changes in
the site soils without inducing unacceptable distress in the foundation or structural elements.
These movements will typically occur as differential movement between the periphery and interior
of the slab -on -grade system.
An Effective PI of 14 can be considered for designing conventionally reinforced Slab -On -Grade
(SOG) foundations. This was calculated assuming 8 feet of moisture -conditioned soils capped
with 18 inches of select fill, a weighted PI = 38, a Slope Correction Coefficient = 0.8 and a
Consolidation Correction Coefficient = 0.5.
PVR calculations are estimates based on assumptions that the area around the structure will be
well drained (Properly Graded), landscape beds are not over -watered, and utility leaks are
promptly repaired. Long term utility leaks can result in soil movements in excess of those
estimated above. The following parameters assume that the subgrade beneath the slab should
meet the requirements discussed in the Earthwork/Site Gradinq section of this report.
Adjacent flatwork such as sidewalks and pavements should be designed in such a way as to
allow for differential movements between flatwork and the exterior perimeter of the structure
foundation.
Design parameters were developed for differential swell (yn,) using the Post -Tensioning Institute's
(PTI) slabs -on -ground (3111 Edition) design method and the VOLFLO 1.5 computer program. The
PTI design criteria based on 8 feet of moisture conditioned soils with a properly compacted 18
inch select fill cap is presented below in Table 2.
TABLE 3 — PTI DESIGN CRITERIA
Based on 8' Moisture -Conditioned Soils with
18" Select Fill Cap Center Lift Edge Lift
PTI 3rd Edition I�
i � I
Edge Moisture Variation (em) 7�.0 ,7 ft. ft.
Differential Swell (Ym) 0.5 in. 0.8 in.
Potential Vertical Rise (PVR) About 1 inch
Site grading can greatly affect the movements discussed above.
The grade beams of the slab -on -grade foundation system should exert a maximum bearing
pressure of 1,500 PSF on moisture conditioned or select fill soils. These beams should extend a
minimum of 12 inches below finished grade.
A properly engineered and constructed vapor retarder should be provided beneath slab areas,
which will be covered, carpeted, or sealed.
14 � 7 / -5- OH226521
7.1.3 Piers
Drilled shafts, independent of the stiffened slab foundation system are recommended for
additional support of the ground -supported foundation or in conjunction with commercial type
construction.
Straight drilled shafts should be situated a minimum of 4 feet into gray limestone. A minimum
diameter of 12-inches is recommended for the straight shafts. The drilled shafts may be
proportioned using an allowable bearing pressure of 20,000 pounds per square feet (PSF) and an
allowable skin friction value of 2,500 PSF for compressive and tensile loads in gray limestone.
Settlements of properly constructed drilled shafts bearing in the limestone for the structure, at the
anticipated loads, are considered to be less than on the order of about 1 inch.
The shafts will be subject to uplift as a result of heave in the overlying soils. The magnitude of
these loads varies with the shaft diameter, soil parameters, and particularly the in -situ moisture
levels at the time of construction. They can be approximated at this site by assuming an average
uniform uplift of 1,800 PSF over the shaft perimeter for a depth of 8 feet for moisture conditioned
soils. The shafts must contain sufficient continuous vertical reinforcing to resist the net tensile
load.
Groundwater seepage was not observed in the borings but can be encountered during installation
of the drilled shafts, particularly if construction proceeds during a wet period of the year. Rapid
placement of steel and concrete will likely permit shaft installation to proceed; however, seepage
rates or caving soils could be sufficient to require the use of temporary casing for installation for
some of the shafts. Should casing be necessary, it should be seated with all water and most
loose material removed prior to beginning the design penetration. Care must then be taken that a
sufficient head of plastic concrete is maintained within the casing during extraction.
The drilled shaft design recommendations provided in this report are based on proper
construction procedures, including maintaining a dry shaft excavation and proper cleaning of
bearing surfaces prior to placing reinforcing steel and concrete. All drilled shaft installations
should be inspected by qualified geotechnical personnel to help verify the bearing stratum, the
design penetration, and perform related duties.
7.1.4 Grade Beams & Pier Caps
Grade beams should be supported by the drilled shafts. A minimum void space of 12 inches is
recommended between the bottom of grade beams and pier cap extension and the soil subgrade.
These voids will serve to minimize distress resulting from swell pressures generated by the soils.
Structural cardboard forms are one acceptable means of providing these voids beneath
cast -in -place elements.
-6- OH226521
The grade beams preferably should be formed rather than cast against earth trenches. Earth
formed beams should be neat and clean and inspected just prior to concrete placement. Backfill
against the exterior face of structural elements should be properly compacted onsite soils.
Compaction should be a minimum of 94 percent of ASTM D 698 at a minimum of +4 percent
above the optimum moisture content determined by that test.
7.1.5 Structurally Suspended Slab
Structurally suspended type construction can be considered for this site if less floor slab
movements are required. Potential ground movements at this site for dry condition soils near
current grades are estimated to be on order of up to about 5 inches. In conjunction with drilled
piers, the slabs for the structure can be structurally supported. Soil modification is not required if
the owner elects to support the structure on a structurally suspended slab foundation system or if
differential foundation movements can be tolerated.
A minimum void space of 12 inches is recommended beneath grade beams. Backfill against the
exterior face of grade beams should be properly compacted on -site clays. Compaction should be
a minimum of 94 percent of ASTM D698, at a minimum of +4 percent above the optimum
moisture content determined by that test.
The floor system should be underlain by a void of at least 18 inches. The bottom of the void
should be higher than exterior grades. If it is lower, provisions should be made to provide
drainage of this space in the event water becomes trapped or seeps into this area.
The minimum void space can be provided by the use of cardboard carton forms. A ventilated and
drained crawl space is preferred for several reasons, including the following;
• Ground movements will affect the project utilities, which can cause breaks in the lines
and distress to interior fixtures.
• A crawl space permits utilities to be hung from the superstructure, which greatly
reduces the possibility of distress due to ground movements. It also can provide
ready access in the event repairs are necessary.
• Ground movements are uneven. A crawl space can be positively drained preventing
the ponding of water and reducing the possibility of distress due to unexpected ground
movements.
Flatwork (sidewalks, entrances and pavements) should be designed in such a way to allow for
differential movements between ground supported features and the more rigid pier and beam
structure.
-7- OH226521
7.2 Utilities
Care should be taken that utility cuts are not left open for extended periods, and that the cuts are
properly backfilled. Backfilling should be accomplished with properly compacted on -site soils,
rather than granular materials. A positive cut-off at the building line is recommended to help
prevent water from migrating in the utility trench backfill.
7.3 Earthwork/Site Grading
Site grading can greatly affect the potential vertical movements as discussed above. Fills
constructed using clay soils can increase the potential movements. Imported (select) fill to
achieve finished grade beneath a ground supported foundation should have a Liquid Limit less
than 36 percent and Pi's of 4 to 15. The subgrade in areas to be filled and/or under structures,
slopes and pavements should be stripped of vegetation and any debris present.
The soil subgrade beneath fills should be scarified to a minimum depth of 6 inches and uniformly
compacted to a minimum of 94 percent of ASTM D 698 at a minimum of +4 percent above the
soil's optimum moisture determined by that test. The native fills should then be spread in loose
lifts, less than 9 inches thick and uniformly compacted to the same criteria. Imported fill (select
fill) should be placed in loose lifts, less than 9 inches thick and uniformly compacted to a
minimum of 95 percent of ASTM D 698 at or above the soil optimum moisture.
If trees are removed within the perimeter of the pad, the soil should be excavated to a depth
beneath the root bulb and replaced to the same criteria presented above. The pad should be
proof rolled with heavy pneumatic equipment. Any soft or pumping areas should be excavated to
a firm subgrade and properly backfilled. It should then be scarified to a minimum depth of 6
inches and uniformly compacted to the same criteria presented above. If tree bulbs are not
removed, the rooted areas may be in a desiccated state and the potential for heave may exist as
moisture levels increase over time.
7.4 Site Drainage
All grades should provide positive drainage away from the structures. Water ponding near or
adjacent to the perimeter of the structure can result in soil movements exceeding those discussed
in this report. Open ground should ideally be sloped at a minimum of 5 percent grade for at least
10 feet beyond the perimeter of the foundations.
Flatwork will be subject to post -construction movement. Maximum grades practical should be
used for flatwork to prevent areas where water can pond. In addition, allowances in final grades
should take into consideration post -construction movement of flatwork, particularly if such
movement would be critical. Where paving or flatwork abuts the structures, care should be taken
that the joint is properly sealed and maintained to prevent the infiltration of surface water.
-8- OH226521
Planters located adjacent to the structure should be designed to drain. Sprinkler mains should be
located a minimum of five feet away from the building lines. If heads must be located adjacent to
the structure, then service lines off the main should be provided. It should be advised that it is
important to maintain moist ground conditions during prolonged periods of dry weather. If trees
are planted or existing trees remain in proximity to a structure closer than 1 times the mature tree
height, root barrier systems placed by a certified arborist should be considered.
Roof drains should discharged on flatwork or at a minimum be extended a minimum of 5 feet
away from the structure for grades less than 4 percent.
7.5 Pavement Recommendations
7.5.1 Pavement Subarade Preparation
Subgrade soils will primarily consist of fill and native clay soils. The clayey soils are subject to
loss in support value with the moisture increases, which occur beneath pavements. Flexible base
is recommended beneath flexible (asphalt) pavements. Rigid (concrete) pavements can be
placed on properly compacted subgrade.
The subgrade modified or un-modified, or beneath flexible base, should be uniformly compacted
to a minimum of 95 percent of ASTM D698 near, -1 to +3 percent, the optimum moisture content
determined by that test. It should be protected and maintained in a moist condition until the
pavement is placed.
Both asphalt and concrete sections are discussed below. They are not considered equal. Over
the life of the pavement, the concrete sections would be expected to require less maintenance.
Five inches of asphaltic concrete should be adequate in parking lots servicing only automobile
traffic. This section should consist of a two-inch surface course similar to TxDOT Type D and a
base course similar to Type A or B. The coarse aggregate in the surface course should be
crushed limestone rather than gravel.
Portland cement concrete is recommended in areas subject to heavy truck traffic and should
provide excellent service for other pavement areas. Five inches of concrete is recommended for
parking lots and 6 inches for drives and 7 or more inches in areas subject to truck traffic. The
concrete should have a minimum 28-day compressive strength of 3,000 psi in automobile lots
and 3,600 psi in truck traffic areas. It should contain a minimum of 5±2 percent entrained air. As
a minimum, the section should be reinforced with No. 3 bars on 18-inch centers in both directions.
The pavement will be subject to movements due to volume changes in the site soils. Flat grades
should be avoided with positive drainage provided away from the pavement edges.
Backfilling of curbs should be accomplished as soon as practical to prevent ponding of water.
-9- OH226521
7.5.2 Pavement Movements
The clays encountered in the borings are moderately active to highly active and subject to volume
changes with fluctuations in their moisture content. The clays expand (heave) with increases in
moisture and contract (shrink) with decreases in moisture. The movement at the center of the
pavement typically occurs as post construction heave. At the edge of the pavement, both
shrinkage and swell could occur due to seasonal moisture fluctuations in response to rainfall and
evapotranspiration.
The potential magnitude of the moisture -induced movements is rather indeterminate. It is
influenced by the soil properties, surface drainage, overburden pressures and to a great extent by
soil moisture levels at the time of construction. The greatest potential for post -construction
movement occurs when the soils are in dry condition at the time of construction. Based on
TxDOT Test Method 124-E, potential active soil movements, to the boring depths evaluated, are
estimated to range up to on the order about 5 inches.
Openings in parking lot, such as landscape islands, are potential sources of water infiltration
permeation into adjoining pavement subgrade. This is particularly applicable for islands with
raised concrete curbs, irrigated plants, or low permeability subgrade soils. The pavements near
the islands should be designed in such a way to account for these potential problems.
Pavements should be sloped to provide rapid drainage of surface water. Water allowed to pond
on or adjacent to the pavements could saturate the subgrade and contribute to premature
pavement deterioration. A minimum grade of 0.5% and preferably 1% is recommended for all
pavements.
8.0 LIMITATIONS
The professional services performed for the preparation of this geotechnical report were
accomplished in accordance with current and locally accepted geotechnical engineering
principles and practices. The recommendations presented in this report are based upon the data
obtained from the borings at the indicated locations and/or from other information discussed in
this report. The possibility always exists that the subsurface conditions occurring between
borings, beneath the previous structures, across the site, or due to seasonal/annual climatic
cycles may vary from those encountered in the borings. The nature of these variations may not
become evident until during or after construction. Should subsurface conditions vary significantly
from those described herein, EWI should be immediately notified to evaluate the effects on these
recommendations and so supplemental recommendations can be provided. EWI's services
should also be retained for the final review of design plans/specifications so comments can be
made regarding interpretation of the geotechnical recommendations provided in this report.
-10- OH226521
The recommendations provided in this report were prepared for the exclusive use of our client.
No warranties, expressed or implied, are intended or made. The information and
recommendations provided in this report are applicable only for the design of the types of
structure(s) described in the Site and Proiect Information section of this report and should not be
used for any other structures, locations or for any other purposes. We should not be held
responsible for the conclusions, opinions or recommendations made by others based upon the
information submitted in this report. If changes to the design and/or location of this project as
outlined in this report are planned, the recommendations provided in this report shall not be
considered valid unless EWI reviews these changes and either verifies or amends this report in
writing. Construction issues such as site safety support of excavations and dewatering
procedures are the responsibility of others.
The scope of services for this report does not include any environmental or biological
assessments either specifically or implied. If the owner is concerned about the potential mold,
fungi, bacteria, identification of contaminants or hazardous materials and conditions, additional
studies should be undertaken.
EWI's capabilities include a full range of construction material testing and observation services. A
qualified testing firm should be retained to provide testing and observation during excavation,
grading, foundation and construction phases of this project.
We will retain the samples recovered from the borings on this project for a period of 30 days
subsequent to the submittal date printed on this report. After the 30-day period, the samples will
be discarded unless otherwise notified by the owner in writing.
-11- OH226521
* B-8
PROPOSED
PARKING
7
AkB-9
LEGEND-
Boring Location
-- Approximate Site
Boundary
/ 4 � y
Ellerbee Walczak, Inc.
EWI Project No. OH226521
n
B-1*
f..............
FC07URYARD
PROPOSED 1 STORY B-4
ASSISTED LIVING S MEMORY CARE
COURTYARD
�B-s
�B-rJ
HERITAGE GLEN DRIVE
0
c
X
Y
0
0
L -7
PLAN OF BORINGS
Heritage Trace Assisted Living
Heritage Glen Drive & N. Beach Street
Fort Worth, Texas
p 50 100 FEET
APPROXIMATE SCALE
Ellerbee-Walczak, Inc.
4501 Broadway Avenue
Haltom City, Texas 76117
Telephone: 817-759-9999
Fax: 817-759-1888
CLIENT Orison Holdinas
PROJECT NUMBER OH226521
DATE STARTED 212122 COMPLETED 2I2I22
DRILLING METHOD Continuous Fliaht Auaer
NOTES
MATERIAL DESCRIPTION
Brown clay (FILL)
- with limestone fragments
Brown clay
Tan and gray shaley clay
Gray limestone
- with shale seams
BORING NUMBER B-1
PAGE 1 OF 1
PROJECT NAME Heritage Trace Assisted Livina
PROJECT LOCATION Heritage Glen
Dr.
& N. Beach St.
FW. TX
GROUND ELEVATION NIA
GROUND WATER LEVELS:
AT TIME OF DRILLING Dry
AT END OF DRILLING Dry
AFTER DRILLING --
LU 3
°
AT-ERBERG
z
a m _
w a EMIT'_',
w
H
oLL_�c
J Nin c
~
j
❑Z
NW �~
O°
m �0
�o a
g?
z
o
g
zHdli�Clit
a.
li
ST P = 4.5+
12 39 17
22
50
ST Qu = 9.1 112 13
ST P = 4.5+ 16 44 19 25
ST P = 4.5+
ST P = 4.5+ 27 57 26 31
ST Qu = 7.1 109 19
ST P = 4.5+ 18 57 26 31
AU
THD T = 1.5Y100
CTHAUD T = 2"1100
Bottom of hole at 30 feet.
FIGURE 2
Ellerbee-Walczak, Inc.
4501 Broadway Avenue
Haltom City, Texas 76117
Telephone: 817-759-9999
Fax: 817-759-1888
CLIENT Orison Holdinqs
PROJECT NUMBER OH226521
DATE STARTED 212122 COMPLETED 212122
DRILLING METHOD Continuous Flight Auger
NOTES
MATERIAL DESCRIPTION
Brown clay (FILL)
- with limestone fragments
Brown clay
Light brown clay
Tan and gray shaley clay
Brown shaley clay
Gray limestone
BORING NUMBER B-2
PAGE 1 OF 1
PROJECT NAME Heritage Trace Assisted Living
PROJECT LOCATION Heritage Glen Dr.
& N.
Beach St. FW, TX
GROUND ELEVATION NIA
GROUND WATER LEVELS:
AT TIME OF DRILLING D►v
AT END OF DRILLING Dry
AFTER DRILLING ---
LU
AT-ERBERG
m
w o
_IMITS
w
oil �c
F
j�
Z
U
z
0
OF.
�5NLU
0
0J
_
�
�a
N F
-
zUo
ST Qu = 4.0
96
16
ST P = 3.0
17
53
19
34
51
SS N = 13
ST P = 4.5+
22
56
24
32
ST P = 4.0
ST P = 3.5 25 62 21 41
ST Qu = 7.1 107 21
LAU
THD T = 1.25"1100
EAU
THD T = 1.25"1100
Bottom of hole at 30 feet.
FIGURE 3
Ellerbee-Walczak, Inc.
4501 Broadway Avenue
Haltom City, Texas 76117
Telephone: 817-759-9999
Fax: 817-759-1888
CLIENT Orlson Holdinas
PROJECT NUMBER OH226521
DATE STARTED 212122 COMPLETED 212122
DRILLING METHOD Continuous Fliaht Auaer
NOTES
V
o O
c9
0
MATERIAL. DESCRIPTION
Brown clay
- with limestone fragments
Brown clay
Brown silty clay
Tan silty clay
- with limestone seams
Tan and gray shaley clay
Brown shaley clay
Gray shaley clay
Gray limestone
BORING NUMBER B-3
PAGE 1 OF 1
PROJECT NAME Heritage Trace Assisted Living
PROJECT LOCATION Heritage Glen Dr.
& N. Beach St. FW, TX
GROUND ELEVATION NIA
GROUND WATER LEVELS:
AT TIME OF DRILLING Dry
AT END OF DRILLING Dry
AFTER DRILLING --
w y
AT'ERBERG
m
w o
_IMITF
w
o LL LL
o y
H
� �
Z
V_
~
_
V
Z
O
J , QC (u
om n�aa
d
(nw
pZ
��
��
Hp
(n
< M-S (L
o
�o
a J
g�
g?
Z
z�-a01C7G
a
LL
ST P = 4.5+
16
54
19
35
SS N=17
SS N = 12
X
19
56
22
34
ST P = 4.0
SS N=41
12
35
18
17
ST Qu = 4.7 106 23
ST P = 4.5+ 24 64 23 41
ST P = 4.5+ 20 61 20 41
AU
THD T = 1.25"1100
Bottom of hole at 30 feet.
FIGURE 4
Ellerbee-Walczak, Inc.
4501 Broadway Avenue
Haltom City, Texas 76117
Telephone: 817-759-9999
Fax: 817-759-1888
CLIENT Orison Holdings
PROJECT NUMBER OH226521
DATE STARTED 212122 COMPLETED 212122
DRILLING METHOD Continuous Filaht Auger
NOTES
U
2
0 r 0-O MATERIAL DESCRIPTION
0
Brown clay (FILL)
- with limestone fragments
Brown clay
_ \ - with limestone fragments
5 \\
BORING NUMBER B-4
PAGE 1 OF 1
PROJECT NAME Heritage Trace Assisted Livina
PROJECT LOCATION Heritage Glen
Dr,&
-.-each St.
FW, TX
GROUND ELEVATION NIA
GROUND WATER LEVELS:
AT TIME OF DRILLING Dry
AT END OF DRILLING Dry
AFTER DRILLING ---
w 3
ATTERBERG
Z
a} .
wo_ LMITE
w
I- o u- LL c
o yet
F
Z U
O
z
O
d Nm� n
�a
-F
5 U)g
o
o �Y�
Oz
�o �_5 55
�z
w
°°_tea �i
❑
U a
g—
z
z�aWoo
a
U-
S T P = 3.5
ST P = 4.5+
19 46 18
28
72
ST P = 4.5+
ST P = 4.5+
Tan clay
- with limestone fragments ST P = 4.5+ 13 51 20 31
Tan clay
ST P = 4.5+ 23 63 24 39
Brown and gray shaley clay
ST Qu = 0.6 107 22
Tan limestone
- with clay seams
Gray limestone
CTHAUD T = 2" 1100
AU
THD T = 1"1100
Bottom of hole at 30 feet.
FIGURE 5
Ellerbee-Walczak, Inc.
4501 Broadway Avenue
Haltom City, Texas 76117
Telephone: 817-759-9999
Fax: 817-759-1888
CLIENT Orison Holdings
PROJECT NUMBER OH226521
DATE STARTED 212/22 COMPLETED 212122
DRILLING METHOD Continuous Fliaht Auger
NOTES
MATERIAL DESCRIPTION
Brown clay
Tan silty clay
- with limestone fragments
Tan limestone
- with clay seams
Gray limestone
BORING NUMBER B-5
PAGE 1 OF 1
PROJECT NAME Heritaae Trace Assisted Livinq
PROJECT LOCATION Herltaae Glen Dr.
& N. Beach St. FW, TX
GROUND ELEVATION NIA
GROUNDWATER LEVELS:
AT TIME OF DRILLING Dry
AT END OF DRILLING Dry
AFTER DRILLING ---
�'
ATTERBERG
m
wLIMITS
CU- c
W
Z- U
�w
z
On o
3m-a na
"
Oz g1-❑0GoNcf
o
20 �
0-
g?
_
U.
ST P = 4.5+
22 60 25
35
5T P = 4.5+
ST P = 4.5+ 20 57 24 33
ST P = 4.5+
ST P = 4.5+ 8 47 19 28 33
CTHAUD T = 5'7100
AU
THD T = 1.5"1100
AU
THD T= 1.25'Y100
AU
THD T = 1 "1100
Bottom of hole at 30 feet.
Bllerbee-Walczak, Inc.
4501 Broadway Avenue
Haltom City, Texas 76117
Telephone: 817-759-9999
Fax: 817-759-1888
CLIENT Orison Holdinsas
PROJECT NUMBER OH226521
DATE STARTED 211122 COMPLETED 211122
DRILLING METHOD Continuous Fllcht Auger
NOTES
MATERIAL DESCRIPTION
Dark brown clay
Tan and brown clay
Tan and gray shaley clay
Gray limestone
Bottom of hole at 30 feet.
BORING NUMBER B-6
PAGE 1 OF 1
PROJECT NAME Heritacle Trace Assisted Living
PROJECT LOCATION Heritage Glen
Dr. & N. Beach St. FW. TX
GROUND ELEVATION NIA
GROUND WATER LEVELS:
AT TIME OF DRILLING Dry
AT END OF DRILLING Dry
AFTER DRILLING --
w H
AT-ERBERG
z
a m _
w o
_IMITE
w
OLL
J Cr. wpZf6W
� m
a Ln
Z
0
c
�Laa
U
za
� O
J
(n _ �
Z_
J ❑
�
p NYD
t- a '
20 J
µJ
Z�aa:otrLL
ST P = 4.5+
ST P = 4.5+
20 56
24 32
ST P = 4.5+
ST P = 4.5+ 21 59 25 34
ST P = 4.5+
5T P = 4.5+
LAU
THD T = 0.75"1100
tAU
THD T = 2.25"1100
AU
THD T = 3.5"1100
FIGURE 7
Ellerbee-Walczak, Inc.
4501 Broadway Avenue
Haltom City, Texas 76117
Telephone: 817-759-9999
Fax: 817-759-1888
CLIENT Orison Holdings
PROJECT NUMBER OH226521
DATE STARTED 211122 COMPLETED 2I1I22
DRILLING METHOD Continuous Fliaht Auaer
NOTES
V
a.Z 0-o
o �
0
0
MATERIAL DESCRIPTION
Tan and brown clay
Dark brown clay
Tan silty clay
- with limestone fragments
Tan and gray shaley clay
Gray limestone
BORING NUMBER B-7
PAGE 1 OF 1
PROJECT NAME Heritaae Trace Assisted Livina
PROJECT LOCATION Heritage Glen
Dr.
& N. Beach St. FW, TX
GROUND ELEVATION NIA
GROUND WATER LEVELS:
AT TIME OF DRILLING Dry
AT END OF DRILLING Dry
AFTER DRILLINGUj _
ATTERBERG
m
w l• IMIT:
w
_
0LL L c
1 �
F-
2
Z) U
�t
V
Z
a 1E
nd
��
oZ
�O
L)
2 o�a
O _
Mo �J g�
z
Cn m CF0a 3a
o
g?
ZHdcl CaE
0.
LL
ST P = 4.5+
14 57 16
41
ST P = 4.5+
20 71 25
46
ST P = 4.5+
XSS N=37
71
XSS N=19
ST P = 4.5+
ST Qu = 3.6 103 17
AU
THD T = 0.767100
AU
THD T = 0.75"1100
Bottom of hole at 30 feet.
FIGURE 8
Ellerbee-Walczak, Inc.
BORING NUMBER B-8
4501 Broadway Avenue
Haltom City, Texas 76117
PAGE 1 OF 1
Telephone: 817-759-9999
Fax: 817-759-1888
CLIENT Orison Holdings
PROJECT NAME Heritage Trace Assisted Livina
PROJECT NUMBER OH226521
PROJECT LOCATION Heritaqe Glen
Dr. & N. Beach St. FW, TX
DATE STARTED 212122 COMPLETED 212122
GROUND ELEVATION
NIA
GROUND WATER LEVELS:
DRILLING METHOD Continuous Fllaht Auger
AT TIME OF DRILLING
Dry
AT END OF DRILLING Dry
NOTES
AFTER DRILLING
—
w
#
AT
z
U
a
in
w JMITE
w
a s U MATERIAL DESCRIPTION
w
a Hz
0
v
Ov ¢J
d
;�
z
Nai80c
W
Q
rd
2O
QzU d
zy
0
a
LL
Brown and tan clay (FILL)
- - with limestone fragments
ST
P = 4.5+
Brown clay (FILL)
- - with limestone fragments
ST
P = 2.5
22 61 28 33
83
5 Tan clay (FILL)
ST
P = 0.5
- with limestone fragments
Bottom of hole at 5 feet.
FIGURE 9
' Ellerbee-Walczak, Inc.
BORING NUMBER B-9
4501 Broadway Avenue
Haltom City, Texas 76117
PAGE 1 OF 1
Telephone: 817-759-9999
Fax: 817-759-1888
CLIENT Orison Holdinas
PROJECT NAME Heritage Trace Assisted Living
PROJECT NUMBER OH226521
PROJECT LOCATION Heritage Glen
Dr. & N. Beach St. FW, TX
DATE STARTED 212122 COMPLETED 212122
GROUND ELEVATION
NIA
GROUND WATER LEVELS:
DRILLING METHOD Continuous Flight Auger
AT TIME OF DRILLING
Dry
AT END OF DRILLING Dry
NOTES
AFTER DRILLING
--
a
AT-'ERBERG
o
w
U
m
w _1MITS
_ �
4 O MATERIAL DESCRIPTION
W� �J
w
O l.4 C
�-5
H
z z U
�� 5H
HC)
z
O F
U�
O
a_
Q
y�ulc�nd
o(DYp
5�
� �O �� �z
w
N
in
::i a
p U
z
0
zFaIrCYE
4
Tan clay (FILL)
= With limestone fragments
ST
P = 1.5
19 56 20 36
61
Tan and brown clay (FILL)
- -with limestone fragments
ST
P = 4.5+
19 56 22 34
5 Brown and tan clay (FILL)
ST
P = 4.5+
- with limestone fragments
r
Bottom of hole at 5 feet.
FIGURE 10
11
CLEAN GVII
GRAVEL GRAVELS *�
11
GRAVEDLLY Ut
°bo oO oo SOILS
(LITTLE OR NO FINES) )o DOo DC GP
o0Qo0Q
"9r oJu
GRAVELS WITH j ° �
MORE THAN 50% FINES o 0 D GM
OF COARSE a0
FRACTION
RETAINED ON NO.
4 SIEVE (APPRECIABLE GC
OF FINES)
..........
.'
SAND CLEAN SANDS Sw
AND
SANDY
SOILS (LITTLE OR NO FINES) SP
SANDS WITH SM
MORE THAN 50% FINES
OF COARSE
FRACTION f
PASSING ON NO.
4 SIEVE (APPRECIABLE SC
AMOUNT OF FINES)
ML
SILTS LIQUID LIMIT %f/
AND LESS THAN 50
CLAYS
CL
OL
SILTS
AND
CLAYS
SOIL CLASSIFICATION CHART
MAJOR DIVISIONS SYMBOLS
GRAPH I LETTER
COARSE
GRAINED
SOILS
MORE THAN 50%
OF MATERIAL IS
LARGER THAN
NO. 200 SIEVE
SIZE
FINE
GRAINED
SOILS
MORE THAN 50%
OF MATERIAL IS
SMALLER THAN
NO. 200 SIEVE
SIZE
MH
LIQUID LIMIT % CH
GREATER THAN 50
OH
rr�rAt
HIGHLY ORGANIC SOILS — PT
TYPICAL
DESCRIPTIONS
WELL -GRADED GRAVELS, GRAVEL -
SAND MIXTURES, LITTLE OR NO
FINES
POORLY -GRADED GRAVELS,
GRAVEL - SAND MIXTURES, LITTLE
OR NO FINES
SILTY GRAVELS, GRAVEL - SAND -
SILT MIXTURES
CLAYEY GRAVELS, GRAVEL - SAND -
CLAY MIXTURES
WELL -GRADED SANDS, GRAVELLY
SANDS, LITTLE OR NO FINES
POORLY -GRADED SANDS,
GRAVELLY SAND, LITTLE OR NO
FINES
SILTY SANDS, SAND - SILT
MIXTURES
CLAYEY SANDS, SAND - CLAY
MIXTURES
INORGANIC SILTS AND VERY FINE
SANDS, ROCK FLOUR, SILTY OR
CLAYEY FINE SANDS OR CLAYEY
SILTS WITH SLIGHT PLASTICITY
INORGANIC CLAYS OF LOW TO
MEDIUM PLASTICITY, GRAVELLY
CLAYS, SANDY CLAYS, SILTY
CLAYS. LEAN CLAYS
ORGANIC SILTS AND ORGANIC
SILTY CLAYS OF LOW PLASTICITY
INORGANIC SILTS, MICACEOUS OR
DIATOMACEOUS FINE SAND OR
SILTY SOILS
INORGANIC CLAYS OF HIGH
PLASTICITY
ORGANIC CLAYS OF MEDIUM TO
HIGH PLASTICITY. ORGANIC SILTS
PEAT, HUMUS, SWAMP SOILS WITH
HIGH ORGANIC CONTENTS
NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS Figure 11
CITY OF FORT WORTH
FORT WORTH. 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
Sealer 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 WORTH. 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
1'/:" and 2"
FB600-7NL, FB1600-7-NL, FV23-777-W-NL,
1/25/2018
33-12-10
Curb Stops -Ball Meter Valves
Ford Meter Box Co., Inc.
-2-7-L
AWWA C800
2"
FB600-6-NL, FB1600-6-NL, FV23-666-W-
1111018
33-12-10
Curb Stops -Ball Meter Valves
Ford Meter Box Co., Inc.
NL, L22-66NL
AWWA C800
- ^'
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 WORTH.
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
FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 03/07/2024
Approval
I
Spec No.
Concrete
Classification
Manufacturer
Model No. National Spec
19/9/2022
03 30 00
Mix Design
American Concrete Company
30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps
19/9/2022
03 30 00
Mix Design
American Concrete Company
OIJAF382 1000 psi Concrete Base Materal for Trench Repair
19/9/2022
03 30 00
Mix Design
American Concrete Company
40CNF065 4000 psi Concrete for Manholes & Utility Structures
19/9/2022
03 30 00
Mix Design
American Concrete Company
45CAF076 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D 10000001737 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D10000001791 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D10000001793 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D10000001103 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D10000002107 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D10000001273 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D 10000001617 3600 psi Concrete for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D10000008381 4500 psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Argos
D 10000009857 50 psi Flowable Fill - CLSM
19/9/2022
03 30 00
Mix Design
Argos
D10000001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter
19/9/2022
03 30 00
Mix Design
Argos
D1000001043S 3000 psi Concrete for Sidewalks, Curbs
19/9/2022
03 30 00
Mix Design
Argos
D1000001565S 3000 psi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps
19/9/2022
03 30 00
Mix Design
Argos
D 100000 1615 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking
19/9/2022
03 30 00
Mix Design
Argos
D10000001061 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking
19/9/2022
03 30 00
Mix Design
Argos
D100000010835 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking
19/9/2022
03 30 00
Mix Design
Argos
D10000001083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking
19/9/2022
03 30 00
Mix Design
Argos
D10000001685 4000 psi Concrete for Valve Pads
19/9/2022
03 30 00
Mix Design
Argos
D 10000005751 750 Psi Concrete Base for Trench Repair
19/9/2022
03 30 00
Mix Design
Argos
D 100000016814000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters
19/9/2022
03 30 00
Mix Design
Big D Concrete
7SKGRT 3000 psi Concrete for Grouting
19/9/2022
03 30 00
Mix Design
Big D Concrete
14500AE 4500 psi Concrete for High Early Strength Paving
1 5/2/2023
32 13 13
Mix Design
Big D Concrete
CM14520AE 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Big Town Concrete
452065-1 4500 psi hand placed paving
19/9/2022
03 30 00
Mix Design
Big Town Concrete
450065-1 4500 psi hand placed paving
19/9/2022
03 30 00
Mix Design
Bumco Texas
45U500BG 4500 psi Concrete Mix for Hand Placed Paving, Storm Structures
19/9/2022
03 30 00
Mix Design
Bumco Texas
40U553BG 4000 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Bumco Texas
55U 120AG 4000 psi Concrete Mix for High Early Strength Paving
19/9/2022
03 30 00
Mix Design
Bumco Texas
30U 100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Bumco Texas
30U 101 AG 3000 psi Concrete Mix for Flatwork
I9/9/2022
03 30 00
Mix Design
Bumco Texas
30U500BG 3000 psi Concrete Mix for Blocking, Encasement, Curb Inlets, Junction Boxes, Fire Hydrant Pads, Driveways, Curb & Gutters,
Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Des
Bumco Texas
40U5OOBG 4000 psi Concrete Mix for Storm Drain Structures, Drivewa, Screen Walls, Collars
19/9/2022
03 30 00
Mix Desr
Bumco Texas
36U500BG 3600 psi Concrete Mix for Lighting and Traffic Signal Foun tions
19/9/2022
03 30 00
Mix Desr
Bumco Texas
08Y450BA 800 psi Concrete Mix for Base for Trench Repair
19/9/2022
03 30 00
Mix Desr
Bumco Texas
OIY69OBF 100 psi Concrete Mix for Flowable Fill
11/8/2024
03 30 00
Mix Desr
Bumco Texas
36U502BG / 5.74 Sacks / 3,600 psi Concrete Mix for Lightinj & Traffic Signal Foundations
14/1/2023
0334 16
Mix Desr
Bumco Texas
l OYH50BF 1000 psi Concrete Base Material for Trench Repair
19/9/2022
03 30 00
Mix Desr
Carder Concrete
FWCC602021 4500 psi concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Desr
Carder Concrete
FWCC552091 3600 psi for Machine Placed Paving
19/9/2022
03 30 00
Mix Desr
Carder Concrete
FWCC602091 3600 psi for Machine Placed Paving
19/9/2022
03 30 00
Mix Desr
Carder Concrete
FWCC359101 Flowa le Fill - CLSM
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWFF237501 Flowable Fill - CLSM
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC502021 3500 psi concrete for Sidewalks, Driveways, Ramps, Curb & Gutter
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork
19/9/2022
03 30 00
Mix Design
Charley's Concrete
4142 3600 psi Concrete for Curb Inlets, Junction Boxes
19/9/2022
03 30 00
Mix Design
Charley's Concrete
4518 4000 psi Concrete for Headwalls, Wingwalls
19/9/2022
03 30 00
Mix Design
Charley's Concrete
5167 3600 psi Concrete Mix for Machine P ced Paving
19/9/2022
03 30 00
Mix Design
Charley's Concrete
4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes
19/9/2022
03 30 00
Mix Design
Charley's Concrete
6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes
19/9/2022
03 30 00
Mix Design
Charley's Concrete
4502 3000 psi Concrete Mix for Sidewalks
19/9/2022
03 30 00
Mix Design
Charley's Concrete
3759 3000 psi Concrete Mix for Sidewalks
19/9/2022
03 30 00
Mix Design
Charley's Concrete
1502 150 psi Concrete for Flowable Fill-CLSM
19/9/2022
03 30 00
Mix Design
Charley's Concrete
1518 150 Psi Concrete for Flowable Fill-CLSM
19/9/2022
03 30 00
Mix Design
Charley's Concrete
5642 4000 psi Concrete for Storm Drain Structures
19/9/2022
03 30 00
Mix Design
Charley's Concrete
6595 5000 psi Concrete Mix for High Early Strength Paving
19/9/2022
03 30 00
Mix Design
Charles Concrete
6589 4500 psi Concrete Mix for High Early Strength Paving
19/9/2022
03 30 00
Mix Design
Chishohn Trail Redi Mix
C13020AE 3000 psi Concrete for Driveways, Curb & Gutter
19/9/2022
03 30 00
Mix Design
City Concrete Company
11-350-FF 50-150 psi Concrete for Flowable Fill-CLSM
FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
Approval
Spec No.
STANDARD PRODUCTS LIST AS OF 03/07/2024
Classification Manufacturer
Model No. National Spec
Concrete (Cm tinned)
19/9/2022
03 30 00
Mix Design
City Concrete Company
30HA25II 3000 psi Concrete for Rip -Rap
19/9/2022
03 30 00
Mix Design
City Concrete Company
30HA20II 3000 psi Concrete Mix for Blocking, Sidewalks, Flatwork, Pads
19/9/2022
03 30 00
Mix Design
City Concrete Company
45NG25II 3600 psi Concrete Mix for Drilled Shafts/Lighting and Traffic Signal Foundations
19/9/2022
03 30 00
Mix Design
City Concrete Company
50QG25II 3600 psi Slurry Displaced Drilled Shaft
19/9/2022
03 30 00
Mix Design
City Concrete Company
45NA20II 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
City Concrete Company
36LA2011 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
City Concrete Company
36JA001J 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
City Concrete Company
40LA2011 4000 psi Concrete Mix for Storm Drain Structures
1 11 /16/2022
03 30 00
Mix Design
City Concrete Company
CLNG25II 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations
1 5/5/2023
03 30 00
Mix Design
City Concrete Company
CCNA250AG 3600 psi Concrete for Drilled ShaftsLighting and Traffic Signal Foundations
1 5/5/2023
03 30 00
Mix Design
City Concrete Company
CSSQA250AG 3,600 psi Concrete for Slurry Displacement Shafts, Underwater Shafts
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps
19/9/2022
0334 13
Mix Design
Cow Town Redi Mix
9 70 psi Flowable Fill - CLSM
19/9/2022
0334 13
Mix Design
Cow Town Redi Mix
9-S-2 70 psi Flowable Fill - CLSM
19/9/2022
0334 13
Mix Design
Cow Town Redi Mix
220-8 50 psi Concrete Mix for Flowable Fill - CLSM
19/9/2022
0334 13
Mix Design
Cow Town Redi Mix
320-8 50 psi Concrete Mix for Flowable Fill - CLSM
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
230-8 750 psi Concrete Base Material for Trench Repair
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
330-S8 750 psi Concrete Base Material for Trench Repair
19/9/2022
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
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
260-1 3600 psi Concrete Mix for Headwalls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
260-2 3600 psi Concrete Mix for Box Culverts, Headwalls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
264-N 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
366 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
265 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
365 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
370-NC 4500 psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
370-1NC 5000 psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
375-NC 5000 psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
267 4200 psi Concrete Mix for Manholes and Drainage Structures
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
270 5000 psi Concrete Mix for Cast -in -Place Box Culverts
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
370 5000 psi Concrete Mix for Cast -in -Place Box Culverts
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
257 3600 psi Concrete mix for Valley Gutters
1 11/14/2022
32 13 13
Mix Design
Cow Town Redi Mix
357-M 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
33 13 13
Mix Design
Cow Town Redi Mix
257-M 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
3413 13
Mix Design
Cow Town Redi Mix
260-M 4000 psi Concrete Mix for Machine Placed Paving
19/9/2022
35 13 13
Mix Design
Cow Town Redi Mix
360-M 4000 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
255-LP 3000 psi Concrete Mix for Curb & Gutter
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
355-LP 3000 psi Concrete Mix for Curb & Gutter
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement
19/9/2022
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
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
357 3600 psi Concrete Mix for Valley Gutters
16/21/2023
03 30 00
Mix Design
Cow Town Redi Mix
360-DS 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundation
1 1/18/2023
03 30 00
Mix Design
Cow Town Redi Mix
380-NC 4500 psi Concrete for HES Paving
1 1/29/2024
3413 13
Mix Design
Estrada Ready Mix
4575AESC / 7.50 Sacks / 4,500 psi (3,000 psi @ 3-day) Concrete for HES Paving
1 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 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 1/29/2024
03 30 00
Mix Design
Estrada Ready Mix
R4060AEWR / 6.00 Sacks / 4,000 psi Concrete for Bridge Slabs, Top Slabs, and Approach Slabs
1 2/6/2024
32 13 13
mix Design
Estrada Ready Mix
TD3655AEWR / 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving
1 1/29/2024
32 13 13
Mix Design
Estrada Ready Mix
R4560AEWR/ 6.00 Sacks / 4,500 psi Concrete for Hand Placed Paving
12/21/2024
03 30 00
Mix Design
Estrada Ready Mix
R36575AEWR / 5.76 Sacks / 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
19/9/2022
03 30 00
Mix Design
GCH Concrete Services
GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Drain Structures
19/9/2022
03 30 00
Mix Design
GCH Concrete Services
GCHV5 4000 psi Concrete for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
GCH Concrete Services
GCH4500 4500 psi Concrete Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2M1,NR-056PS5D5 4000 psi Concrete Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-10MQS50N 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
161PS5EM 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps
FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
Approval
Spec No.
STANDARD PRODUCTS LIST AS OF 03/07/2024
Classification Manufacturer
Model No. National Spec
I
Concrete(Con inued)
14/7/2023
03 30 00
mix Design
Ingram Concrete & Aggregates
1OLQS50N 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
161PS5EM 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Holcvn - SOR, Inc.
5177 3000 psi Concrete Mix for Sidewalks
19/9/2022
03 30 00
Mix Design
Holcvn - SOR, Inc.
1261 3000 psi Concrete Mix for Sidewalks
19/9/2022
4 30 00
Mix Design
Holcvn - SOR, Inc.
2125 4500 psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Holden - SOR, Inc.
1701 4000 psi Concrete Mix for Storm Drain Structures, Sanitary Sewer Manholes, Junction Box
19/9/2022
03 30 00
Mix Design
Holden - SOR, Inc.
5409 4000 psi Concrete Mix for Sidewalks, Inlets
19/9/2022
03 30 00
Mix Design
Holden - SOR, Inc.
5507 4500 psi Concrete Mix for Hand Placed Paving
112/15/2022
3 30 00
Mix Design
Holden - SOR, Inc.
3741 100 psi concrete for flowable flIUCSLM
19/9/2022
04 30 00
Mix Design
Holden - SOR, Inc.
5017 200 psi Concrete for Base Material for Trench Repair
19/9/2022
03 30 00
Mix Design
Holden - SOR, Inc.
9600 3600 psi Concrete for Drill Shafts/Lighting and Traffic Signal Foundations
19/9/2022
03 30 00
Mix Design
Holden - SOR, Inc.
1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving
1 12/5/2022
4 30 00
Mix Design
Holden - SOR, Inc.
1822 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
19/9/2022
03 30 00
Mix Design
Holden - SOR, Inc.
1859 4000 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
19/9/2022
03 30 00
Mix Design
Holden - SOR, Inc.
1551 3000 psi Concrete Mix for Blocking
14/7/2023
03 30 00
Mix Design
Liquid Stone
C301D 3,000 psi Concrete for Sidewalks, Approaches, and Driveways.
1 4/27/2023
03 30 00
Mix Design
Liquid Stone
C361DNFA 3,600 psi Concrete for Retaining wall, driveway, junction box apron, approach
14/7/2023
03 30 00
Mix Design
Liquid Stone
C361DHR 3,600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations
1 1/24/2023
03 30 00
Mix Design
Liquid Stone
C451DHR-A 4500psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2132214 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
D9490SC 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2131214 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2131314 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2136014 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2136214 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2141224 4,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2141024 4,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2136224 3,600 psi Concrete for Curb Inlets
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blocking & Encasement
19/9/2022
03 30 00
Mix Design
Martin Marietta
FLOW25A 50 psi Concrete for Flowable Fill/CLSM
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement
19/9/2022
03 30 00
Mix Design
Martin Marietta
R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures
1 11/2/2022
32 13 13
Mix Design
Martin Marietta
Q2141N27 4,000 psi Concrete for Machine Placed paving
1 11/2/2022
32 13 13
Mix Design
Martin Marietta
Q2141K30 4,000 psi Concrete for Machine Placed Paving
1 11/2/2022
32 13 13
Mix Design
Martin Marietta
R2146N36 4,500 psi Concrete for Hand Placed Paving
1 11/15/2022
33 13 13
Mix Design
Martin Marietta
R2146K36 4,500 psi Concrete for Hand Placed Paving
1 11/15/2022
3413 13
Mix Design
Martin Marietta
R2146P36 4,500 psi Concrete for Hand Placed Paving
1 11/2/2022
32 13 13
Mix Design
Martin Marietta
R2146K36 4,500 psi Concrete for Hand Placed Paving
1 11/2/2022
32 13 13
Mix Design
Martin Marietta
R2146N35 / 6.11 sacks / 4,500 psi concrete for Hand Place Paving, Inlets, Manholes, Headwalls
1 11/2/2022
32 13 13
Mix Design
Martin Marietta
R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls
1 11/2/2022
32 13 13
Mix Design
Martin Marietta
R2141N24 4,000 psi Concrete for Sidewalks and Ramps
1 11/2/2022
32 13 13
Mix Design
Martin Marietta
R2141K24 4,000 psi Concrete for Junction Boxes, Sidewalks and Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146038 4,500 psi Concrete for Inlets, Stone Drain Structures
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146042 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146242 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146236 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Martin Marietta
D9493SC 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2147241 4,500 psi Concrete for Hand Placed Paving
14/1/2023
32 1320
Mix Design
Martin Marietta
R2136N14 / 5.00 sacks / 3,000 psi concrete for Sidewalks
14/1/2023
03 30 00
Mix Design
Martin Marietta
R21461`33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck
14/1/2023
03 30 00
Mix Design
Martin Marietta
R2146033 4,000 psi Concrete for Ripmp
14/7/2023
32 1320
Mix Design
Martin Marietta
R2136K14 3,000 psi concrete for sidewalks and ramps
14/7/2023
32 13 13
Mix Design
Martin Marietta
R2161K70 6,000 psi (3,000 psi @ 24 hrs.) for HES Paving
14/1/2023
03 30 00
Mix Design
Martin Marietta
310LBP 3,600 psi Concrete for Retaining Walls
1 5/22/2023
32 13 13
Mix Design
Martin Marietta
R2146K37/6.22 sack / 4,500 psi Concrete for Hand Placed Paving
14/1/2023
03 30 00
Mix Design
Martin Marietta
R2141030 4,000 psi Concrete for Riprap
FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
Approval
Spec No.
STANDARD PRODUCTS LIST AS OF 03/07/2024
Classification Manufacturer
Model No. National Spec
I
Concrete(Con inued)
1 5/3/2023
03 30 00
Mix Design
Martin Marietta
M7842344 4,000 psi Concrete for Bridge Deck
16/1/2023
32 1320
Mix Design
Martin Marietta
R2136R20 3,000 psi Concrete for Sidewalks and Ramps
16/1/2023
32 1320
Mix Design
Martin Marietta
R2136N20 3,000 psi Concrete for Sidewalks and Ramps
1 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
1 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
1 8/4/2023
03 30 00
Mix Design
Martin Marietta
U2146R41 / 6.44 sacks / 4,500 psi Concrete for Drilled Piers/Light Pole bases.
1 8/4/2023
03 30 00
Mix Design
Martin Marietta
R2136R14 / 5.00 sacks / 3,500 psi Concrete for Sidewalks and Ramps
1 8/4/2023
32 1320
Mix Design
Martin Marietta
R2141 R24 / 5.53 / 4,000 psi Concrete for Junction Box, Box Culvert, Sidewalks and Ramps.
1 8/4/2023
03 30 00
Mix Design
Martin Marietta
R2146R35 / 6.11 / 4,500 psi Concrete for Inlets, Manholes, and Headwalls
1 8/4/2023
32 13 13
Mix Design
Martin Marietta
R2146R36 / 6.17 / 4,500 psi Concrete for Hand Placed Paving
1 8/30/2023
03 30 00
Mix Design
Martin Marietta
R2141 R30 / 5.85 SK / 4,000 psi Concrete for Box Culverts & Headwalls
1 8/4/2023
32 13 13
Mix Design
Martin Marietta
Q2141 R27 / 5.69 sacks / 4,000 psi Concrete for Machine Placed Paving
1 11/20/2023
03 30 00
Mix Design
Martin Marietta
R2146R33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes
1 11/20/2023
03 30 00
Mix Design
Martin Marietta
R2146K33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes.
1 12/22/2023
32 13 13
Mix Design
Martin Marietta
R2146R44 / 6.60 Sacks / 4,500 psi Concrete Mix for Hand Placed Paving
1 12/22/2023
32 13 13
Mix Design
Martin Marietta
R2146K44 / 6.60 Sacks / 4,500 psi Concrete Mix for Hand Placed Paving
19/9/2022
32 1320
Mix Design
NCS Redi Mix
NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks
19/9/2022
03 30 00
Mix Design
NBR Ready Mix
TX C-YY 3000 psi Concrete Mix for Curb Inlets
19/9/2022
03 30 00
Mix Design
NBR Ready Mix
TX C-NY 3000 psi Concrete Mix for Curb Inlets
19/12/2023
03 30 00
Mix Design
NBR Ready Mix
CLS Pl-YY / 6.00 Sacks / 4,000 psi Concrete for Collars, Manholes, Box Culverts
1 10/4/2023
03 30 00
Mix Design
NBR Ready Mix
CLS A-YY / 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter
1 10/4/2023
03 30 00
Mix Design
NBR Ready Mix
CLS A -NY/ 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter
1 10/4/2023
32 13 13
Mix Design
NBR Ready Mix
TX C SF-YY / 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving
1 10/4/2023
32 13 13
Mix Design
NBR Ready Mix
TX C SF -NY 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving
1 10/4/2023
32 13 13
Mix Design
NBR Ready Mix
CLS P2-YY / 6.50 Sacks / 4,500 psi Concrete for Hand Placed Paving
1 10/4/2023
32 13 13
Mix Design
NBR Ready Mix
CLS P2-NY / 6.50 Sacks / 4,500 psi Concrte for Hand Placed Paving
1 10/4/2023
0334 13
Mix Design
NBR Ready Mix
FTW FLOW FILL / 150 psi concrete for Flowable
17/10/2023
03 30 00
Mix Desigg
Osborn
30A50MR / 5 SK / 3,000 psi Concrete for Sidewalks
17/10/2023
32 13 13
Mix Design
Osborn
45A60MR / 6 SK / 4,500 psi Concrete for Hand Placed Paving
1 1/24/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM6320AHP 4500 psi Concrete for Hand Placed Paving
1 1/24/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps
1 1/18/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM6020ASS 4000 psi Concrete for Strom Drain Structures
1 1/18/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM5320A 3000 psi Concrete for Blocking
11/18/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM5020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps
19/9/2022
03 30 00
Mix Design
Redi-Mix
DCA2E554 3000 psi Concrete Mix for Rip Rap
19/9/2022
03 30 00
Mix Design
Redi-Mix
VOJ11524 3000 psi Concrete Mix for Curb & Gutter
19/9/2022
0334 13
Mix Design
Redi-Mix
FOCIO021 215 psi Flowable Fill - CLSM
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 OJI 1524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Redi-Mix
1OJ11504 3000 psi Concrete Mix for Sidewalks
19/9/2022
03 30 00
Mix Design
Redi-Mix
1OL11504 / 6.00 Sacks / 4,000 psi Concrete Mix for Sidewalks, Curb & Gutter, Sewer Manhole, Inlets, & Junction Boxes
19/9/2022
03 30 00
Mix Design
Redi-Mix
1OL11524 / 6.00 Sacks / 4,000 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls
19/9/2022
03 30 00
Mix Design
Redi-Mix
1RJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads
1 9/29/2022
03 30 00
Mix Design
Redi-Mix
1 OL21524 4000 psi Concrete Mix for Manholes
19/9/2022
03 30 00
Mix Design
Redi-Mix
15611524 4000 psi Concrete Mix for Cast -in -Place Storm Drain Structures
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 OL115E4 3600 psi Concrete Mix for Bridge substructures
19/9/2022
03 30 00
Mix Design
Redi-Mix
156115D4 4000 psi Bridge Slabs
19/9/2022
0334 13
Mix Design
Redi-Mix
F35238VN 100 psi Flowable Fill - CLSM
19/9/2022
0334 13
Mix Design
Redi-Mix
FOD138VM 100 psi Flowable Fill - CLSM
19/9/2022
0334 13
Mix Design
Redi-Mix
1 OJI1554 3000 psi Concrete Mix for Rip -Rap
19/9/2022
03 30 00
Mix Design
Redi-Mix
POG138K9 1000 psi Concrete Mix for Trench Repair Base Material
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 OK11524 3600 psi Concrete Mix for Encasement
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 ON11507 4500 psi (2600 psi @ 24 hrs.) Concrete Mix for HES Paving
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 ON11504 5000 psi (3600 psi @ 2 days) Concrete Mix for HES Paving
19/9/2022
03 30 00
Mix Design
Redi-Mix
50KI 1524 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 OM115D4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 OM11524 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 OM11504 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Redi-Mix
145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures
1 11/2/2022
03 30 00
Mix Design
Redi-Mix
1451`251`4 4500 psi Concrete for Storm Drain Structures
1 12/5/2022
03 30 00
Mix Design
Redi-Mix
1 OK115C4 3500 psi Concrete for Thrust Blocks, Valve Pads
112/5/2022
03 30 00
Mix Design
Redi-Mix
156115C4 4000 psi Concrete for CIP Storm Drain Structures
1 12/5/2022
03 30 00
Mix Design
Redi-Mix
1 OL115C4 3600 psi Concrete for Manhole, Inlet, Junction Box, Headwall
15/15/2023
03 30 00
Mix Design
Redi-Mix
80L115135 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
15/15/2023
03 30 00
Mix Design
Redi-Mix
1 ON115D6 Slurry Displacement Shafts, Underwater Drilled shafts
19/9/2022
0334 13
Mix Design
SRM Concrete
30000 3,000 psi Concrete for Sidewalks and Ramps, Curb & Gutter
19/9/2022
0334 13
Mix Design
SRM Concrete
40050 4,000 psi Concrete for Headwalls, Retaining Wall, Collars
19/9/2022
03 30 00
Mix Design
SRM Concrete
35023 3,600 psi Concrete for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
SRM Concrete
40068 3,600 psi Concrete for Machine Placed Paving
FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
Approval
Spec No.
STANDARD PRODUCTS LIST AS OF 03/07/2024
Classification Manufacturer
Model No. National Spec
I
Concrete(Con inued)
19/9/2022
03 30 00
Mix Design
SRM Concrete
45300 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
SRM Concrete
45000 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
SRM Concrete
40326 4,500 (3,00 (il 3-days) psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
SRM Concrete
35022 3,600 psi Concrete for Junction Box, Retaining Walls
19/9/2022
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
12/10/2023
03 30 00
Mix Design
SRM Concrete
50310 5,000 psi Concrete for HES Paving
1 1/13/2023
32 13 13
Mix Design
SRM Concrete
45023 4,500 psi Concrete for Hand Placed Paving
15/5/2023
03 30 00
Mix Design
SRM Concrete
D100008553CB 4,000 psi Concrete for Bdridge Approach Slab, Deck Slab
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW60AHP 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW6020AHP 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
TCFW6020AHP 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW7520AMR 4500 (3000 psi (d 3-days) psi Concrete HES Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW6520AMR 4500 (3000 psi (d 3-days) psi HES Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5520AMP 3600 psi Concrete for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5320A 3000 psi Concrete Mix for Blocking
19/9/2022
0334 13
Mix Design
Tarrant Concrete
FWFF150CLSM 50-150 psi Flowable Fill - CLSM
19/9/2022
0334 13
Mix Design
Tarrant Concrete
FWFF275 50-150 psi Flowable Fill - CLSM
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW6020A2 4000 psi Concrete Mix for Storrs Drain Structures
1 10/10/2022
03 30 00
Mix Design
Tarrant Concrete
TCFW6025A2 4000 psi Concrete for Manholes
1 10/10/2022
03 30 00
Mix Design
Tarrant Concrete
TCFW5020A 3000 psi Concrete for Sidewalks
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Titan Ready Mix
3020AE 3000 psi Concrete for Sidewalks
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
CP5020A 3000 psi Concrete Mix for Curb and Gutter
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp
19/9/2022
03 30 00
Mix Design
Titan Ready Mix
TRC4520 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
270.230 5000 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0250.2301 3000 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0260.2302 4000 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0255.2301 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0260.2301 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving
1 11/30/2023
32 13 13
Mix Design
Wildcatter Redi-Mix
3620AI / 6.00 Sacks / 3,600 psi Concrete Mix for Machine Placed Paving
1 11/20/2023
32 13 13
Mix Design
Wildcatter Redi-Mix
4520AI / 6.50 Sacks / 4,500 psi Concrete Mix for Hand Placed paving
1 11/20/2023
03 30 00
Mix Design
Wildcatter Redi-Mix
3020AI / 5.00 Sacks / 3,000 psi Concrete Mix for Sidewalks and Inlets
1 11/30/2023
03 30 00
Mix Design
Wildcatter Redi-Mix
4020AI / 6.00 Sacks / 4,000 psi Concrete Mix for Sidewalks and Inlets
19/9/2022
03 30 00
Mix Design
Wise Redi Mix
3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations
A�ppalt Pavin
19/9/2022
32 216
�fix Desr
Austin Asphalt
FT5D137965 PG64-22 Type D Fine Surface
19/9/2022
32 1216
Mix Desr
Austin Asphalt
DA513135965 PG64-22 Type D Fine Surface
19/9/2022
32 12 16
Mix Des�n
Austin Asphalt
FT5B117965 PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Des�n
Austin Asphalt
FT111139965 PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Desr
Austin Asphalt
FT1B117.2 PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Desr
Reynolds Asphalt
1901D PG64-22 Type D Fine Surface
19/9/2022
32 12 16
Mix Design
Reynolds Asphalt
1112B PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Design
Reynolds Asphalt
1612B PG64-22 Type B Fine Base
1 11/20/2023
32 12 16
Mix Design
Reynolds Asphalt
2101D PG64-22 Type D Fine Surface
19/9/2022
32 12 16
Mix Design
Sunmount Paving
341DV6422 PG64-22 Type D Fine Surface
1 11/26/2022
32 12 16
Mix Design
Sunmount Paving
340DV6422 PG64-22 Type D Fine Surface
1 12/5/2022
33 12 16
Mix Design
Sunmount Paving
3076BV6422 PG62-22 Type B Fine Base
19/9/2022
32 12 16
Mix Design
Sunmount Paving
341-BRAP6422ERG PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Design
TXBIT
37-211305-20 PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Design
TXBIT
44-211305-17 PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Design
TXBIT
211305 (1757) PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Design
TXBIT
222475 (1857) PG64-22 Type D Fine Surface
19/9/2022
32 12 16
Mix Design
TXBIT
29-222475-19 PG64-22 Type D Fine Surface
19/9/2022
32 12 16
Mix Design
TXBIT
1-222475-20 PG64-22 Type D Fine Surface
19/9/2022
32 12 16
Mix Design
TXBIT
64-224125-18 PG70-22 Type D Fine Surface
19/9/2022
32 12 16
Mix Design
TXBIT
12-222475-19 PG64-22 Type D Fine Surface
FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 03/07/2024
Approval Spec No. Classification Manufacturer Model No. National Spec
Detectable Warm Surface
19/9/2022 32 1320 DW1- Pavers Pine Hall Brick (Winston Salem, NC) Tactile Pavers
19/9/2022 32 1320 DWS - Pavers Western Brick Co. (Houston, TX) Detectable Warning Pavers
19/9/2022
32 1320
DWS - Composite
Engineered Plastics, Inc. (Williamsville, l Armor Tile
19/9/2022
32 1320
DWS - Composite
ADA Solutions (Wilmington, MA)
Heritage Brick CIP Composite Paver
14/7/2023
32 1320
DWS - Pavers
ADA Solutions (Wilmington, MA)
Detectable Warning Pavers
Silicone Joint
Sealant
19/9/2022
132 1373
Joint Sealant
Dow
890SL - Cold Applied, Single Component, Silicone Joint Sealant
ASTM D5893
19/9/2022
32 1373
Joint Sealant
Tremco
900SL - Cold Applied, Single Component, Silicone Joint Sealant
ASTM D5893
19/9/2022
132 1373
Joint Sealant
Pecom
300SL - Cold Applied, Single Component, Silicone Joint Sealant
ASTM D5893
�ASTMD5893
19/9/2022
132 1373
Joint Sealant
Crafco
RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant
Utility Trench Embedment Sand
19/9/2022
3305 10
Embedment Sand
Silver Creek Materials
Utility Embedment Sand
ASTM C33
19/9/2022
3305 10
Embedment Sand
Crouch Materials
Utility Embedment Sand
ASTM C33
19/9/2022
3305 10
Embedment Sand
F and L Dirt Movers
Utility Embedment Sand
ASTM C33
19/9/2022
3305 10
Embedment Sand
F and L Dirt Movers
Utility Embedment Sand
ASTM C33
19/9/2022
3305 10
Embedment Sand
Tin Top Martin Marietta
Utility Embedment Sand
ASTM C33
Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13
19/28/2018
3305 13
Manhole Frames and Covers
AccuCast (Govmd Steel Company, LTD)
MHRC #220605 (Size - **24" Dial
ASTM A48 AASHTO M306
19/28/2018
3305 13
Manhole Cover
Neenah Foundry
NF-1274-1791 (Size - 32" Dial
ASTM A48 AASHTO M306
19/28/2018
3305 13
Manhole Frames and Covers
Neenah Foundry
NF-1743-LM (Hinged) (Size - 32" Dial
ASTM A48 AASHTO M306
19/28/2018
3305 13
Manhole Frame
Neenah Foundry
NF-1930-30 (Size - 32.25" Dia.)
ASTM A48 AASHTO M306
19/28/2018
3305 13
Manhole Frames and Covers
Neenah Foundry
R-1743-HV (Size - 32" Dial
ASTM A48 AASHTO M306
14/3/2019
3305 13
Manhole Frames and Covers
SIP Industries ++
2279ST (Size - 24" Dial
ASTM A48 AASHTO M306
14/3/2019
3305 13
Manhole Frames and Covers
SIP Industries ++
2280ST (Size - 32" Dial
ASTM A48 AASHTO M306
1 10/8/2020
3305 13
Manhole Frames and Covers
EJ ( Formally East Jordan Iron Works)
EJ1033 Z2/A (Size - 32.25" Dial
ASTM A536 AASHTO M306
**Note: All new development
and new installation manhole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 0513. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and
covers.
FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
Approval
Spec No.
STANDARD PRODUCTS LIST AS OF 03/07/2024
Classification Manufacturer
Model No.
National Spec
Storm Sewer - Inlet & Structures 33-05-13
110/8/2020
33 49 20
Curb Inlets
Fortenra
FRT-1 Ox3-405-PRECAST** (Size - 10' X 3')
ASTM C913
110/8/2020
33 49 20
Curb Inlets
Fortema
FRT-100-406-PRECAST** (Size - 10' X 3')
ASTM C913
110/8/2020
33 49 20
Curb Inlets
Fortema
FRT-lOx4.5-407-PRECAST** (Size - 10' X 4.5')
ASTM C913
110/8/2020
33 49 20
Curb Inlets
Fortema
FRT-lOx4.5-420-PRECAST** (Size - 10' X 4.5')
ASTM C913
110/8/2020
33 39 20
Manhole
Fortema
FRT-4X4-409-PRECAST-TOP (Size - 4' X 4')
ASTM C913
110/8/2020
33 39 20
Manhole
Forterrra
FRT-4X4-409-PRECAST-BASE (Size - 4' X 4')
ASTM C913
110/8/2020
33 39 20
Manhole
Forterrra
FRT-5X5-410-PRECAST-TOP (Size - 5' X 5')
ASTM C913
110/8/2020
33 39 20
Manhole
Forterrra
FRT-5X5-410-PRECAST-BASE (Size - 5' X 5')
ASTM C913
110/8/2020
33 39 20
Manhole
Forterrra
FRT-6X6-411-PRECAST-TOP (Size - 6' X 6')
ASTM C913
110/8/2020
33 39 20
Manhole
Forterrra
FRT-6X6-411-PRECAST-BASE (Size - 6' X 6')
ASTM C913
13/19/2021
33 49 20
Curb Inlets
Thompson Pipe Group
TPG-IOX3-405-PRECAST INLET** (Size - 10' X 3')
ASTM 615
13/19/2021
33 49 20
Curb Inlets
Thompson Pipe Group
TPG-15X3-405-PRECAST INLET** (Size - 15' X 3')
ASTM 615
13/19/2021
33 49 20
Curb Inlets
Thompson Pipe Group
TPG-20X3-405-PRECAST INLET** (Size - 20' X T)
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-4X4-409-PRECAST TOP (Size - 4' X 4')
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-4X4-409-PRECAST BASE (Size - 4' X 4')
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-4X4-412-PRECAST 4-FT RISER (Size - 4' X 4')
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-5X5-410-PRECAST TOP (Size - 5' X 5')
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-5X5-410-PRECAST BASE (Size - 5' X 5')
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-5X5-412-PRECAST 5-FT RISER (Size - 5' X 5')
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-6X6-411-PRECAST TOP (Size - 6' X 6)
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-6X6-411-PRECAST BASE (Size - 6' X 6')
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-6X6-412-PRECAST 6-FT RISER (Size - 6' X 6')
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-7X7-411-PRECAST TOP (Size - TX T)
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-7X7-411-PRECAST BASE (Size - TX T)
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-7X7-412-PRECAST 4-FT RISER (Size - TX T)
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-8X8-411-PRECAST TOP (Size - 8' X 8')
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-8X8-411-PRECAST BASE (Size - 8' X 8')
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-8X8-412-PRECAST 5-FT RISER (Size - 8' X 8')
ASTM 615
13/19/2021
33 49 20
Drop Inlet
Thompson Pipe Group
TPG-4X4-408-PRECAST INLET (Size - 4' X 4')
ASTM 615
13/19/2021
33 49 20
Drop Inlet
Thompson Pipe Group
TPG-5X5-408-PRECAST INLET (Size - 5' X 5')
ASTM 615
13/19/2021
33 49 20
Drop Inlet
Thompson Pipe Group
TPG-6X6-408-PRECAST INLET (Size - 6' X 6')
ASTM 615
18/28/2023
3349 10
Manhole
Oldcastle
Precast 4' x 4' Stacked Manhole (Size - 4' X 4)
ASTM C478
18/28/2023
3349 10
Manhole
Oldcastle
Precast 5' x 8' Storm Junction Box (Size - 5' X 8')
ASTM C478
18/28/2023
3349 10
Manhole
Oldcastle
Precast 4' x 4' Storm Junction Box (Size - 4' X 4')
ASTM C478
18/28/2023
3349 10
Manhole
Oldcastle
Precast 5' x 5' Storm Junction Box (Size - 5' X 5')
ASTM C478
18/28/2023
3349 10
Manhole
Oldcastle
Precast 6' x 6' Storm Junction Box (Size - 6' X 6')
ASTM C478
18/28/2023
3349 10
Manhole
Oldcastle
Precast 8' x 8' Storm Junction Box Base (Size - 8' X 8)
ASTM C478
18/28/2023
3349 10
Manhole
Oldcastle
Precast 5' x 8' Storm Junction Box Base (Size - 5' X 8)
ASTM C478
18/28/2023
3349 10
Manhole
Rinker Materials
Reinforced 48" Diameter Spread Footing Manhole (Size - 4' X 4')
ASTM C433
18/28/2023
33 39 20
Curb Inlet 10 'x 3' Riser
Thompson Pipe Group
Inlet Riser (Size - 3 FT)
ASTM C913-16
18/28/2023
33 39 20
Curb Inlet 15 'x 3' Riser
Thompson Pipe Group
Inlet Riser (Size - 3 FT)
ASTM C913-16
18/28/2023
33 39 20
Curb Inlet 20' x 3' Riser
Thompson Pipe Group
Inlet Riser (Size - 3 FT)
ASTM C913-16
11/12/2024
33 49 20
Drop Inlet
AmeriTex Pipe &Products
Drop Inite (4' X 4')
ASTM C913
11/12/2024
33 49 20
Drop Inlet
AmeriTex Pipe &Products
Drop Inite (5' X 5')
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
Precast 4'x4' Storm Junction Box
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
Precast 5'x5' Storm Junction Box
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
5' Precast Tansition MH (4' MH on the top of 5' JB)
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
Precast 6'x6' Storm Junction Box
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
6' Precast Tansition MH (4' MH on the top of 6' JB)
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
Precast 8'x8' Storm Junction Box
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
8' Precast Tansition MH (4' MH on the top of 8' JB)
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
Type C Storm Drain Manhole on Box (4' MH on the top of RCB)
ASTM C913
**Note: Pre -cast
inlets are appoved for the stage / portion of the structure (basin) only. Stage H portion of the structure are required to be cast hi place. No exceptions to this requirement shall be allowed.
Storm Sewer -
Pipes & Boxes 33-05-13
1 4/9/2021
3341 13
Storm Drain Pipes
Advanced Drainage Systens, hrc. (ADS)
ADS HP Storm Polypropylene (PP) Pipe (Size - 12" - 60")
ASTM F2881 & AASHTO M330
18/28/2023
3349 10
Storm Drain Pipes
Rinker Materials
Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger)
ASTM C76, C655
18/28/2023
3349 10
Culvert Box
Rinker Materials
Reinforced Concrete Box Culvert (Sze - Various)
ASTM C789, C850
1 10/12/2023
3341 10
Storm Drain Pipes
AmeriTex Pipe &Products
Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger)
ASTM C76, C506
1 10/12/2023
3441 10
Culvert Box
AmeriTex Pipe &Products
Reinforced Concrete Box Culvert (size - Various))
ASTM C1433,C1577
110/18/2023
3541 10
Storm Dram Pipes
The Turner Co.
Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger)
ASTM C76, C506
1 10/18/2023
3641 10
Culvert Box
The nurser Co.
Reinforced Concrete Box Culvert (size - Various)
ASTM C1433,C1577