HomeMy WebLinkAboutContract 63299-PM1CSC No. 63299-PM I
FART WORTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
PAVING, DRAINAGE, & STREET LIGHT IMPROVEMENTS
TO SERVE JOHN PETER SMITH HOSPITAL PEC
IPRC Record No. IPRC 25-0011
City Project No. CPN 106105
FID No. 30114-0200431-106105-EO7685
X File No. N/A
File No. K-3359
Mattie Parker
Mayor
Jesus "Jay" Chapa
City Manager
Lauren Prieur, P.E.
Director, Transportation and Public Works Department
O FIt
A � �##
Christopher P. Harder, P.E.
Director, Water Department
Prepared for
City of Fort Worth and
Tarrant County Hospital District
February 2025
A ^.6,
tnp
teague nail & perkins
5237 N. Riverside Drive, Suite 100
Fort Worth, TX 76137
817.336.5773 ph 817.336.2813 fx
TBPE Registration No. F-230
www.tnuinc.com
BKA 21233
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 4
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions
1001113 i�3invitation
Last Revised
i
1002113
to Bidders
+ Bidders
I$�YtIf.R°1.�'�i1JM�-Cv-aic�cccr�
03 nn
03,90/2mn
va-avravzv
nn in
00 41 00
00 42 43
1 nno 4313
Bid FE)fm
Proposal Form Unit Price
Bid Boni
T
05/22/2019
04,102Q014
1 00 45 11
Bidders Prequal fication's
Prequalification Statement
fiea4io A
nnin 4
09/01/2015
in
0045 12
nno n�7
1
00 45 26
Bidder- Pr -equal ..plie., ie
Contractor Compliance with Workers' Compensation Law
03 4n
04/02/2014
1 004540
00 52 43
Minerity Business Enterprise Goal
Agreement
09,91Q019
06/16/2016
00 61 25
Certificate of Insurance
07/01/2011
00 62 13
Performance Bond
01/31/2012
00 62 14
Payment Bond
01/31/2012
00 62 19
Maintenance Bond
01/31/2012
00QQ
•O rena�ons—
i i'451,20i7
0073 10
Standard City Conditions of the Construction Contract for Developer
01/10/2013
Awarded Projects
Division 01 - General Requirements
Last Revised
01 1100
Summary of Work
12/20/2012
01 25 00
Substitution Procedures
08/30/2013
01 31 19
n io�o
Preconstruction Meeting
08/30/2013
in
1
01 3233
Pr-aj e + Meeting
Preconstruction Video
07 T
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 5000
Temporary Facilities and Controls
07/01/2011
01 5526
Street Use Permit and Modifications to Traffic Control
07/01/2011
0157 13
Storm Water Pollution Prevention Plan
07/01/2011
01 6000
Product Requirements
03/20/2020
01 66 00
Product Storage and Handling Requirements
04/07/2014
01 70 00
Mobilization and Remobilization
04/07/2014
01 71 23
Construction Staking
04/07/2014
01 74 23
Cleaning
04/07/2014
0177 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 PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 4
Technical Specifications which were modified by the Engineer specifically for this Project:
NONE MODIFIED.
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City's website at:
httn:Hfortworthtexas.Lyov/tpw/contractors/ or
httus:Hauus.fortworthtexas.Lov/Proi ectResources/
Division 02 - Existing Conditions Last Revised
0241 13 Selective Site Demolition 12/20/2012
02 � 1 1 � T 441 ty D om.,v.,1 / A 1..,,-,.1.,a.,-,en 1 7 /7zzi-20/2012
0241 15 Paving Removal 02/02/2016
Division 03 - Concrete
03 30 00 Cast -In -Place Concrete 12/20/2012
03 211 13 Qm4felled row St fora, >, a.,tor;.,l (Cr SM4 17/7 z
03 34- 6 ('onerete Base Material for Tf:enel, Re '1 * 1/'l z
03 go 00 Modificatio 0 Ex.-iod g Gonerote Strad res 1 �/�ii
Division 26 - Electrical
26 05 00 Common Work Results for Electrical 11/22/2013
16 0!5 r0 -DL-Q, .,A1;t;A0 - r>r1eetr;e-1 S„steFAS 1�/�12-
26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012
26 05--43• T Tnde -gr-o ,,-,.1 Duets .,,-,.1 Raee,, ays for- RlorvtP��� E-j"stems n7/nmT01/2 i
Division 31 - Earthwork
31 WOO nn Site rleafi g 000001
3123 16 T T,-,elassifie.l 1~.,.,.,y do n1 /28/2013
�v v-r� L-vrz-o,�
31�2 Berro nPIo11T-28/20i3.
21 U nn 1 n198/20 3
�rz�-� Fil`�, u�i$ � vn-zvrav��
31 25 00 Erosion and Sediment Control 12/20/2012
31�0 Gabiens 171 /7 z
3 i 37 00 Ripr-ap 12/20/2012
Division 32 - Exterior Improvements
3201 1'T 7 Dor,v,a- e %
��t 1700
�'1z~...t Itvrllzr� A
3201 18 Temporary Asphalt Paving Repair 12/20/2012
3-2-0-129 Q-avravzz
I 1 1 72 F40-*i-ble B-Ase /'oiffSOS 17/7n/7n17
�� rz�-avraviz
32 1129 T ifne Treated Base !''.,,,r17/20/7017
32 1133 GefnefA Treated Base CE) 12/20/2012
32 1137 Liquid Treated Soil 04/2T1 20is
27� Asphalt It DaA lillp; Q/20%
32 �3 ,z
32 13 13 Coner-ete Paving 110010012
32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 106105
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 4
273 n12
Gonar0to )Zl.ii}g 13frit Eaalant8 12 /2n/2
32 14-16 €'3i'lJ1 T ftitt Pavii3g 17/7 i
32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016
2'l�3 Pavement T afki,- gs 1 1 /7Trr22/20i31
27�3 r a Gate-s 12/2n/2n12
.�i'�'Y. rV14 � �r�vr=v�z
27�0 Wife Fences and Gatos 12/2�1a
2'72 32 113 Cast i Dlae (`.,� Walls 06/nc�a4
3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012
3292 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012
32 93 43 Trees and Shrubs 12/20/2012
Division 33 - Utilities
22�0 Bypass Dumirlix • of Existing Sewer Systo12/7zzi-20/2012
22� !'',,f fesio Control Test Stations 1 2 /rz� 20/20Q
3304 12 Magnesium Anode r,.t1.,,,1ie Pr-ateeti,,,., Syste,.... 12/20/2012
22 nn 2n To,....,.efar-y Water Serviee /01 ,-/2n1 1
--�-�o Q,n7�ten
33 04-50 of Sewer- Mains 1 � /��2
22�o Utility Trench Excavation, 1—tri dment, anBackfi11 17/12/ 016
2 Z�2 rater !,,.,i:� Lawefin 1 �2 /'1rz� 20/20 i a
3305 1 2 Fr- ,1 Gr-a e Rings 01 /22/2016
�--v�-T� r r$ii3��E6vEli' �•,' C-�st�T�i3 �v
3305 n G 13.10 F-r- ,1 (`_ ade Dings n 1 /22 /201 6
T✓--v�-rr rz'�ii3�E6��' •,,' C�ii�6��@ mr�o�v
33 A54 n,a;usti g Manholes, inlets, Valve Boxes a -ad c,.uet es to r_r.,ae 1�/��2
22�0 Gonerete Water Vaults 12/2rz�aor2viz
22 nc 2n Auger- Ber-i g 12/20/2012
a�--v�-zv rrag�rvvnrig �
22 nG Tu.l���r1�7z 1 1 T ' l }� 12/20 204-
����
33 05 22 Steel crac/.11-g, pipe 1 /�Q
33 05 23 end Timno!ing 1 /�Q
22 nC 24 installation of Gaf.-;or Pipe i,,, Casing E)r- T,,finel Liner- r Plate i2/09/7027
330526 U4 ity Ti afkers/T .,e ter- 12/20/2n1'l
330530 T.e do of Existing Utir/anranzz
22 11 nC Bolts Nttom ,a Gaskets 12120/7n12
TJ-Z r-v� , , rz�-avraviz
33 i i1- fro Huoti'.Q Irate Q112rz� 0/2v iz
22 1 1 1 T 1 Ductile Tr on Pitt✓ngs 12/2n/2n17
����
12 11 12 D 1yyif yl !'h ride (PVC) Press ro Pipe 1 11 1 /1 a8
22 1 1 1 2 Pipe, R der Type i2 20/20i
.,., � � _., nc�ete�es^� rx Steel �� �2
.P- 11 11 feel Nj�c Gmd Fittings 12/�12
22 Q 1 n Water- Seryi„es 1 ine to 2 inel- m/1 n /2n1 �
Iry V�T1"Zp1T
22�= Large Water- Meters 12/2
Tszzzv Q-avravzz
22 12 21, 1, Arr WA Rubber Seated Butterfly Valy 1'l/'1zzr�mzviz
22�5 rto EGidD n rr/.�� 0v1/03
22 1230 r Air- Valve Assemblies for- Water Systems 1'1/2n/2n12
�v "oYPi .1:�11Jn � �-
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 106105
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 4
331250
�
22�o
3,2 21 12
22 21 12
'P- 21 If
333120
32 21
�i7,,
QY E:�rY' lJ Ft-atiAiiS
C`+.,„,1.,,.,1 Bow efFValve
Cufe,l in Dl.,ee Pipe (CIDD\
Fiberglass Rei fo-ee.l Pipe
High Density Polyethylene
Polyvinyl Chloride (nnIr4
L Uyr4
, 2/2n/2n, 2
rLrzvrLv�z
nssemb 06/1 4
,7/'lrt,-20/20Q
forl-"_fa-yity Sanitary Sewer ,2/20/20Q
(I-IDP,E) Pira. for- Sanitafy cewe-f 17/7m-20/1012
r_,-.,yity Sa-nit.,,-y ca,,,a,- —. 06/1 o/2n1 2
Close D-efle r,
San. Sewer- U:„a 12/2 z,
2,
yity
c ,„; �� c�,P�r Flip Trnisg Q/�Q
'2\2 21 '1'2
Sanitary Sewer- Pipe Eala,,,
geeat ,'1/7 z
22�o
Sanit. y Sewer- cery ee
Gennec6onc-and ce,,,;ee Linee nn Q6/2013.
22�0
rozmbim;:e„ n;, Lalye
fo 1,2/l z
3339 10
�o
22�
30
r In _ , n „ ,.e re„ee+e
��1
n,-eeast Co ere+e Manho
Manholes , � /'1�Q
Q/20/20Q
,2/7
33 ✓9
22�o
22�o
22 1 n
Fiber -glass Manholes
n astewa4e.. n eeess Chamber-
F„e,,,, I: e S f r Saflit,,-„
ne:„fo -ee,l re„e,.e+e c+e,-,..,
z
(Aa(n r) , � /��
Se„\�3—,S4Z 0VdYaS 12/2re�-20/2012
cewef n�/n1 /'1n1 1
41
Ts-rrry
22 1 1 1
.,., � _ _
High Density P4yethyle„e
Pipe/r„lyei4s O']TOT/ZP1T
7 Di' D' i2/20/20i
�D� � _ Ipe C, D15�r. ��
22�i
Deinf ,.ee.l Del„e+b,le„e
(V PE) Pica 443/20is
t
�3-4H-00
.c7d � ��be
1 �/2n/2nl �
��
22�1T
Slet4ed S ozvn, Dpwn.;
n7/no 1�T
22�
2 2�no
22 nn 40
�
T-r2i39. D1*N.:tS
Cast in 121.,ee Manholes
r,,,a. and D -e„ inlets
c+e,-.-„ Drainage Headwalls
n�/n, /201 1
�T
„.1 I„„e+;e„ Beres , 1/'fez
1 2 /2 z
a„.l �a 7:„..,,,.,lls 07/01/201 1
�n
Division 34 - Transportation
3441 10 Traffic Signals 10/12/2015
34 41 10.01 Att-aehment A Eentreller- Gabinet , '1 /, /, 5
2n ^�02 A#aebmen4 B Gei#fellerSpeeifieatierl 02�2012
2n n�e3 Attuh. m. -&t weft ium Fpoeif4eation 0bQ0i2
M 11 11 T2rsp orat— tea€fic , , /'gin
24 41 12 Removing Tr- ff;e Signals 12/20/20,2
34 41 15 PceE ular R,,-V.d rlaJ-`irzg Beaeon , , /2
24 41 16 De.lestfi „ 14ybfid Signal , , /22/7n, 2
34 41 20 Roadway Illumination Assemblies 12/20/2012
24 41 '1n nl n,+e ; l I FIB ne,,dw ,, r r nti/, 5/',n, e
�vr �.ldl�ilYA.1.3S ovrr�rsvi�
24 n 1 nn 02 Freeway LED ne.,dw ,, I nu1 5/2n, e
�-�rzvvz �ldffill�i'Y'73S vrn-r�rsvi�
2n n�n02 Resi +' r I7dL�11rm1YLS 06/15/2015
LZ'1J � �� n ' ���
24 4130 n '1n, 2
�i� Ul�l'SLIC�S � � „ 2/
��
�-rr50 vz-rz-vrz-v iv
3471 13 Traffic Control 11/22/2013
Appendix
GC-4.02 Subsurface and Physical Conditions
GR-01 60 00 Product Requirements
END OF SECTION
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 106105
Revised March 20, 2020
UNIT PRICE BID
Bidlist
Item No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
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45
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
0042 43
DAP - BID PROPOSAL
Page l of 4
Bidder's Application
Bidder's Proposal
Description Specification Unit of Bid
Section No. Measure Quantity
UNIT III: DRAINAGE IMPROVEMENTS
9999.0001 3" x 17" Curb-O-Let System 00 00 00 EA 2
TOTAL UNIT III: DRAINAGE IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019
Unit Price I Bid Value
$8,000.00
1
$16,000.00 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
$16,000.00 1
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
0042 43
DAP - BID PROPOSAL
Page 2 of 4
Bidder's Application
Bidlist
Description
Specification
Unit of
Bid
Item No.
Section No.
Measure
Quantity
UNIT IV: PAVING IMPROVEMENTS
1
0241.0100 Remove Sidewalk
0241 13
SY
22
2
0241.0401 Remove Concrete Drive
0241 13
SF
605
3
0241.1300 Remove Conc Curb&Gutter
0241 15
LF
105
4
3201.0400 Temporary Asphalt Paving Repair
3201 18
LF
136
5
3213.0301 4" Conc Sidewalk
32 1320
SF
1240
6
3213.0401 6" Concrete Driveway
32 13 20
SF
1105
7
3213.0506 Barrier Free Ramp, Type P-1
32 13 20
EA
2
8
3213.0507 Barrier Free Ramp, Type P-2
32 13 20
EA
1
9
3216.0101 6" Conc Curb and Gutter
32 16 13
LF
55
10
3292.0100 Block Sod Placement
32 92 13
SY
487
11
3293.0103 Plant 3" Tree
32 93 43
EA
7
12
3471.0001 Traffic Control
3471 13
MO
1
13
999.0002 5' Conc Flume with Bolted Plate Cover
00 00 00
LF
15
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
Form Version May 22, 2019
Bidder's Proposal
Unit Price I Bid Value
$35.00
$2.05
$10.95
$18.00
$9.46
$5.55
$305.00
$305.00
$65.00
$5.15
$462.41
$4,000.00
$166.67
1
$770.00 1
$1,240.25 1
$1,149.751
$2,448.00 1
$11,730.401
$6,132.75 1
$610.001
$305.00 1
$3,575.00 1
$2,508.05 1
$3,236.87 1
$4,000.00 1
$2,500.05 1
$40,206.12 1
UNIT PRICE BID
Bidlist
Item No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
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40
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42
43
44
45
0042 43
DAP - BID PROPOSAL
Page 3 of 4
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Application
Project Item Information
Description
Specification
Unit of
Bid
Section No.
Measure
Quantity
UNIT V: STREET
LIGHTING IMPROVEMENTS
2605.0111 Furnish/Install Elec Sery Pedestal
26 05 00
EA
1
2605.3015 2" CONDT PVC SCH 80 (T)
26 05 33
LF
274
2605.3017 2" CONDT PVC SCH 80 For Riser
26 05 33
LF
10
3441.1430 Install Conductor Cable
3441 10
LF
314
3441.3037 Furnish/Install 10'- 14' Washington
3441 20
EA
4
3441.3303 Rdwy Illum Foundation TY 7
3441 20
EA
4
TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019
Bidder's Proposal
Unit Price I Bid Value
$7,742.00
$27.89
$13.91
$3.34
$6,021.82
$1,211.56
1
$7,742.00 1
$7,641.861
$139.101
$1,048.761
$24,087.28 1
$4,846.24 1
$45,505.241
UNIT PRICE BID
Bidlist
Item No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
Description
00 42 43
DAP -BID PROPOSAL.
Page 4 of 4
Bidder's Application
Bidder's Proposal
Specification I Unitof I Bid Unit Price I Bid Value
JSection No. Measure Quantity
Bid Summary
UNIT III: DRAINAGE IMPROVEMENTS
UNIT IV: PAVING IMPROVEMENTS
UNIT V: STREET LIGHTING IMPROVEMENTS
This Bid is submitted by the entity named below:
BIDDER:
J.T. Vaughn Construction, LLC
9160 Sterling Street
Suite 100
Irving, TX 75063
Contractor agrees to complete WORK for FINAL. ACCEPTANCE within
CONTRACT commences to run as provided in the General Conditions.
'total Construction Bid
BY: my Thump
TITLE: CEO
DATE: 3/26/2025
END OF SECTION
CITY OF FORT' WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Foua Version May 22. 2019
$16,000.00
$40.206,12
$45,505.24
$101,711.36
82 working days after the date when the
0045 12
DAP PREQUALIFICATION STATEMENT
Page I of I
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
Tvne" box Drovide the complete maior work tvne and actual description as provided by the Water
Deoartment for water and sewer and TPW for navine.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
Roadway and Pedestrian Lights Fisk Electric Company 01/21/2026
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
J.T. Vaughn Construction, LLC
9160 Sterling Street
Suite 100
Irving, TX 75063
WDanny Inlion
(Signature)
TITLE: CEO
DATE: June 12th, 2025
END OF SECTION
CITY OF FORT WORTH PARKWAY & STREETLIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Form Version September I, 2015
2
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00 45 26 - 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page I 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. 106105. 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:
_ J. T. Vaimli i COAviructidn. LLC
Company
9760 Steriiniz Street,
Address
_ Irvin,?. TX 75063
City/State/Zip
THE STATE OF TEXAS §
COUNTY OF TARRANT §
(Please Print)
Signature:
Title:
(Please Print)
BEFORE ME, the undersigned authority, on this day personally appeared
;�
1 �J' v. , -PA DV - -1 r) , known to me to be the person whose name is
subscribed to a foregoing n* t im t, and acknowledged to me that he/she executed the same as
the act and deed of j _ for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN UN DVR MY HAND AEAL OF OFFICE this 's day of
CC �tr r 92
0ND
Notary Public in and for the State of Texas
PATRICIA AO-NFAL
^ NQIAr pbblw, State of Texlts
• My EVIres
END OF SECTION � , RY r 187207 7
!IPT
CITY OF FORT WORTH PARKWAY & STRF.F,T LIGHT IMPROVF,MF.NT.4 TO SF.RVF, JOHN PF. TF,R SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised April 2, 2014
00 6125 CERTIFICATE OF INSURANCE
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038
Revised July 1, 2011
TEXAS WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY WC 99 03 04
(Ed. 04-07)
WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT
This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page.
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against
the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations
described in the Schedule where you are required by a written contract to obtain this waiver. This waiver does not extend to the
statutory right of reimbursement from a claimant who recovers any amount under Section 417.002 of the Texas Labor Code.
This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule.
The premium for this endorsement is shown in the Schedule.
Schedule
1. ( X ) Specific Waiver
Name of person organization
City of Fort Worth
ProJJ'ect 3029-02 JPS Psyc. Emergency Center Connector
1500 S. Main Street, Fort Worth, TX 76104
Blanket Waiver
Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. This
waiver does not extend to the statutory right of reimbursement under Section 417.002 of the Texas Labor Code.
2. Operations: See 1. above
3. Premium:
The premium charge of this endorsement shall be 2 percent of the premium developed on payroll in connection with work
performed for the above person(s) or organization(s) arising out of the operations described.
4. Minimum Premium: $0
5. Advance Premium: $0
This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated.
(The information below is required only when this endorsement is issued subsequent to preparation of the policy.)
Endorsement Effective: Same as Policy Effective Date unless otherwise indicated above.
Policy Effective Date: Policy No. Endorsement No.
Premium $
Insured J.T. Vaughn Construction, LLC
Carrier Name/Code:
WC 99 03 04
(Ed. 04-07)
86100588 VAOCCCIP I JPS Psyc. Emergency Center Connector WC (ZWA401) I Coral Robles 1 7/2/2025 3:27:16 PM (CDT) I Page 2 of 2
This certificate cancels and supersedes ALL previously issued certificates.
ADDITIONAL INSURED - AUTOMATIC STATUS 1119
AS REQUIRED BY CONTRACT - BLANKET
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
Any person or organization that you are required by written contract to include as an additional insured on this policy if the contract is executed
prior to the loss.
A. Who Is An Insured (Section II) is amended to include as an insured any person or organization shown in the above SCHEDULE (called
additional insured), but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" arising out of
your premises or your operations for the additional insured, and only to the extent and for the minimum limits required in the written contract.
B. The insurance provided to the additional insured is subject to the following limitations:
1. Unless a written contract specifically requires additional insured coverage for your completed operations, this insurance does not apply
to "bodily injury" or "property damage" occurring after "your work" for the additional insured has been completed or after that portion of
"your work" out of which the "bodily injury" or "property damage" arises has been put to its intended use by any person or organization,
whichever occurs first.
2. Unless specifically required by written contract, this insurance provides additional insured coverage only for liability for "bodily injury",
"property damage" or "personal and advertising injury" to the extent caused by the named insured's acts or omissions or the acts or
omissions of those acting on the named insured's behalf.
3. This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" for which the additional
insured is obligated to pay damages by reason of the assumption of liability in a contract or agreement except to the extent
that the additional insured would have been obligated to pay such damages in the absence of the contract or agreement.
4. This insurance does not apply to "bodily injury', "property damage" or "personal and advertising injury" arising out of the rendering or
failure to render any professional services by any insured or on any insured's behalf, including:
a) The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field
orders, change orders, drawings or specifications; or
b) Supervisory, inspection, architectural, or engineering services.
This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision,
hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury"
or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of, or
the failure to render, any professional architectural, engineering or surveying services.
5. This endorsement shall not apply to a person or organization if any other additional insured endorsement attached to this policy
specifically applies to that person or organization.
6. The insurance afforded herein only applies to the extent permitted by applicable state law, including statutes governing additional
insured coverage in the construction industry.
7. The insurance afforded to the additional insured shall not exceed the minimum limits required in the written contract.
C. In no event shall the insurance provided to the additional insured exceed the minimum coverage required by the written contract, including
but not limited to minimum limits, minimum scope of coverage, or minimum duration of coverage. If a written contract or agreement requires
that additional insured status be provided by the use of specified edition dates of the ISO CG2010 and/or CG2037, then the terms of that
endorsement are incorporated into this endorsement as respects such additional insured and shall supersede the coverage grant and
limitations in Sections A. and B. of this endorsement. In the event that CG2010 and/or CG2037 are required but no edition dates are
specified, the 04113 editions shall apply.
D. This insurance is excess to any other insurance, whether primary, excess, contingent or on any other basis, available to the additional
insured unless a written contract requires that this insurance be primary or primary and non-contributing. However, this insurance is always
excess to other insurance, whether primary, excess, contingent or on any other basis, when the additional insured has been added to the
other insurance as an additional insured.
Nothing herein contained shall be held to vary, alter, waive or extend any of the terms, conditions, provisions, agreements or limitations of the
mentioned Policy, other than as above stated.
This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated.
(The information below is required only when this endorsement is issued subsequent to preparation of the policy.)
Endorsement Effective: Same as policy effective date unless otherwise indicated above.
Policy Effective: 6/1/2022 Policy No.: CG22A34913 Endorsement No.:
Insured: J.T. Vaughn Construction, LLC; Owner as required Premium $
by contract; and all contractors enrolled in the
Insurance Company: American Contractors Insurance Co. RRG
86073829 1 VAOCCCIP 1 22/23 Rolling I Coral Robles 1 7/I/2025 2:52:58 PM (CDT) I Page 3 of 3
This certificate cancels and supersedes ALL previously issued certificates.
00 52 43 - 1
Developer Awarded Project Agreement
Page 1 of 4
1 SECTION 00 52 43
2 AGREEMENT
3
4 THIS AGREEMENT, authorized on June 12th, 2025 is made by and between the Developer,
5 Tarrant County Hospital District (dba JPS Health Network), authorized to do business in Texas
6 ("Developer"), and J.T. Vaughn Construction, LLC, authorized to do business in Texas, acting by
7 and through its duly authorized representative, ("Contractor").
8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
9 follows:
10 Article 1. WORK
11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
12 Project identified herein.
13 Article 2. PROJECT
14 The project for which the Work under the Contract Documents may be the whole or only a part is
15 generally described as follows:
16 PAVING. DRAINAGE. & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH
17 HOSPITAL PEC
18 City Proiect No. 106105
19
20 Article 3. CONTRACT TIME
21 3.1 Time is of the essence.
22 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
23 Documents are of the essence to this Contract.
24 3.2 Final Acceptance.
25 The Work will be complete for Final Acceptance within 82 working days after the date
26 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard
27 City Conditions of the Construction Contract for Developer Awarded Projects.
28 3.3 Liquidated damages
29 Contractor recognizes that time is of the essence of this Agreement and that Developer
30 will suffer financial loss if the Work is not completed within the times specified in
31 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of
32 the Standard City Conditions of the Construction Contract for Developer Awarded
33 Projects. The Contractor also recognizes the delays, expense and difficulties involved in
34 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not
35 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees
36 that as liquidated damages for delay (but not as a penalty), Contractor shall pay
37 Developer Zero Dollars ($0) for each day that expires after the time specified in
38 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECT CPN 106105
Revised June 16, 2016
00 52 43 - 2
Developer Awarded Project Agreement
Page 2 of 4
39 Article 4. CONTRACT PRICE
40 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
41 Documents an amount in current funds of one hundred one thousand, seven hundred eleven
42 dollars and thirty-six cents ($101,711.36).
43 Article 5. CONTRACT DOCUMENTS
44 5.1 CONTENTS:
45 A. The Contract Documents which comprise the entire agreement between Developer and
46 Contractor concerning the Work consist of the following:
47 1. This Agreement.
48 2. Attachments to this Agreement:
49 a. Bid Form (As provided by Developer)
50 1) Proposal Form (DAP Version)
51 2) Prequalification Statement
52 3) State and Federal documents (project specific)
53 b. Insurance ACORD Form(s)
54 c. Payment Bond (DAP Version)
55 d. Performance Bond (DAP Version)
56 e. Maintenance Bond (DAP Version)
57 f. Power of Attorney for the Bonds
58 g. Worker's Compensation Affidavit
59 h. MBE and/or SBE Commitment Form (If required)
60 3. Standard City General Conditions of the Construction Contract for Developer
61 Awarded Projects.
62 4. Supplementary Conditions.
63
5.
Specifications specifically made a part of the Contract Documents by attachment
64
or, if not attached, as incorporated by reference and described in the Table of
65
Contents of the Project's Contract Documents.
66
6.
Drawings.
67
7.
Addenda.
68
8.
Documentation submitted by Contractor prior to Notice of Award.
69
9.
The following which may be delivered or issued after the Effective Date of the
70
Agreement and, if issued, become an incorporated part of the Contract Documents:
71
a. Notice to Proceed.
72
b. Field Orders.
73
c. Change Orders.
74
d. Letter of Final Acceptance.
75
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECT CPN 106105
Revised June 16, 2016
005243-3
Developer Awarded Project Agreement
Page 3 of 4
77 Article 6. INDEMNIFICATION
78 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
79 expense, the city, its officers, servants and employees, from and against any and all
80 claims arising out of, or alleged to arise out of, the work and services to be performed
81 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
82 under this contract. This indemnification provision is specifically intended to operate
83 and be effective even if it is alleged or proven that all or some of the damages being
84 sought were caused, in whole or in Dart, by anv act, omission or negligence of the citv.
85 This indemnity provision is intended to include, without limitation, indemnity for
86 costs, expenses and legal fees incurred by the city in defending against such claims and
87 causes of actions.
88
89 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
90 the city, its officers, servants and employees, from and against any and all loss, damage
91 or destruction of property of the city, arising out of, or alleged to arise out of, the work
92 and services to be performed by the contractor, its officers, agents, employees,
93 subcontractors, licensees or invitees under this contract. This indemnification
94 provision is specifically intended to operate and be effective even if it is alleged or
95 proven that all or some of the damages being sought were caused, in whole or in part,
96 by anv act, omission or negligence of the citv.
97
98 Article 7. MISCELLANEOUS
99 7.1 Terms.
100 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
101 the Construction Contract for Developer Awarded Projects.
102 7.2 Assignment of Contract.
103 This Agreement, including all of the Contract Documents may not be assigned by the
104 Contractor without the advanced express written consent of the Developer.
105 7.3 Successors and Assigns.
106 Developer and Contractor each binds itself, its partners, successors, assigns and legal
107 representatives to the other party hereto, in respect to all covenants, agreements and
108 obligations contained in the Contract Documents.
109 7.4 Severability.
110 Any provision or part of the Contract Documents held to be unconstitutional, void or
ill unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
112 remaining provisions shall continue to be valid and binding upon DEVELOPER and
113 CONTRACTOR.
114 7.5 Governing Law and Venue.
115 This Agreement, including all of the Contract Documents is performable in the State of
116 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
117 Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECT CPN 106105
Revised June 16, 2016
118
119 7.6 Authority to Sign.
120
121
122
123
124
125
126
127
128
005243-4
Developer Awarded Project Agreement
Page 4 of 4
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:
J.T. Vaughn Construction, LLC
..�; G'��
(SiJn tire)
Danny Thompson
(Printed Name)
Title: CEO
Company Name:
Address: 9160 Sterling Street
City/State/Zip: Irving, TX 75063
June 12th, 2025
Date
Developer:
Tarrant County Hospital District (dba JPS Health
Network)
By:
( ignature)
Jill Fa 1
(Printed Name)
Title: Sr. Executive Vice President, Chief
Operating Officer
Company name:
Address: 1500 S. Main Street
City/State/Zip: Fort Worth, TX 76104
l --- i2-2r
.Date
CITY OF FORT WORTH PARKWAY& .STRF.F.T LIGHT 1MPROVFMF,NTS TO SERVE. JOHN PETER SMITH HOSPITAL PFC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -- DEVELOPER AWARDED PROJECT CPN 106105
Revised June 16.2016
Bond No. 2000463
0062 13- 1
PERFORMANCE BOND
Page 1 of 3
1 SECTION 00 62 13
2 PERFORMANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7
8 That we, J.T. Vaughn Construction, LLC , known as "Principal" herein
9 and SureTec Insurance Company , a corporate surety(sureties, if more
10 than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether
11 one or more), are held and firmly bound unto the Developer, Tarrant County Hospital District
12 (d/b/a JPS Health Network), authorized to do business in Texas ("Developer") and the City of
13 Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, one hundred one
14 thousand, seven hundred eleven dollars and thirty-six cents ($ 101,711.36 ), lawful money of
15 the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum
16 well and truly to be made jointly unto the Developer and the City as dual obligees, we bind
17 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,
18 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 CFA25-0043;and
22 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
23 the 12th day of June , 20 25 , which Contract is hereby referred to and made a
24 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
25 and other accessories defined by law, in the prosecution of the Work, including any Change
26 Orders, as provided for in said Contract designated as
27 PAVING, DRAINAGE, & STREET LIGHT IMPROVEMENTS
28 TO SERVE
29 JOHN PETER SMITH HOSPITAL PEC
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised January 31, 2012
2
3
4
5
6
7
8
006213-2
PERFORMANCE BOND
Page 2 of 3
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.
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
9 Worth Division.
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
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 12th day of June
, 20 25 .
A irS T_
(Principal) Secretary
Patricia A. O'Neal
Assistant Secretary
Witness as to Principal
PRINCIPAL:
J.T. Vauahn Construction. LLC___
BY: V
Signal e
Dannv Thomoson. CEO
Name and Title
Address: 9160 Sterling Street
4Irving, TX 75063
SURETY:
SureTec Insurance Company
BY:
Signature
Vickie Lacv. A mey-in-Fact
Name and Title
2103 CityWest Blvd, Suite 1300
Address: Houston, TX 77042
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 10610E
Revised January 31, 2012
1
2
3
4
5
6
7
8
9
10
11
12
13
Witness as to Surety Namesia Anderson
006213-3
PERFORMANCE BOND
Page 3 of 3
Telephone Number: 713-812-0800
*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 PARKWAY& STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised January 31, 2012
Bond No. 2000463
1
2
3
4 THE STATE OF TEXAS
5
6 COUNTY OF TARRANT
7
0062 14- 1
PAYMENT BOND
Page l of 3
SECTION 00 62 14
PAYMENT BOND
§ KNOW ALL BY THESE PRESENTS:
8 That we, J.T. Vaughn Construction, LLC known as "Principal"
9 herein, and SureTec Insurance COmnanv , a corporate surety
10 ( or sureties if more than one), duly authorized to do business in the State of Texas, known as
11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Tarrant County
12 Hospital District (d/b/a JPS Health Network), authorized to do business in Texas "(Developer"), and
13 the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of one hundred one
14 thousand. seven hundred eleven dollars and thirtv-six cents ($ 101,711.36 ), lawful money of the
15 United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well
16 and truly be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our
17 heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these
18 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 Agreement,
21 CFA Number CFA25-0043;and
22 WHEREAS, Principal has entered into a certain written Contract with Developer, awarded
23 the 12th day of June , 20 25 , which Contract is hereby referred to and
24 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment,
25 labor and other accessories as defined by law, in the prosecution of the Work as provided for in said
26 Contract and designated as PAVING, DRAINAGE, AND STREET LIGHT IMPROVEMENTS TO
27 SERVE JOHN PETER SMITH HOSPITAL PEC
28
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECT CPN 106105
Revised January 31, 2012
006214-2
PAYMENT BOND
Page 2 of 3
1 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal
2 shall pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of
3 the Texas Government Code, as amended) in the prosecution of the Work under the Contract, then
4 this obligation shall be and become null and void; otherwise to remain in full force and effect.
5 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
6 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
7 accordance with the provisions of said statute.
8 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this
9 instrument by duly authorized agents and officers on this the 12th day of
10 June , 20 25 .
ATTEST:
l
(Principal) PiWtiwk O'Neal
Assistant Secretary
Witness as to Principal
Y
Witness as to Surety NamesiaAnderson
PRINCIPAL:
J.T. Vaughn Construction, LLC
BY:
Signature r
Danny Thompson, CEO
Name and Title
Address: 9160 Sterline Street
Irvine,TX 75063
SURETY:
SureTec Insurance Company
BY:
Signature
Vickie Lacy, Attorney -in -Fact
.t Name and Title
Address: 2103 CitvWestBlvd., Suite 1300
Houston, TX 77042
Telephone Number: 713-812-0800
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECT CPN 106105
Revised January 31, 2012
006214-3
PAYMENTBOND
Page 3 of 3
2 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws
3 showing that this person has authority to sign such obligation. If Surety's physical address is
4 different from its mailing address, both must be provided.
5
6 The date of the bond shall not be prior to the date the Contract is awarded.
7 END OF SECTION
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECT CPN 106105
Revised January 31, 2012
0062 19- 1
Bond No. 2000463 MAINTENANCE BOND
Page I of 3
SECTION 00 62 19
2 MAINTENANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we J.T. Vaughn Construction. LLC , known as
8 "Principal" herein and SureTec Insurance Company , a corporate surety
9 (sureties, if more than one) duly authorized to do business in the State of Texas, known as
10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Tarrant
11 County Hospital District (d/b/a JPS Health Network), authorized to do business in Texas
12 ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum
13 of one hundred one thousand, seven hundred eleven dollars and thirtv-six cents
14 ($ 101,711.36), lawful money of the United States, to be paid in Fort Worth, Tarrant County,
15 Texas, for payment of which sum well and truly be made jointly unto the Developer and the City
16 as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators,
17 successors and assigns, jointly and severally, firmly by these presents.
18
19 WHEREAS, Developer and City have entered into an Agreement for the construction of
20 community facilities in the City of Fort Worth by and through a Community Facilities
21 Agreement, CFA Number CFA25-0043; and
22
23 WHEREAS, the Principal has entered into a certain written contract with the Developer
24 awarded the 12th day of June , 20 25 , which Contract is hereby referred to and
25 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment
26 labor and other accessories defined by law, in the prosecution of the Work, including any Change
27 Orders, as provided for in said Contract designated as PAVING, DRAINAGE, & STREET LIGHT
28 IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC; and
29
30 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
31 accordance with the plans, specifications and Contract Documents that the Work is and will
32 remain free from defects in materials or workmanship for and during the period of two (2) years
33 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
34
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised January 31, 2012
006219-2
MAINTENANCE BOND
Page 2 of 3
1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
2 upon receiving notice from the Developer and/or City of the need thereof at any time within the
3 Maintenance Period.
4
5 NOW THEREFORE, the condition of this obligation is such that if Principal shall
6 remedy any defective Work, for which timely notice was provided by Developer or City, to a
7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to
8 remain in full force and effect.
9
10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
11 noticed defective Work, it is agreed that the Developer or City may cause any and all such
12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
13 by the Principal and the Surety under this Maintenance Bond; and
14
15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
17 Worth Division; and
18
19 PROVIDED FURTHER, that this obligation shall be continuous in nature and
20 successive recoveries may be had hereon for successive breaches.
21
PX
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised January 31, 2012
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006219-3
MAINTENANCE BOND
Page 3 of 3
IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
instrument by duly authorized agents and officers on this the 12th day of June
20 25 .
r`
ATTEST:
(Principal) Secretary
Patricia A. O'Neal
Assistant Secretary
Witness as to Principal
Witness as to Surety Namesia Anderson
PRINCIPAL:
.1. T. Vauohn Construction. LLC
BY:
signatdm
Danny Thomason. CEO _
Name and Title
Address: 9160 Sterling Street
Irving, TX 75063
SURETY:
SureTec Insurance Company
BY:
Signature C S
Vickie Lacv. Attornev-in-Fact
Name and Title
Address: _ 2103 CityWest Blvd._ Suite 1300
Hopglnn _LX 77042
Telephone Number: 713-812-0800
*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 PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised January 31, 2012
SureTec Insurance Company
IMPORTANT NOTICE
Statutory Complaint Notice/Filing of Claims
To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or
to make a complaint or file a claim at: 1-866-732-0099. You may also write to the Surety at:
SureTec Insurance Company
9500 Arboretum Blvd., Suite
400
Austin, TX 78759
You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or
complaints at 1-800-252- 3439. You may write the Texas Department of Insurance at:
PO Box 149104
Austin, TX 78714-
9104
Fax#:512-490-1007
Web: htto://www.tdi.state.tx.us
Email: ConsumerProtection@tdi.texas.gov
PREMIUM OR CLAIMS DISPUTES: Should you have a dispute concerning your premium or about a claim, you
should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of
Insurance.
SIC TX Rider TDI Required Notices rev 07_2022 Page 1 of 1
POA# 4221914
JOINT LIMITED POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That SureTec Insurance Company, a Corporation duly organized and existing under the laws of the State of Texas and having its
principal office in the County of Harris, Texas and Markel Insurance Company (the "Company'), a corporation duly organized and existing under the laws of the state
of Illinois, and having its principal administrative office in Glen Allen, Virginia, does by these presents make, constitute and appoint:
Marc W. Boots, Vickie Lacy, Richard Covington, Maria D. Zuniga, Joseph R. Aulbert, Ashley Koletar, Ryan Varela,
Stephanie Moore Harold, Dylan Young, Ashley Coleman, Melanie Salinas, Jacob Boots, Namesia Anderson
Their true and lawful agent(s) and attorney(s)-in-fact, each in their separate capacity if more than one is named above, to make, execute, seal and deliver for and on
their own behalf, individually as a surety or jointly, as co -sureties, and as their act and deed any and all bonds and other undertaking in suretyship provided, however,
that the penal sum of any one such instrument executed hereunder shall not exceed the sum of:
Fifty Million and 00/100 Dollars ($50,000,000.00)
This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolutions adopted by the Board of Directors of SureTec
Insurance Company and Markel Insurance Company:
"RESOLVED, That the President, any Senior Vice President, Vice President, Assistant Vice President, Secretary, Assistant Secretary, Treasurer or Assistant Treasurer
and each of them 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 or attorney, of the company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and
acknowledge as the act and deed of the SureTec Insurance Company and Markel Insurance Company, as the case may be, all bond undertakings and contracts of
suretyship, and to affix the corporate seal thereto."
IN WITNESS WHEREOF, Markel Insurance Company and SureTec Insurance Company have caused their official seal to be hereunto affixed and these presents to be
signed by their duly authorized officers on the lsth day of January , 2025 .
SureTec Insurance Company �sswttrrr�h Mar Insurance mpany
Ss`s'syRAA1G+�o- `� 6� +VCF��i.
�p
W ( w SEAL aro=
BY' N Y �k. �: B : fi
Michael C. Keimi , President �` •••— ha
.• indey le Wing , ice President
State of Texas
County of Harris.
On this lsth day of January , 2025 A. D., before me, a Notary Public of the State of Texas, in and for the County of Harris, duly commissioned and qualified,
came THE ABOVE OFFICERS OF THE COMPANIES, to me personally known to be the individuals and officers described in, who executed the preceding instrument, and
they acknowledged the execution of same, and being by me duly sworn, disposed and said that they are the officers of the said companies aforesaid, and that the
seals affixed to the proceeding instrument are the Corporate Seals of said Companies, and the said Corporate Seals and their signatures as officers were duly affixed
and subscribed to the said instrument by the authority and direction of the said companies, and that Resolutions adopted by the Board of Directors of said Companies
referred to in the preceding instrument is now in force.
IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my Official Seal at the County of Harris, the day and yearfirst above written.
JULIE E. MCCLARY
t Notary Public State of Texas B
Commission 12947680 5 JV
E. McClary, Notary Public
Commission Expires March 29, 2026 ommission expires 3/29/2026
We, the undersigned Officers of SureTec Insurance Company and Markel Insurance Company do herby certify that the original POWER OF ATTORNEY of which the
foregoing is a full, true and correct copy is still in full force and effect and has not been revoked.
IN WITNESS WHEREOF, we have hereunto set our hands, and affixed the Seals of said Companies, on the day of
ur sur Company
B
M. Br nt Beaty, A istant Secretary
Markel Insurance Company
B/ndiw
Ma quis, As qntSeary
Any Instrument Issued in excess of the penalty stated above is totally void and without any validity. 4221.914
For verification of the authority of this Power you may call (713)812-0800 on any business clay between 8:30 AM and 5:00 PM CST.
STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Article 1 — Definitions and Terminology..........
1.01 Defined Terms ...............................
1.02 Terminology ..................................
Article 2 —
Preliminary Matters .......................
2.01
Before Starting Construction......
2.02
Preconstruction Conference........
2.03
Public Meeting ............................
Page
.............................................1
.............................................1
............................................. 5
....................................................... 6
....................................................... 6
....................................................... 6
....................................................... 6
Article 3 — Contract Documents and Amending............................................................................................... 6
3.01 Reference Standards..................................................................................................................... 6
3.02 Amending and Supplementing Contract Documents.................................................................. 6
Article 4 — Bonds and Insurance....................................................................................................................... 7
4.01 Licensed Sureties and Insurers..................................................................................................... 7
4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7
4.03 Certificates of Insurance............................................................................................................... 7
4.04 Contractor's Insurance.................................................................................................................. 9
4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12
Article 5 —
Contractor's Responsibilities........................................................................................................12
5.01
Supervision and Superintendent.................................................................................................12
5.02
Labor; Working Hours................................................................................................................13
5.03
Services, Materials, and Equipment...........................................................................................13
5.04
Project Schedule..........................................................................................................................14
5.05
Substitutes and "Or-Equals".......................................................................................................14
5.06
Pre -Qualification of Bidders (Prime Contractors and Subcontractors).....................................16
5.07
Concerning Subcontractors, Suppliers, and Others...................................................................16
5.08
Wage Rates..................................................................................................................................18
5.09
Patent Fees and Royalties...........................................................................................................19
5.10
Laws and Regulations.................................................................................................................19
5.11
Use of Site and Other Areas.......................................................................................................19
5.12
Record Documents......................................................................................................................20
5.13
Safety and Protection..................................................................................................................
21
5.14
Safety Representative.................................................................................................................21
5.15
Hazard Communication Programs.............................................................................................22
5.16
Submittals....................................................................................................................................22
5.17
Contractor's General Warranty and Guarantee..........................................................................23
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
5.18 Indemnification ............................................
5.19 Delegation of Professional Design Services
5.20 Right to Audit: .............................................
5.21 Nondiscrimination ........................................
Article 6 - Other Work at the Site.......
6.01 Related Work at Site .......
Article 7 - City's Responsibilities ............................................
7.01 Inspections, Tests, and Approvals .......................
7.02 Limitations on City's Responsibilities ................
7.03 Compliance with Safety Program ........................
Article 8 - City's Observation Status During Construction.......
8.01 City's Project Representative .................................
8.02 Authorized Variations in Work ..............................
8.03 Rejecting Defective Work ......................................
8.04 Determinations for Work Performed ......................
Article 9 - Changes in the Work ......................
9.01 Authorized Changes in the Work
9.02 Notification to Surety ...................
Article 10 - Change of Contract Price; Change of Contract Time
10.01 Change of Contract Price ...........................................
10.02 Change of Contract Time ...........................................
10.03 Delays.........................................................................
Article 11 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ............
11.01 Notice of Defects..............................................................................................................
11.02 Access to Work.................................................................................................................
11.03 Tests and Inspections........................................................................................................
11.04 Uncovering Work.............................................................................................................
11.05 City May Stop the Work...................................................................................................
11.06 Correction or Removal of Defective Work......................................................................
11.07 Correction Period..............................................................................................................
11.08 City May Correct Defective Work...................................................................................
Article 12 - Completion ...........................................
12.01 Contractor's Warranty of Title ............
12.02 Partial Utilization .................................
12.03 Final Inspection ....................................
12.04 Final Acceptance ..................................
Article 13 - Suspension of Work .....................................
13.01 City May Suspend Work .............................
Article 14 - Miscellaneous .........................................
14.01 Giving Notice .........................................
CITY OF FORT WORTH
STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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14.02 Computation of Times................................................................................................................ 34
14.03 Cumulative Remedies................................................................................................................. 34
14.04 Survival of Obligations...............................................................................................................35
14.05 Headings......................................................................................................................................35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10- 1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
ARTICLE 1— DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed -defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. Asbestos —Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3. Business Day — A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4. Buzzsaw — City's on-line, electronic document management and collaboration system.
5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight.
6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7. Community Facilities Agreement (CFA) A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8. Contract —The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents —Those items that make up the contract and which must include the
Agreement, and it's attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-2
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 2 of 35
b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non -Resident Bidder
iii. Prequalification Statement
C. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
1. Supplementary Conditions
in. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project's Contract Documents
o. Drawings
P. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10. Contractor —The individual or entity with whom Developer has entered into the Agreement.
11. Day or day —A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer — An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. Drawings —That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14. Engineer —The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10- 3
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 3 of 35
16. Final Inspection — Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
17. General Requirements —A part of the Contract Documents between the Developer and a
Contractor.
18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20. Milestone —A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non -Participating Change Order —A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
22. Participating Change Order —A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
23. Plans — See definition of Drawings.
24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor's plan to accomplish the Work within the Contract Time.
25. Project —The Work to be performed under the Contract Documents.
26. Project Representative —The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting — An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28. Regular Working Hours — Hours beginning at 7: 00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29. Samples Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10- 4
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 4 of 35
30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights -of -way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32. Specifications —That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto.
Specifications may be specifically made a part of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00) of each Project.
33. Standard City Conditions — That part of the Contract Documents setting forth requirements
of the City.
34. Subcontractor —An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of apart of the Work at the Site.
35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent — The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions —That part of the Contract Documents which amends or
supplements the General Conditions.
38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
40. Weekend Working Hours — Hours beginning at 9: 00 a. in. and ending at 5: 00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10- 5
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 5 of 35
41. Work —The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non -Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p. m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.13 through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Defective:
1. The word "defective," when modifying the word "Work," refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City's written acceptance.
C. Furnish, Install, Perform, Provide:
1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10- 6
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 6 of 35
ARTICLE 2 — PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non -
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non -Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10- 7
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 7 of 35
1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City's written interpretation or clarification.
ARTICLE 4 — BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor's obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney -in -fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10- 8
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 8 of 35
1. The certificate of insurance shall document the City, an as "Additional Insured" on all
liability policies.
2. The Contractor's general liability insurance shall include a, "per project" or "per location",
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers' compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor's obligation
to maintain such lines of insurance coverage.
6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If
coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims -made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first -dollar basis, must be acceptable to and approved by the City.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage's and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either parry or the underwriter on any such policies.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
4.04 Contractor's Insurance
A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor's
performance of the Work and Contractor's other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
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1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance
Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to
any other insurance or self-insurance programs afforded to the City. The Commercial General
Liability policy, shall have no exclusions by endorsements that would alter of nullify
premises/operations, products/completed operations, contractual, personal injury, or advertising
injury, which are normally contained with the policy, unless the City approves such exclusions
in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 each occurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U"
coverage's. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto",
defined as autos owned, hired and non -owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non -owned.
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1) $1, 000, 000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2) $250,000 Bodily Injury per person
3) $500,000 Bodily Injury per accident /
4) $100,000 Property Damage
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1. The Contractor's construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: None
Write the name of the railroad company. (If none, then write none)
2. The Contractor shall conduct its operations on railroad properties in such a manner as not to
interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use
or operation of its/their trains or other property. Such operations on railroad properties may
require that Contractor to execute a "Right of Entry Agreement" with the particular railroad
company or companies involved, and to this end the Contractor should satisfy itself as to the
requirements of each railroad company and be prepared to execute the right -of -entry (if any)
required by a railroad company. The requirements specified herein likewise relate to the
Contractor's use of private and/or construction access roads crossing said railroad company's
properties.
3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions
shall provide coverage for not less than the following amounts, issued by companies
satisfactory to the City and to the Railroad Company for a term that continues for so long as
the Contractor's operations and work cross, occupy, or touch railroad property:
a. General Aggregate: None
Enter limits provided by Railroad Company (If none, write none)
b. Each Occurrence:: None
Enter limits provided by Railroad Company (If none, write none)
4. With respect to the above outlined insurance requirements, the following shall govern:
a. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at -grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b. Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights -of -
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way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at -grade crossing, other work or activity is
proposed on a railroad company's right-of-way at a location entirely separate from the
grade separation or at -grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company's
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company's property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor's beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
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Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor's representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
5.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made by participating change orders.
5.05 Substitutes and "Or -Equals "
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or "or -equal" item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an "or -equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
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2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City's sole discretion an item of material or equipment proposed by Contractor does
not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 0125 00 and:
1) shall certify that the proposed substitute item will:
i. perform adequately the functions and achieve the results called for by the general
design;
ii. be similar in substance to that specified;
iii. be suited to the same use as that specified; and
2) will state:
i. the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor's achievement of final completion on time;
ii. whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
iii. whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
i. all variations of the proposed substitute item from that specified;
ii. available engineering, sales, maintenance, repair, and replacement services; and
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4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City's sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 5.05.A.2.
C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.13. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents.
F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or -equal" at Contractor's expense.
G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre -qualification
5.07 Concerning Subcontractors, Suppliers, and Others
A. Minority and Women Owned Business Enterprise Compliance:
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❑ Required for this Contract.
(Check this box if there is any City Participation)
® Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City's MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
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Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.08 Wage Rates
❑ Required for this Contract.
IN Not Required for this Contract.
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31 st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the
City's determination that there is good cause to believe the Contractor or Subcontractor has
violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or
claimants as the difference between wages paid and wages due under the prevailing wage rates,
such amounts being subtracted from successive progress payments pending a final determination
of the violation.
D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the 1 Ith day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
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occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor's responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor's obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
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other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as
the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the
written notice (by letter or electronic communication), and shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
5.12 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor
and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated
to show changes made during construction. These record documents together with all approved
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Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
5.13 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City's safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any,
with which City's employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
5.14 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
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5.15 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or
among employers in accordance with Laws or Regulations.
5.16 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 5.16.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For -Information -Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 5.16.C.
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City's review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City's Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
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2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and
acceptance of a separate item as such will not indicate approval of the assembly in which the
item functions.
3. City's review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City's review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
5.17 Contractor's General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
2. normal wear and tear under normal usage.
C. Contractor's obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor's obligation to
perform the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City or Developer of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
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7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.13. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
City, its officers, servants and employees, from and against any and all claims arising out of, or
alleged to arise out of, the work and services to be performed by the Contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this Contract. THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY
ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor's responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional's written approval when
submitted to City.
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C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance
and design criteria given and the design concept expressed in the Contract Documents. City's
review and acceptance of Submittals (except design calculations and design drawings) will be
only for the purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing City funds
B. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
5.21 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit -
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
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ARTICLE 6 — OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City's employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City's employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C. If the proper execution or results of any part of Contractor's Work depends upon work
performed by others under this Article 7, Contractor shall inspect such other work and promptly
report to City in writing any delays, defects, or deficiencies in such other work that render it
unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's
failure to so report will constitute an acceptance of such other work as fit and proper for
integration with Contractor's Work except for latent defects in the work provided by others.
ARTICLE 7 — CITY'S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City's Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor's failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
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7.03 Compliance with Safety Program
While at the Site, City's employees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City's Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City's representative during construction are
set forth in the Contract Documents.
A. City's Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor's executed Work. Based on
information obtained during such visits and observations, City's Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City's Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City's Project Representative's efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City's Project Representative's visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City's Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
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8.04 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City's Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
ARTICLE 9 — CHANGES IN THE WORK
9.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or
from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall
promptly proceed with the Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise specifically provided). Extra Work
shall be memorialized by a Participating Change Order which may or may not precede an order
of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a
project with City participation, a Field Order may be issued by the City.
9.02 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor's
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.01 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City
participation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.03 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
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ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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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.
Developer/Contractor.
City will forward all invoices for retests to
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City's observation and replaced at Contractor's
expense.
11.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
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Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor's obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor's services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
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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 resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City's rights and remedies under this
Paragraph 11.09.
ARTICLE 12 — COMPLETION
12.01 Contractor's Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor's
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 33
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 33 of 35
1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 Final Acceptance
A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2. consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5. after all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 — SUSPENSION OF WORK
13.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 34
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 34 of 35
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 — MISCELLANEOUS
14.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given i£
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
14.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 35
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION 01 11 00
SUMMARY OF WORK
011100-1
DAP SUMMARY OF WORK
Pagel of 3
5 A. Section Includes:
6 1. Summary of Work to be performed in accordance with the Contract Documents
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
11 2. Division 1 - General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
A. Work Covered by Contract Documents
1. Work is to include furnishing all labor, materials, and equipment, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications.
B. Subsidiary Work
1. Any and all Work specifically governed by documentary requirements for the
project, such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other public places
or other rights -of -way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
a. A reasonable amount of tools, materials, and equipment for construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised December 20, 2012
011100-2
DAP SUMMARY OF WORK
Page 2 of 3
1 b. Excavated and waste materials shall be stored in such a way as not to interfere
2 with the use of spaces that may be designated to be left free and unobstructed
3 and so as not to inconvenience occupants of adjacent property.
4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such
5 manner as not to interfere with the operation of the railroad.
6 1) All Work shall be in accordance with railroad requirements set forth in
7 Division 0 as well as the railroad permit.
8 D. Work within Easements
9 1. Do not enter upon private property for any purpose without having previously
10 obtained permission from the owner of such property.
11 2. Do not store equipment or material on private property unless and until the
12 specified approval of the property owner has been secured in writing by the
13 Contractor and a copy furnished to the City.
14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of
15 obstructions which must be removed to make possible proper prosecution of the
16 Work as a part of the project construction operations.
17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
18 lawns, fences, culverts, curbing, and all other types of structures or improvements,
19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
20 appurtenances thereof, including the construction of temporary fences and to all
21 other public or private property adjacent to the Work.
22 5. Notify the proper representatives of the owners or occupants of the public or private
23 lands of interest in lands which might be affected by the Work.
24 a. Such notice shall be made at least 48 hours in advance of the beginning of the
25 Work.
26 b. Notices shall be applicable to both public and private utility companies and any
27 corporation, company, individual, or other, either as owners or occupants,
28 whose land or interest in land might be affected by the Work.
29 c. Be responsible for all damage or injury to property of any character resulting
30 from any act, omission, neglect, or misconduct in the manner or method or
31 execution of the Work, or at any time due to defective work, material, or
32 equipment.
33 6. Fence
34 a. Restore all fences encountered and removed during construction of the Project
35 to the original or a better than original condition.
36 b. Erect temporary fencing in place of the fencing removed whenever the Work is
37 not in progress and when the site is vacated overnight, and/or at all times to
38 provide site security.
39 c. The cost for all fence work within easements, including removal, temporary
40 closures and replacement, shall be subsidiary to the various items bid in the
41 project proposal, unless a bid item is specifically provided in the proposal.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised December 20, 2012
011100-3
DAP SUMMARY OF WORK
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised December 20, 2012
012500-1
DAP SUBSTITUTION PROCEDURES
SECTION 0125 00
SUBSTITUTION PROCEDURES
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
Page 1 of 4
The procedure for requesting the approval of substitution of a product that is not
equivalent to a product which is specified by descriptive or performance criteria or
defined by reference to 1 or more of the following:
a. Name of manufacturer
b. Name of vendor
c. Trade name
d. Catalog number
2. Substitutions are not "or -equals".
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid. No
separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Request for Substitution - General
1. Within 30 days after award of Contract (unless noted otherwise), the City will
consider formal requests from Contractor for substitution of products in place of
those specified.
2. Certain types of equipment and kinds of material are described in Specifications by
means of references to names of manufacturers and vendors, trade names, or catalog
numbers.
a. When this method of specifying is used, it is not intended to exclude from
consideration other products bearing other manufacturer's or vendor's names,
trade names, or catalog numbers, provided said products are "or -equals," as
determined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions
under the following conditions:
a. Or -equals are unavailable due to strike, discontinued production of products
meeting specified requirements, or other factors beyond control of Contractor;
or,
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised August 30, 2013
012500-2
DAP SUBSTITUTION PROCEDURES
Page 2 of 4
b. Contractor proposes a cost and/or time reduction incentive to the City.
1.5 SUBMITTALS
A. See Request for Substitution Form (attached)
B. Procedure for Requesting Substitution
1. Substitution shall be considered only:
a. After award of Contract
b. Under the conditions stated herein
2. Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compliance of proposed substitution with
Contract Documents
2) Data relating to changes in construction schedule, when a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identification
a) Manufacturer's name
b) Telephone number and representative contact name
c) Specification Section or Drawing reference of originally specified
product, including discrete name or tag number assigned to original
product in the Contract Documents
2) Manufacturer's literature clearly marked to show compliance of proposed
product with Contract Documents
3) Itemized comparison of original and proposed product addressing product
characteristics including, but not necessarily limited to:
a) Size
b) Composition or materials of construction
c) Weight
d) Electrical or mechanical requirements
4) Product experience
a) Location of past projects utilizing product
b) Name and telephone number of persons associated with referenced
projects knowledgeable concerning proposed product
c) Available field data and reports associated with proposed product
5) Samples
a) Provide at request of City.
b) Samples become the property of the City.
c. For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C. Approval or Rejection
1. Written approval or rejection of substitution given by the City
2. City reserves the right to require proposed product to comply with color and pattern
of specified product if necessary to secure design intent.
3. In the event the substitution is approved, if a reduction in cost or time results, it will
be documented by Change Order.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised August 30, 2013
012500-3
DAP SUBSTITUTION PROCEDURES
Page 3 of 4
4. Substitution will be rejected if.
a. Submittal is not through the Contractor with his stamp of approval
b. Request is not made in accordance with this Specification Section
c. In the Developer's opinion, acceptance will require substantial revision of the
original design
d. In the City's or Developer's opinion, substitution will not perform adequately
the function consistent with the design intent
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. In making request for substitution or in using an approved product, the Contractor
represents that the Contractor:
1. Has investigated proposed product, and has determined that it is adequate or
superior in all respects to that specified, and that it will perform function for which it
is intended
2. Will provide same guarantee for substitute item as for product specified
3. Will coordinate installation of accepted substitution into Work, to include building
modifications if necessary, making such changes as may be required for Work to be
complete in all respects
4. Waives all claims for additional costs related to substitution which subsequently
arise
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised August 30, 2013
012500-4
DAP SUBSTITUTION PROCEDURES
Page 4 of 4
EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason for Substitution:
Include complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A. Will the undersigned contractor pay for changes to the building design, including engineering
and detailing costs caused by the requested substitution?
B. What effect does substitution have on other trades?
C. Differences between proposed substitution and specified item?
D. Differences in product cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specified items are:
Equal Better (explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to the
specified item.
Submitted By: For Use by City
Signature
as noted
Firm
Address
Date
Telephone
For Use by City:
Approved
City
Recommended Recommended
Not recommended Received late
By
Date
Remarks
Date
Rej ected
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised August 30, 2013
013119-1
DAP PRECONSTRUCTION MEETING
SECTION 01 31 19
PRECONSTRUCTION MEETING
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
Page 1 of 3
1. Provisions for the preconstruction meeting to be held prior to the start of Work to
clarify construction contract administration procedures
B. Deviations from this City of Fort Worth Standard Specification
1. No construction schedule required unless requested by the City.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the delivery of the
distribution package to the City.
a. The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shall include:
a. Developer and Consultant
b. Contractor's project manager
c. Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised August 30, 2013
01 31 19 - 2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
e. Other City representatives
f. Others as appropriate
4. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor's work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
1. Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre -Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City's representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
J. Questions or Comments
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised August 30, 2013
013119-3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised August 30, 2013
013233-1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
SECTION 0132 33
PRECONSTRUCTION VIDEO
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort Worth Standard Specification
1. Though not mandatory, it is highly recommended on infill developer projects.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Preconstruction Video
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 PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised August 30, 2013
01 32 33 - 2
DAP PRECONSTRUCTION VIDEO
Page 2 of 2
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised August 30, 2013
SECTION 0133 00
DAP SUBMITTALS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
013300-1
DAP SUBMITTALS
Page 1 of 8
General methods and requirements of submissions applicable to the following
Work -related submittals:
a. Shop Drawings
b. Product Data (including Standard Product List submittals)
c. Samples
d. Mock Ups
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
d) Purchasing
e) Fabrication
f) Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised August 30, 2013
013300-2
DAP SUBMITTALS
Page 2 of 8
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B. Submittal Numbering
When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C. Contractor Certification
Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify the following:
a. Field measurements
b. Field construction criteria
c. Catalog numbers and similar data
d. Conformance with the Contract Documents
2. Provide each shop drawing, sample and product data submitted by the Contractor
with a Certification Statement affixed including:
a. The Contractor's Company name
b. Signature of submittal reviewer
c. Certification Statement
1) `By this submittal, I hereby represent that I have determined and verified
field measurements, field construction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approved shop drawings."
D. Submittal Format
1. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 '/2 inches x 11 inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised August 30, 2013
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2. The Project title and number
3. Contractor identification
4. The names of:
a. Contractor
b. Supplier
c. Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s)
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identification by highlighting of deviations from Contract Documents
10. Identification by highlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
F. Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limited to:
a. Custom -prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwork manufacturing instructions
e. Custom templates
f. Special wiring diagrams
g. Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i. As applicable to the Work
2. Details
a. Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. For submittals of product data for products included on the City's Standard Product
List, clearly identify each item selected for use on the Project.
2. For submittals of product data for products not included on the City's Standard
Product List, submittal data may include, but is not necessarily limited to:
a. Standard prepared data for manufactured products (sometimes referred to as
catalog data)
1) Such as the manufacturer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing -in diagrams and templates
5) Catalog cuts
6) Product photographs
CITY OF FORT WORTH PARKWAY & STREET LIGHTIMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised August 30, 2013
013300-4
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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 PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised August 30, 2013
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a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding the number
previously specified.
K. Submittal Review
1. The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c. Approving departures from details furnished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a. All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or
comments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised August 30, 2013
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1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non -conforming items that were noted.
c) Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor's risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City's
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative's then prevailing rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
7. Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City's
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c. The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the Developer at least 7 Calendar Days prior to release for
manufacture.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised August 30, 2013
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9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L. Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M. Qualifications
1. If specifically required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Sufficient information shall be attached to permit a written response without further
information.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION 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 PARKWAY & STREET LIGHTIMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised August 30, 2013
013300-8
DAP SUBMITTALS
Page 8 of 8
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
1040IZI]wlX40Y1.130
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 PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised August 30, 2013
0135 13- 1
DAP SPECIAL PROJECT PROCEDURES
Page 1 of 7
I SECTION 0135 13
2 SPECIAL PROJECT PROCEDURES
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedures for special project circumstances that includes, but is not limited to:
7 a. Coordination with the Texas Department of Transportation
8 b. Work near High Voltage Lines
9 c. Confined Space Entry Program
10 d. Air Pollution Watch Days
11 e. Use of Explosives, Drop Weight, Etc.
12 f. Water Department Notification
13 g. Public Notification Prior to Beginning Construction
14 h. Coordination with United States Army Corps of Engineers
15 i. Coordination within Railroad permits areas
16 j. Dust Control
17 k. Employee Parking
18 B. Deviations from this City of Fort Worth Standard Specification
19 1. None.
20 C. Related Specification Sections include, but are not necessarily limited to:
21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
22 2. Division 1 — General Requirements
23 3. Section 33 12 25 — Connection to Existing Water Mains
24
25 1.2 REFERENCES
26 A. Reference Standards
27 1. Reference standards cited in this Specification refer to the current reference standard
28 published at the time of the latest revision date logged at the end of this Specification,
29 unless a date is specifically cited.
30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High
31 Voltage Overhead Lines.
32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction
33 Specification
34 1.3 ADMINISTRATIVE REQUIREMENTS
35 A. Coordination with the Texas Department of Transportation
36 1. When work in the right-of-way which is under the jurisdiction of the Texas
37 Department of Transportation (TxDOT):
38 a. Notify the Texas Department of Transportation prior to commencing any work
39 therein in accordance with the provisions of the permit
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECT CPN 106105
Revised August, 30, 2013
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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
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.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECT CPN 106105
Revised August, 30, 2013
013513-3
DAP SPECIAL PROJECT PROCEDURES
Page 3 of 7
1 2. Coordinate any event that will require connecting to or the operation of an existing
2 City water line system with the City's representative.
3 a. Coordination shall be in accordance with Section 33 12 25.
4 b. If needed, obtain a hydrant water meter from the Water Department for use
5 during the life of named project.
6 c. In the event that a water valve on an existing live system be turned off and on to
7 accommodate the construction of the project is required, coordinate this activity
8 through the appropriate City representative.
9 1) Do not operate water line valves of existing water system.
10 a) Failure to comply will render the Contractor in violation of Texas Penal
11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will
12 be prosecuted to the full extent of the law.
13 b) In addition, the Contractor will assume all liabilities and responsibilities
14 as a result of these actions.
15 F. Public Notification Prior to Beginning Construction
16 1. Prior to beginning construction on any block in the project, on a block by block
17 basis, prepare and deliver a notice or flyer of the pending construction to the front
18 door of each residence or business that will be impacted by construction. The notice
19 shall be prepared as follows:
20 a. Post notice or flyer 7 days prior to beginning any construction activity on each
21 block in the project area.
22 1) Prepare flyer on the Contractor's letterhead and include the following
23 information:
24
a) Name of Project
25
b) City Project No (CPN)
26
c) Scope of Project (i.e. type of construction activity)
27
d) Actual construction duration within the block
28
e) Name of the contractor's foreman and phone number
29
f) Name of the City's inspector and phone number
30
g) City's after-hours phone number
31
2) A sample of the `pre -construction notification' flyer is attached as Exhibit A.
32
3) Submit schedule showing the construction start and finish time for each
33
block of the project to the inspector.
34
4) Deliver flyer to the City Inspector for review prior to distribution.
35
b. No construction will be allowed to begin on any block until the flyer is delivered
36
to all residents of the block.
37 G. Public Notification of Temporary Water Service Interruption during Construction
38 1. In the event it becomes necessary to temporarily shut down water service to residents
39 or businesses during construction, prepare and deliver a notice or flyer of the pending
40 interruption to the front door of each affected resident.
41 2. Prepared notice as follows:
42 a. The notification or flyer shall be posted 24 hours prior to the temporary
43 interruption.
44 b. Prepare flyer on the contractor's letterhead and include the following
45 information:
46 1) Name of the project
47 2) City Project Number
48 3) Date of the interruption of service
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECT CPN 106105
Revised August, 30, 2013
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0135 13 - 4
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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 (USAGE)
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.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECT CPN 106105
Revised August, 30, 2013
013513-5
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Page 5 of 7
1 1.4
SUBMITTALS [NOT USED]
2 1.5
ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
3 1.6
CLOSEOUT SUBMITTALS [NOT USED]
4 1.7
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.8
QUALITY ASSURANCE [NOT USED]
6 1.9
DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.10
FIELD [SITE] CONDITIONS [NOT USED]
8 1.11
WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
1.3.B — 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 PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECT CPN 106105
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0135 13 -6
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EXHIBIT A
(To be printed on Contractor's Letterhead)
Date:
CPN No.:
Project Name:
Mapsco Location:
Limits of Construction:
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
PROPERTY.
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF
THIS NOTICE.
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
ISSUE, PLEASE CALL:
Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.>
OR
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
CITY OF FORT WORTH PARKWAY& STREET LIGHT IMPRO VEMENTS TO SER VE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECT CPN 106105
Revised August, 30, 2013
0135 13 -7
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Page 7 of 7
I EXHIBIT B
0a
4
FORT WORTH
Date:
DOE NO. xxxx
Project !lame:
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 PARKWAY& STREET LIGHT IMPRO VEMENTS TO SER VE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECT CPN 106105
Revised August, 30, 2013
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 1 of 2
SECTION 0145 23
TESTING AND INSPECTION SERVICES
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to the City's document management system, or another form of
distribution approved by the City.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised March 20, 2020
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City's Project Representative
4. Provide City's Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City's document management system.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised March 20, 2020
015000-1
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
SECTION 0150 00
TEMPORARY FACILITIES AND CONTROLS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Temporary Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City's Project Representatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
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.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4. Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off -site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D. Temporary Fencing
Provide and maintain for the duration or construction when required in contract
documents
E. Dust Control
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised JULY 1, 2011
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on -call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE -INSTALLATION
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
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 PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised JULY 1, 2011
015526-1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
SECTION 0155 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative procedures for:
a. Street Use Permit
b. Modification of approved traffic control
c. Removal of Street Signs
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
3. Section 34 71 13 — Traffic Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES
A. Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A. Traffic Control
1. General
a. When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B. Street Use Permit
1. Prior to installation of Traffic Control, a City Street Use Permit is required.
a. To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Works Department.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised July 1, 2011
015526-2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1) Allow a minimum of 5 working days for permit review.
2) Contractor's responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C. Modification to Approved Traffic Control
Prior to installation traffic control:
a. Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor's responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
D. Removal of Street Sign
1. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E. Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MUTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F. Traffic Control Standards
1. Traffic Control Standards can be found on the City's Buzzsaw website.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised July 1, 2011
015526-3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised July 1, 2011
015713-1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
SECTION 0157 13
STORM WATER POLLUTION PREVENTION
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Procedures for Storm Water Pollution Prevention Plans
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1 — General Requirements
3. Section 3125 00 — Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a. Work associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Construction Activities resulting in greater than 1 acre of disturbance
a. Measurement and Payment shall be in accordance with Section 3125 00.
1.3 REFERENCES
A. Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: NOT
3. Storm Water Pollution Prevention Plan: SWPPP
4. Texas Commission on Environmental Quality: TCEQ
5. Notice of Change: NOC
A. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. Integrated Storm Management (iSWM) Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A. General
1. Contractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
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
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 PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
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 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 PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised July 1, 2011
SECTION 0160 00
PRODUCT REQUIREMENTS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
1. References for Product Requirements and City Standard Products List
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A list of City approved products for use is available through the City's website at:
httDs://apps.fortworthtexas.2ov/ProiectResources/ and following the directory
path: 02 - Construction Documents\Standard Products List
A. Only products specifically included on City's Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
B. Any specific product requirements in the Contract Documents supersede similar
products included on the City's Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City's Standard Product List.
C. Although a specific product is included on City's Standard Product List, not all
products from that manufacturer are approved for use, including but not limited to, that
manufacturer's standard product.
D. See Section 0133 00 for submittal requirements of Product Data included on City's
Standard Product List.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised March 20, 2020
01 60 00
DAP PRODUCT REQUIREMENTS
Page 2 of 2
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City's Standard Product List
4/7/2014 M.Domenech Revised for DAP application
03/20/2020 D.V. Magafia Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City's website.
CITY OF FORT WORTH PARKWAY & STREET LIGHTIMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised March 20, 2020
016600-1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
SECTION 0166 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Scheduling of product delivery
2. Packaging of products for delivery
3. Protection of products against damage from:
a. Handling
b. Exposure to elements or harsh environments
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY AND HANDLING
A. Delivery Requirements
1. Schedule delivery of products or equipment as required to allow timely installation
and to avoid prolonged storage.
2. Provide appropriate personnel and equipment to receive deliveries.
3. Delivery trucks will not be permitted to wait extended periods of time on the Site
for personnel or equipment to receive the delivery.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised April 7, 2014
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
4. Deliver products or equipment in manufacturer's original unbroken cartons or other
containers designed and constructed to protect the contents from physical or
environmental damage.
5. Clearly and fully mark and identify as to manufacturer, item and installation
location.
6. Provide manufacturer's instructions for storage and handling.
B. Handling Requirements
1. Handle products or equipment in accordance with these Contract Documents and
manufacturer's recommendations and instructions.
C. Storage Requirements
1. Store materials in accordance with manufacturer's recommendations and
requirements of these Specifications.
2. Make necessary provisions for safe storage of materials and equipment.
a. Place loose soil materials and materials to be incorporated into Work to prevent
damage to any part of Work or existing facilities and to maintain free access at
all times to all parts of Work and to utility service company installations in
vicinity of Work.
3. Keep materials and equipment neatly and compactly stored in locations that will
cause minimum inconvenience to other contractors, public travel, adjoining owners,
tenants and occupants.
a. Arrange storage to provide easy access for inspection.
4. Restrict storage to areas available on construction site for storage of material and
equipment as shown on Drawings, or approved by City's Project Representative.
5. Provide off -site storage and protection when on -site storage is not adequate.
a. Provide addresses of and access to off -site storage locations for inspection by
City's Project Representative.
6. Do not use lawns, grass plots or other private property for storage purposes without
written permission of owner or other person in possession or control of premises.
7. Store in manufacturers' unopened containers.
8. Neatly, safely and compactly stack materials delivered and stored along line of
Work to avoid inconvenience and damage to property owners and general public
and maintain at least 3 feet from fire hydrant.
9. Keep public and private driveways and street crossings open.
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
satisfaction of City's Project Representative.
a. Total length which materials may be distributed along route of construction at
one time is 1,000 linear feet, unless otherwise approved in writing by City's
Project Representative.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised April 7, 2014
016600-3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A. Tests and Inspections
1. Inspect all products or equipment delivered to the site prior to unloading.
B. Non -Conforming Work
1. Reject all products or equipment that are damaged, used or in any other way
unsatisfactory for use on the project.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION
A. Protect all products or equipment in accordance with manufacturer's written directions.
B. Store products or equipment in location to avoid physical damage to items while in
storage.
C. Protect equipment from exposure to elements and keep thoroughly dry if required by
the manufacturer.
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised April 7, 2014
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised April 7, 2014
017000-1
DAP MOBILIZATION AND REMOBILIZATION
Page 1 of 4
SECTION 0170 00
MOBILIZATION AND REMOBILIZATION
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Mobilization and Demobilization
a. Mobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor's operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor's personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor's operation
from 1 location to another location on the Site.
b. Demobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
2. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
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
IRM97[yW.307Z%140IDleh89,11101111114`1V
A. Measurement and Payment
1. Mobilization and Demobilization
a. Measure
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and materials furnished in accordance with this Item
are subsidiary to the various Items bid and no other compensation will be
allowed.
2. Remobilization for suspension of Work as specifically required in the Contract
Documents
a. Measurement
1) Measurement for this Item shall be per each remobilization performed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Specified Remobilization" in accordance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised April 7, 2014
01 70 00 - 3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
Remobilization for suspension of Work as required by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of Section 00 72 00.
2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
4. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Work Order Mobilization" in accordance with Contract
Documents. Demobilization shall be considered subsidiary to mobilization
and shall not be paid for separately.
c. The price shall include:
1) Mobilization as described in Section 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.
Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement' will be paid for at the unit
price per each "Work Order Emergency Mobilization" in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised April 7, 2014
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised April 7, 2014
1
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3 PART1- GENERAL
4 1.1 SUMMARY
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017123-1
CONSTRUCTION STAKING AND SURVEY
Page 1 of 8
SECTION 01 71 23
CONSTRUCTION STAKING AND SURVEY
A. Section Includes:
1. Requirements for construction staking and construction survey
B. Deviations from this City of Fort Worth Standard Specification
1. See Changes (Highlighted in Yellow).
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Staking
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this Item
are subsidiary to the various Items bid and no other compensation will be
allowed.
2. Construction Survey
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this Item
are subsidiary to the various Items bid and no other compensation will be
allowed.
3. As -Built Survey
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this Item
are subsidiary to the various Items bid and no other compensation will be
allowed.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised February 14, 2018
1 1.3 REFERENCES
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3
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017123-2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 8
A. Definitions
1. Construction Survev - The survey measurements made prior to or while construction
is in progress to control elevation, horizontal position, dimensions and configuration
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 features of a project.
3. Construction Staking — 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 on the 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 (available on
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
24 1.4 ADMINISTRATIVE REQUIREMENTS
25 A. The Contractor's selection of a surveyor must comply with Texas Government Code
26 2254 (qualifications based selection) for this project.
27 1.5 SUBMITTALS
28 A. Submittals, if required, shall be in accordance with Section 0133 00.
29 B. All submittals shall be received and reviewed by the City prior to delivery of work.
30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
31 A. Field Quality Control Submittals
32 1. Documentation verifying accuracy of field engineering work, including coordinate
33 conversions if plans do not indicate grid or ground coordinates.
34 2. Submit "Cut -Sheets" conforming to the standard template provided by the City (refer
35 to 01 71 23.16.01 — Attachment A — Survey Staking Standards).
36
37 1.7 CLOSEOUT SUBMITTALS
38 B. As -built Redline Drawing Submittal
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised February 14, 2018
01 71 23 - 3
CONSTRUCTION STAKING AND SURVEY
Page 3 of 8
1 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of
2 constructed improvements signed and sealed by Registered Professional Land
3 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A —
4 Survey Staking Standards) .
5 2. Contractor shall submit the proposed as -built and completed redline drawing
6 submittal one (1) week prior to scheduling the project final inspection for City review
7 and comment. Revisions, if necessary, shall be made to the as -built redline drawings
8 and resubmitted to the City prior to scheduling the construction final inspection.
9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
10 1.9 QUALITY ASSURANCE
11 A. Construction Staking
12 1. Construction staking will be performed by the Contractor.
13 2. Coordination
14 a. Contact City and Developer's Project Representative at least one week in
15 advance notifying the City of when Construction Staking is scheduled.
16 b. It is the Contractor's responsibility to coordinate staking such that construction
17 activities are not delayed or negatively impacted.
18 3. General
19 a. Contractor is responsible for preserving and maintaining stakes. If City
20 surveyors or Developer's Project Representative are required to re -stake for any
21 reason, the Contractor will be responsible for costs to perform staking. If in the
22 opinion of the City, a sufficient number of stakes or markings have been lost,
23 destroyed disturbed or omitted that the contracted Work cannot take place then
24 the Contractor will be required to stake or re -stake the deficient areas.
25 B. Construction Survey
26 1. Construction Survey will be performed by the Contractor.
27 2. Coordination
28 a. Contractor to verify that horizontal and vertical control data established in the
29 design survey and required for construction survey is available and in place.
30 3. General
31 a. Construction survey will be performed in order to construct the work shown on
32 the Construction Drawings and specified in the Contract Documents.
33 b. For construction methods other than open cut, the Contractor shall perform
34 construction survey and verify control data including, but not limited to, the
35 following:
36 1) Verification that established benchmarks and control are accurate.
37 2) Use of Benchmarks to furnish and maintain all reference lines and grades for
38 tunneling.
39 3) Use of line and grades to establish the location of the pipe.
40 4) Submit to the City copies of field notes used to establish all lines and grades,
41 if requested, and allow the City to check guidance system setup prior to
42 beginning each tunneling drive.
43 5) Provide access for the City, if requested, to verify the guidance system and
44 the line and grade of the carrier pipe.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised February 14, 2018
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01 71 23 - 4
CONSTRUCTION STAKING AND SURVEY
Page 4 of 8
6) The Contractor remains fully responsible for the accuracy of the work and
correction of it, as required.
7) Monitor line and grade continuously during construction.
8) Record deviation with respect to design line and grade once at each pipe joint
and submit daily records to the City.
9) If the installation does not meet the specified tolerances (as outlined in
Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the
installation in accordance with the Contract Documents.
C. As -Built Survey
1. Required As -Built Survey will be performed by the Contractor.
2. Coordination
a. Contractor is to coordinate with City to confirm which features require as -built
surveying.
b. It is the Contractor's responsibility to coordinate the as -built survey and
required measurements for items that are to be buried such that construction
activities are not delayed or negatively impacted.
c. For sewer mains and water mains 12" and under in diameter, it is acceptable to
physically measure depth and mark the location during the progress of
construction and take as -built survey after the facility has been buried. The
Contractor is responsible for the quality control needed to ensure accuracy.
3. General
a. The Contractor shall provide as -built survey including the elevation and
location (and provide written documentation to the City) of construction features
during the progress of the construction including the following:
1) Water Lines
a) Top of pipe elevations and coordinates for waterlines at the following
locations:
(1) Minimum every 250 linear feet, including
(2) Horizontal and vertical points of inflection, curvature, etc.
(3) Fire line tee
(4) Plugs, stub -outs, dead-end lines
(5) Casing pipe (each end) and all buried fittings
2) Sanitary Sewer
a) Top of pipe elevations and coordinates for force mains and siphon
sanitary sewer lines (non -gravity facilities) at the following locations:
(1) Minimum every 250 linear feet and any buried fittings
(2) Horizontal and vertical points of inflection, curvature, etc.
3) Stormwater — Not Applicable
b. The Contractor shall provide as -built survey including the elevation and
location (and provide written documentation to the City) of construction features
after the construction is completed including the following:
1) Manholes
a) Rim and flowline elevations and coordinates for each manhole
2) Water Lines
a) Cathodic protection test stations
b) Sampling stations
c) Meter boxes/vaults (All sizes)
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised February 14, 2018
017123-5
CONSTRUCTION STAKING AND SURVEY
Page 5 of 8
1 d)
Fire hydrants
2 e)
Valves (gate, butterfly, etc.)
3 f)
Air Release valves (Manhole rim and vent pipe)
4 g)
Blow off valves (Manhole rim and valve lid)
5 h)
Pressure plane valves
6 i)
Underground Vaults
7
(1) Rim and flowline elevations and coordinates for each
8
Underground Vault.
9 3) Sanitary
Sewer
10 a)
Cleanouts
11
(1) Rim and flowline elevations and coordinates for each
12 b)
Manholes and Junction Structures
13
(1) Rim and flowline elevations and coordinates for each
14
manhole and junction structure.
15 4) Stormwater — Not Applicable
16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
17 1.11 FIELD [SITE] CONDITIONS [NOT USED]
18 1.12 WARRANTY
19 PART 2 - PRODUCTS
20
A. A construction survey will produce, but will not be limited to:
21
1.
Recovery of relevant control points, points of curvature and points of intersection.
22
2.
Establish temporary horizontal and vertical control elevations (benchmarks)
23
sufficiently permanent and located in a manner to be used throughout construction.
24
3.
The location of planned facilities, easements and improvements.
25
a. Establishing final line and grade stakes for piers, floors, grade beams, parking
26
areas, utilities, streets, highways, tunnels, and other construction.
27
b. A record of revisions or corrections noted in an orderly manner for reference.
28
c. A drawing, when required by the client, indicating the horizontal and vertical
29
location of facilities, easements and improvements, as built.
30
4.
Cut sheets shall be provided to the City inspector and Survey Superintendent for all
31
construction staking projects. These cut sheets shall be on the standard city template
32
which can be obtained from the Survey Superintendent (817-392-7925).
33
5.
Digital survey files in the following formats shall be acceptable:
34
a. AutoCAD (.dwg)
35
b. ESRI Shapefile (.shp)
36
c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use
37
standard templates, if available)
38
6.
Survey files shall include vertical and horizontal data tied to original project control
39
and benchmarks, and shall include feature descriptions
40 PART 3 - EXECUTION
41 3.1 INSTALLERS
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised February 14, 2018
01 71 23 - 6
CONSTRUCTION STAKING AND SURVEY
Page 6 of 8
1 A. Tolerances:
2
1. The staked location of any improvement or facility should be as accurate as practical
3
and necessary. The degree of precision required is dependent on many factors all of
4
which must remain judgmental. The tolerances listed hereafter are based on
5
generalities and, under certain circumstances, shall yield to specific requirements.
6
The surveyor shall assess any situation by review of the overall plans and through
7
consultation with responsible parties as to the need for specific tolerances.
8
a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical
9
tolerance. Horizontal alignment for earthwork and rough cut should not exceed
10
1.0 ft. tolerance.
11
b. Horizontal alignment on a structure shall be within .0.lft tolerance.
12
c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and
13
walkways shall be located within the confines of the site boundaries and,
14
occasionally, along a boundary or any other restrictive line. Away from any
15
restrictive line, these facilities should be staked with an accuracy producing no
16
more than 0.05ft. tolerance from their specified locations.
17
d. Underground and overhead utilities, such as sewers, gas, water, telephone and
18
electric lines, shall be located horizontally within their prescribed areas or
19
easements. Within assigned areas, these utilities should be staked with an
20
accuracy producing no more than 0.1 ft tolerance from a specified location.
21
e. The accuracy required for the vertical location of utilities varies widely. Many
22
underground utilities require only a minimum cover and a tolerance of 0.1 ft.
23
should be maintained. Underground and overhead utilities on planned profile, but
24
not depending on gravity flow for performance, should not exceed 0.1 ft.
25
tolerance.
26 B. Surveying instruments shall be kept in close adjustment according to manufacturer's
27 specifications or in compliance to standards. The City reserves the right to request a
28 calibration report at any time and recommends regular maintenance schedule be performed
29 by a certified technician every 6 months.
30 1. Field measurements of angles and distances shall be done in such fashion as to satisfy
31 the closures and tolerances expressed in Part 3.1.A.
32 2. Vertical locations shall be established from a pre -established benchmark and checked
33 by closing to a different bench mark on the same datum.
34 3. Construction survey field work shall correspond to the client's plans. Irregularities or
35 conflicts found shall be reported promptly to the City.
36 4. Revisions, corrections and other pertinent data shall be logged for future reference.
37
38 3.2 EXAMINATION [NOT USED]
39 3.3 PREPARATION [NOT USED]
40 3.4 APPLICATION
41 3.5 REPAIR / RESTORATION
42 A. If the Contractor's work damages or destroys one or more of the control
43 monuments/points set by the City or Developer's Project Representative, the monuments
44 shall be adequately referenced for expedient restoration.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised February 14, 2018
01 71 23 - 7
CONSTRUCTION STAKING AND SURVEY
Page 7 of 8
1 1. Notify City or Developer's Project Representative if any control data needs to be
2 restored or replaced due to damage caused during construction operations.
3 a. Contractor shall perform replacements and/or restorations.
4 b. The City or Developer's Project Representative may require at any time a
5 survey "Field Check" of any monument or benchmarks that are set be verified
6 by the City surveyors or Developer's Project Representative before further
7 associated work can move forward.
8 3.6 RE -INSTALLATION [NOT USED]
9 3.7 FIELD [OR] SITE QUALITY CONTROL
10 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the
11 City or Developer's Project Representative in accordance with this Specification. This
12 includes easements and right of way, if noted on the plans.
13 B. Do not change or relocate stakes or control data without approval from the City.
14 3.8 SYSTEM STARTUP
15 A. Survey Checks
16 1. The City reserves the right to perform a Survey Check at any time deemed necessary.
17 2. Checks by City personnel or 3rd party contracted surveyor are not intended to relieve
18 the contractor of his/her responsibility for accuracy.
19
20
3.9
ADJUSTING [NOT USED]
21
3.10
CLEANING [NOT USED]
22
3.11
CLOSEOUT ACTIVITIES [NOT USED]
23
3.12
PROTECTION [NOT USED]
24
3.13
MAINTENANCE [NOT USED]
25
3.14
ATTACHMENTS [NOT USED]
26 END OF SECTION
27
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D.Johnson
Added instruction and modified measurement & payment under 1.2; added definitions
8/31/2017 M. Owen and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements;
modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers;
added 3.5 Repair/Restoration; and added 3.8 System Startup.
Removed "blue text"; revised measurement and payment sections for Construction
2/14/2018 M Owen Staking and As -Built Survey; added reference to selection compliance with TGC 2254;
revised action and Closeout submittal requirements; added acceptable depth
measurement criteria; revised list of items requiring as -built survey "during" and
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised February 14, 2018
017123-8
CONSTRUCTION STAKING AND SURVEY
Page 8 of 8
"after" construction; and revised acceptable digital survey file format
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised February 14, 2018
SECTION 0174 23
CLEANING
PART1- GENERAL
1.1 SUMMARY
017423-1
DAP CLEANING
Page 1 of 4
A. Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning of closed
systems specified elsewhere
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Scheduling
1. Schedule cleaning operations so that dust and other contaminants disturbed by
cleaning process will not fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND HANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
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]
PART2- PRODUCTS
2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A. Cleaning Agents
1. Compatible with surface being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a. Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A. General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
storm or sanitary drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manner approved by City and regulatory agencies.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
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.
5. Clean signs, lights, signals, etc.
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
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 PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised April 7, 2014
SECTION 0177 19
CLOSEOUT REQUIREMENTS
PART1- GENERAL
1.1 SUMMARY
017719-1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
A. Section Includes:
1. The procedure for closing out a contract
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds,
certificates, licenses and affidavits required for Work or equipment as specified are
satisfactorily filed with the City.
B. Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised April 7, 2014
017719-2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 CLOSEOUT PROCEDURE
A. Prior to requesting Final Inspection, submit:
1. Project Record Documents in accordance with Section 0178 39
2. Operation and Maintenance Data, if required, in accordance with Section 0178 23
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
01 74 23.
C. Final Inspection
1. After final cleaning, provide notice to the City Project Representative that the Work
is completed.
a. The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertake the Work
required to remedy deficiencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Work associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c. Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
f. Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
D. Notice of Project Completion
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised April 7, 2014
017719-3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
£ Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised April 7, 2014
017823-1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
SECTION 0178 23
OPERATION AND MAINTENANCE DATA
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Product data and related information appropriate for City's maintenance and
operation of products furnished under Contract
2. Such products may include, but are not limited to:
a. Traffic Controllers
b. Irrigation Controllers (to be operated by the City)
c. Butterfly Valves
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Schedule
1. Submit manuals in final form to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A. Submittals shall be in accordance with Section 0133 00. All submittals shall be
approved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A. Submittal Form
1. Prepare data in form of an instructional manual for use by City personnel.
2. Format
a. Size: 8 1/2 inches x 11 inches
b. Paper
1) 40 pound minimum, white, for typed pages
2) Holes reinforced with plastic, cloth or metal
c. Text: Manufacturer's printed data, or neatly typewritten
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised April 7, 2014
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
d. Drawings
1) Provide reinforced punched binder tab, bind in with text
2) Reduce larger drawings and fold to size of text pages.
e. Provide fly -leaf for each separate product, or each piece of operating
equipment.
1) Provide typed description of product, and major component parts of
equipment.
2) Provide indexed tabs.
f. Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2) List:
a) Title of Project
b) Identity of separate structure as applicable
c) Identity of general subject matter covered in the manual
3. Binders
a. Commercial quality 3-ring binders with durable and cleanable plastic covers
b. When multiple binders are used, correlate the data into related consistent
groupings.
4. If available, provide an electronic form of the O&M Manual.
B. Manual Content
Neatly typewritten table of contents for each volume, arranged in systematic order
a. Contractor, name of responsible principal, address and telephone number
b. A list of each product required to be included, indexed to content of the volume
c. List, with each product:
1) The name, address and telephone number of the subcontractor or installer
2) A list of each product required to be included, indexed to content of the
volume
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Identify each product by product name and other identifying symbols as set
forth in Contract Documents.
2. Product Data
a. Include only those sheets which are pertinent to the specific product.
b. Annotate each sheet to:
1) Clearly identify specific product or part installed
2) Clearly identify data applicable to installation
3) Delete references to inapplicable information
3. Drawings
a. Supplement product data with drawings as necessary to clearly illustrate:
1) Relations of component parts of equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with information in Project Record Documents to assure
correct illustration of completed installation.
c. Do not use Project Record Drawings as maintenance drawings.
4. Written text, as required to supplement product data for the particular installation:
a. Organize in consistent format under separate headings for different procedures.
b. Provide logical sequence of instructions of each procedure.
CITY OF FORT WORTH PARKWAY & STREET LIGHTIMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised April 7, 2014
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
5. Copy of each warranty, bond and service contract issued
a. Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
1. Submit 5 copies of complete manual in final form.
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 PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised April 7, 2014
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
i. Charts of valve tag numbers, with location and function of each valve
j. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
k. Other data as required under pertinent Sections of Specifications
3. Content, for each electric and electronic system, as appropriate:
a. Description of system and component parts
1) Function, normal operating characteristics, and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Circuit directories of panelboards
1) Electrical service
2) Controls
3) Communications
c. As installed color coded wiring diagrams
d. Operating procedures
1) Routine and normal operating instructions
2) Sequences required
3) Special operating instructions
e. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Adjustment and checking
f. Manufacturer's printed operating and maintenance instructions
g. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
h. Other data as required under pertinent Sections of Specifications
4. Prepare and include additional data when the need for such data becomes apparent
during instruction of City's personnel.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Provide operation and maintenance data by personnel with the following criteria:
1. Trained and experienced in maintenance and operation of described products
2. Skilled as technical writer to the extent required to communicate essential data
3. Skilled as draftsman competent to prepare required drawings
CITY OF FORT WORTH PARKWAY & STREET LIGHTIMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
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]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31 /2012 D. Johnson 1.5.A.1 — title of section removed
4/7/2014 M.Domenech Revised for DAP Application
CITY OF FORT WORTH PARKWAY & STREET LIGHTIMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised April 7, 2014
017839-1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
SECTION 0178 39
PROJECT RECORD DOCUMENTS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Work associated with the documenting the project and recording changes to project
documents, including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City's Project Representative.
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Accuracy of Records
1. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other Documents where such entry is required to show the change properly.
2. Accuracy of records shall be such that future search for items shown in the Contract
Documents may rely reasonably on information obtained from the approved Project
Record Documents.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
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]
PART2- PRODUCTS
2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED]
2.2 RECORD DOCUMENTS
A. Job set
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
charge to the Contractor, 1 complete set of all Documents comprising the Contract.
B. Final Record Documents
1. At a time nearing the completion of the Work and prior to Final Inspection, provide
the City 1 complete set of all Final Record Drawings in the Contract.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANCE DOCUMENTS
A. Maintenance of Job Set
1. Immediately upon receipt of the job set, identify each of the Documents with the
title, "RECORD DOCUMENTS - JOB SET".
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised April 7, 2014
017839-3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
2. Preservation
a. Considering the Contract completion time, the probable number of occasions
upon which the job set must be taken out for new entries and for examination,
and the conditions under which these activities will be performed, devise a
suitable method for protecting the job set.
b. Do not use the job set for any purpose except entry of new data and for review
by the City, until start of transfer of data to final Project Record Documents.
c. Maintain the job set at the site of work.
3. Coordination with Construction Survey
a. At a minimum clearly mark any deviations from Contract Documents
associated with installation of the infrastructure.
4. Making entries on Drawings
a. Record any deviations from Contract Documents.
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
change by graphic line and note as required.
c. Date all entries.
d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
Conversion of schematic layouts
a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physical layout.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) However, design of future modifications of the facility may require
accurate information as to the final physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the like).
3) Make all identification sufficiently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
B. Final Project Record Documents
Transfer of data to Drawings
a. Carefully transfer change data shown on the job set of Record Drawings to the
corresponding final documents, coordinating the changes as required.
b. Clearly indicate at each affected detail and other Drawing a full description of
changes made during construction, and the actual location of items.
c. Call attention to each entry by drawing a "cloud" around the area or areas
affected.
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
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]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
CITY OF FORT WORTH PARKWAY & STREET LIGHT IMPROVEMENTS TO SERVE JOHN PETER SMITH HOSPITAL PEC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106105
Revised April 7, 2014
APPENDIX
GC-4.02 Subsurface and Physical Conditions
GR-01 60 00 Product Requirements
CITY OF FORT WORTH Water Line Abandonment for JPS Psychiatric Emergency Center (PEC)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN104927
Revised July 1, 2011
GC-4.02 Subsurface and Physical Conditions
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH Water Line Abandonment for JPS Psychiatric Emergency Center (PEQ
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN104927
Revised July 1, 2011
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PRIVATE
ELECTRIC
- — E3(D) —
PRIVATE
CABLE TV
CAIV1
SPECTRUM
CABLE TV —
—CATV 1 (C)— -
SPECTRUM
CABLE TV - —
—CATV1 (D)— —
SPECTRUM
FIBER OPTIC
F01
AT&T
FIBER OPTIC
--F01 (C)--
AT&T
FIBER OPTIC
— — F01 (D) — -
AT&T
FIBER OPTIC
F02
CENTURYLINK
FIBER OPTIC
- — F02 (C) — -
CENTURYLINK
FIBER OPTIC
— F02 (D) — -
CENTURYLINK
FIBER OPTIC
F03
SPECTRUM
FIBER OPTIC
- — F03 (C) — -
SPECTRUM
FIBER OPTIC
— F03(D) — —
SPECTRUM
FIBER OPTIC
F04
PRIVATE
FIBER OPTIC
— — F04(C)— -
PRIVATE
FIBER OPTIC
— F04(D) — —
PRIVATE
TELEPHONE
T1
AT&T
TELEPHONE
- — T 1 (C) — —
AT&T
TELEPHONE
- — T1(D) — —
AT&T
OVERHEAD ELECTRIC -
— — OHE1(C) — —
ONCOR
OVERHEAD CABLE TV -
— OHCATV1(C)—
SPECTRUM
OVERHEAD TELEPHONE -
— OHT1(C)— —
AT&T
OVERHEAD FIBER OPTIC
- — OHFO1(C)— —
AT&T
GAS
G 1
ATMOS
GAS
— — G 1 (C) — -
ATMOS
GAS
- — G1 (D) — -
ATMOS
WATER
W1
- CITY OF
FORT
WORTH
WATER —
— — W1(C) — —
— CITY OF
FORT
WORTH
WATER —
— — W1(D) — —
— CITY OF
FORT
WORTH
WATER
W2
- PRIVATE
WATER —
— — W2(C) — —
— PRIVATE
WATER —
— — W2(D) — —
— PRIVATE
WASTEWATER
WW1
CITY OF
FORT
WORTH
WASTEWATER
— — WW1 (C)— — -
CITY OF
FORT
WORTH
WASTEWATER -
— — WW1 (D) — -
CITY OF
FORT
WORTH
WASTEWATER
WW2
PRIVATE
WASTEWATER
— — WW2 (C) — —
PRIVATE
WASTEWATER
— WW2(D) — —
PRIVATE
STORMWATER
STM1
CITY OF
FORT
WORTH
STORMWATER - —
— STM1(C) — —
— CITY OF
FORT
WORTH
STORMWATER - —
— STM1(D) — —
— CITY OF
FORT
WORTH
STORMWATER
STM2
PRIVATE
STORMWATER - —
— STM2 (C) — —
— PRIVATE
STORMWATER - —
— STM2 (D) — —
— PRIVATE
GENERAL NOTES
SIZE INFORMATION SHOWN IS TAKEN FROM AVAILABLE UTILITY RECORDS.
UTILITY QUALITY LEVEL A:
IRRIGATION PRIVATE
PRECISE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES OBTAINED BY THE ACTUAL EXPOSURE
(OR VERIFICATION OF PREVIOUSLY EXPOSED AND SURVEYED UTILITIES) AND SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES, USUALLY AT A SPECIFIC POINT.
UTILITY QUALITY LEVEL B:
INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL
POSITION OF SUBSURFACE UTILITIES. QUALITY LEVEL B DATA SHOULD BE REPRODUCIBLE BY SURFACE GEOPHYSICS AT ANY POINT OF THEIR DEPICTION. THIS
INFORMATION IS SURVEYED TO APPLICABLE TOLERANCES DEFINED BY THE PROJECT AND REDUCED ONTO PLAN DOCUMENTS.
UTILITY QUALITY LEVEL C:
INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE -GROUND UTILITY FEATURES AND BY USING PROFESSIONAL JUDGEMENT IN CORRELATING THIS
INFORMATION TO
QUALITY LEVEL D INFORMATION
UTILITY QUALITY LEVEL D:
INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS.
QUALITY LEVEL LEGEND
— — — WW1
— — - QUALITY
LEVEL B
---WW1 (C)— — — — WW1 (C)— —
— — WW1 (C)--- QUALITY
LEVEL C
-- WW1 (D) ---- WW1 (D) ----
WW1 (D) -- QUALITY
LEVEL D
(ABANDONED LINES
-- — WW1 — --
teague nail and perkins, inc
5237 N. Riverside Drive, Suite 100
Fort Worth, Texas 76137
817.336.5773 ph 817.336.2813 fx
www.tnpinc.com
revision by date TBPE: F-230; TBPLS: 10011600, 10011601, 10194381
COMPANY
ONCOR
SPECTRUM
CENTURYLINK
AT&T
ATMOS
CITY OF FORT WORTH
ZAYO
UTILITY COORDINATOR PHONE
DEIDRA MCMINN 817-980-6928
JORDAN ADAMS
MICHELLE BELL
BOB DAVISON
scale "
when bar is
1 inch long
horiz
N/A
vert
N/A
AUGUST 2022
817-988-8079
817-392-1234
(UTILITY CONTACT LIST
O GENERIC WATER FEATURE
0 WATER VENT PIPE
C)FIRE HYDRANT
wve WATER VALVE BOX
wrs CATHODIC PROTECTION
O PHOTO TAKEN HERE
WASTEWATER MANHOLE
SEWER CLEAN OUT
s� STORM MANHOLE
8_1 STORM SEWER INLET
0 STORM CLEAN OUT
G)ROOF DRAIN
GAS MANHOLE
GAS METER
GAS VALVE
CGT GAS TEST STATION
H
CATV PEDESTAL Q
F91CATV SERVICE BOX
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
TELEPHONE POLE
TH TELEPHONE HAND HOLE
O JUNCTION BOX
TELEPHONE REPEATER
FOH FIBER OPTIC HAND HOLE
FIBER OPTIC JUNCTION BOX
cc FIBER OPTIC MANHOLE
COMMUNICATION BOX
UTILITY MARKER POST
RAILROAD SIGNAL
0 TOWER
LINES ON BUILDING EXTERIOR
E-MAIL
DE I DRA. MCM I NN@ONCOR. COM
FORCERELOS@KINETIC-ENG.COM
JORDAN. ADAMS@LUMEN. COM
MB 1 71 2@ATT. COM
BOB.DAVISON@ATMOSENERGY.COM
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B ANDREW R. LUCE
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❑ AIR RELEASE VALVE
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O F. D. C. CONNECTIONS
❑E ELECTRIC PEDESTAL
O ELECTRIC MANHOLE
ELECTRIC METER
O ELECTRIC JUNCTION BOX
O MOUNTED JUNCTION BOX
Pex ELECTRIC PULLBOX
OO HIGH MAST LIGHTING TOWER
�T ELECTRIC TRANSFORMER
TRAFFIC CAMERA
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A) POWER POLE WITH RISER
o ILLUMINATION POLE
D GUY ANCHOR
0 GUY POLE DEADMAN
o SOLAR PANEL
® TRAFFIC SIGNAL BOX
o STREET SIGN
TRAFFIC SIGNAL POLE
DO GENERIC MANHOLE
jo* LEVEL 'A' TEST HOLE
0 CONTROL POINT
[:] TRAFFIC SIGNAL PEDESTAL
ADDRESS
777 MAIN STREET, SUITE 1017 FORT WORTH, TX 76102
100 W. MORN I NGS I DE DR I VE FORT WORTH, TEXAS 761 10
200 TEXAS STREET FORT WORTH, TX 76102
" JPS HOSPITAL tnp projectBKA 21233
sheet
UTILITY LEGEND 01
JPS PEC BUILDING
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NOTES,
1) ABANDONED 18'' GAS LINE NOT FOUND IN ATMOS
MAPS, DRAWN IN PER ASBUILT X-10600.
2) ABANDONED WASTEWATER LINES DRAWN IN PER
CITY MAPS AND ASBUILT X-17241.
3) PRIVATE IRRIGATION AND STORM DRAIN SYSTEM
DRAW IN PER MP-1, AND P-2 JPS PSYCHIATRIC
FACILITY,1987.
4) ABANDONED 8" WATER LINE DRAWN PER ASBUILT
K-1 023
5) ABANDONED 4" SANITARY SEWER LINE DRAWN
PER ASBUILT JPS EP-1- SITE PLAN
61R7 f
f
.
UTILITY POLE WITH TELEPHONE SERVICE DROP
PHOTO 1
-Mow-
FIRE HYDRANT AND ELECTRICAL BOX
PHOTO 2
o
o
� 1 8"G1 (B)
6"W1 (D)
T
I
�E2(B)
21 "STM1 (B)
LINE PLUGGED
\ I
2 " W 1 (D)
v
36"STM1 (D)
WWI
10"WW1(B)
I�
8"W1 (D)
(� (—OHE1
IFOHT1
(C)
(C)
1
OHF01 (C)
P x
OHCATV(C)
E2 (B)
INSET 1
SCALE 1 ""=30"
r
21 "STM1 (D)
39"STM1(D)
OHE1 (C)
OHF01 (C)
10"WW1 (D)
ABANDONED
6"W1 (D)
8INSET 2
J v 2"G1 (D)
° � 1 0"WW1 (D)
\ — WW1D( )
�, vI
FELIKS GWOZDZ PL \ - �- GX- G1 (D - -
�P(D(D 54"STM1 (D)
-- -- -- -- -_ —I - �12"W1 (D)_
❑ ABANDONED
8"WW2(B) �- 4"WW2(B)
I F04 (D) 24"STM1 (D) o /-6"W1 (D)
CONNECTED TO EXIST. v — OHFO1(C)
WALL (TYP.) EASEMENT
r ABANDONED I i EX I ST.
4"WW2(B) EASEMENT
LOST SIGNAL - E3 (D) UNABLE TO
E3(B) �� i TRACE
CONNECTED TO I I LU I I' ROOF DRAIN
WALL (TYP.) I (TYP.)
8"WW2 (B)
6"WW2 (D)
4"WW2 (D) I EDGE OF PAVEMENT
AANDONED
3"WW2 (D) I IIII I 6BG1 (D)
IIII
—ROOF.
DRAIN
F02 (B)'
F03 (B) 6„WW2 (D) I I I I of 6"W2 (D) PER
PHOTO 4 O LI, I C)"i CITLIMIITS OF SUE
2"STM2(D) INVESTIGATION 3" CONDUIT
3-4" P. V. C. CAPPED FOR — _ _—__= =
FUTURE UNDER ARCADE I _ =�N rD — — = = _ = pV t® — __�8" CONDUIT 1 0 STEAM
W ) - - - - ( l - w2 m) - - - - W2 (D) 1 6" CHS, 1 69' CHR
1 2"STM2 (B) - a = I E3 (B), �N ..� RENCH DRAIN
��11
" �4"STM2 (B)a i 1 8"WWi1(B))� i HWS, HWR
1 2"STM2 (B) I ) 2-5' x1 ' STM2 (C) i "PHOTO 38
FRENCH DRAIN
I I� 8"�NW1 (B) I i � I i E3 (B)
�� ABANDONED i CONNECTED TO
PLUGGED LINE, NO PIPES -
8"W1 (D) I 10"WW1 (B) WALL (TYP. )
VISIBLE IN MANHOLE. (SEE NOTE
--I w I ; I EDGE OF PAVEMENT
6 STM2 (D) (SEE NOTE 3.) o
4 IRRIGATION i W1 (D - -1 ° F� D. C.
6"STM2 (D) I i L �;i MAIN LINE
6"STM2(D) I --,—� I 1 ENDS(SEE N TE 8"W1 (p) 10 STM1 (D)
I l I 3.) I �� k �RENCH� DRAIN -- -_ --
�i v' PHOTO 2 F. D. C. i i
(D 6"STM2 (D) I0 I FI6E ALARM SPRINKLER
STM1 ( ) TIES INTO
MAY ST.
`L EXIST ROOF DRAINS
F02 (D) I -I 8 STM2 (D) /� 3^ E3 (B) -� I FRENCHI DRAIN
STK11 i) (� �-�� � o 21 "STM1 (B)�. �� 4"WW1 (Bi r i
�1 0"STM2 (D)
UNKNOWN j �18 G1 (B)
IRRIGATION I.r.� I G1 (D) _
�i SVC (SEE NOTE 3.) i �1 (�) 1 "STM1 (B) LIMITS OF SUE
4"G1(B, ` 4" IRRIGATION I �I ABANDONED h II INVESTIGATION
I
MAIN (SEE NOTE 3.) I I 6"WW1 (B) h I 21 STM1 (B)
(SEE NOTE 2.) �I E 3 I E 3 2 4" S T M 1 (B)
SJENNINGS WW i
-
o- LOST SIGNACD I I"WW1(D)
AVE. I - �8"W1 (D) i i MAY ST. 1 4"STM1 (D) i
e I UTILITIES I — _ -L — [� WWI S,B-A--
�I I' NOT FOUND IN I II
I I I I
I 1-4"WW1(D)
8 WW1(B) EASEMENT EDGE OF
ABANDONED PAVEMENT `n 36" (SEE NOTE 5)
\y ABANONED
EDGE OF 12 G1(D) 6WW1(D) ABANDONED 10WW1(B) I
PAVEMENT I I I i� oI 6"G1 (D) SEE NOTE 2.rr
) �8'IW1 (D)
CD LIMITS OF SUES
E3 (B)
- D o Ell
I E3 (B) i w 1 6"W1 (D) INVESTIGATI ONI
_ �I I I i
El(B) r I EXISTING E3 (B) I I a ST. LOUIS AUTILITY
VE.
EASEMENT I I ABANDONED
OHE1(C) 4 -- g,"WW1 (B) r i
I� I e� PLUGGED LINE 4� IATV1 (B)
EDGE OF o :2-1�
i PAVEMENT E3 (B) F. D. C.
LIMITS OF SUE I I I o a
INVESTIGATION I I 8�'WW1(B) ® I EDGE OF PAVEMENT
[43:
4 W1 (D) c�1 / I �"WW1 (B) 21 "STM1 (B)
_ � � I 2"W1 (D)
6"G1 (B) 6"G1 (B) J LINE �-
Iz „ g WW1 (D)� T1 (B) 36 STM1 (D)
Io o i� PLUGGED 1I0"WW1 (B)
1-� -- - u E1 (C) 1
1, I W. ALLEN AVE 4"G1 (B) PHOTO 1 OHT1 (C)
� OHFO1 (C)
8"WW1 (D) •1. 4 G1 (D) E2 (B)
teague nail and perkins, inc
5237 N. Riverside Drive, Suite 100
Fort Worth, Texas 76137
817.336.5773 ph 817.336.2813 fx
www.tnpinc.com
revision by date TBPE: F-230; TBPLS: 10011600, 10011601, 10194381
OHCATV(C)
OHT1 (C) INSET 1
LIMITS OF SUE LOHE1(C) OHF01(C) O
INVESTIGATION OHCATV(C)
scale
when bar is
1 inch long
horiz
1 "=60'
vert
N/A
,AUGUST 2022
tnp
o* .
® ANDREW R. LUCE
11 F . I CENSEO . Gti��
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�O
0 15 30 60
SCALE: 1" = 60' HOR.
MOUNTED JUNCTION BOX AND EXTERIOR BUILDING PIPES
PHOTO 3
HVAC CONNECTION TO ARCADE AND EXTERIOR PIPELINE
CONNECTIONS
PHOTO 4
10"WW1 (D)
OHE1 (C)
OHF01(C)
4- OHF01 �G)— - - 2"G1 (D)
�l I 1 0"WW1 (D)
12"G1 (D) \ 8"WW1 (D)
54"STM1 (D)
s��,c D) 12"W1 (D)
— — �I1, �
24" STM1 (D) S�M1 6" W1 (D)
8"WW2 (D)
L— _o—
II ABANDONED
6"G1 (D)
ABANDONED
6"WW1 (D)
OHE1 (C)
OHF01 (C)
INSET 2
SCALE 1 "= 30'
JPS HOSPITAL
EXISTING UTILITY PLAN
JPS PEC BUILDING
tnp project
BKA 21233
sheet
02
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1) ABANDONED 18'' GAS LINE NOT FOUND IN ATMOS MAPS, DRAWN IN
PER ASBUILT X-1 0600.
2) ABANDONED WASTEWATER LINES DRAWN IN PER CITY MAPS AND
ASBUILT X-1 7241 .
3) PRIVATE IRRIGATION AND STORM DRAIN SYSTEM DRAW IN PER
MP-1, AND P-2 JPS PSYCHIATRIC FACILITY,1987.
4) ABANDONED 8'' WATER LINE DRAWN PER ASBUILT K-1023
5) ABANDONED 4'' SANITARY SEWER LINE DRAWN PER ASBUILT JPS
EP-1- SITE PLAN
--- (C)—LIMITS F SUE
FELIKS GWOZDZ PL I i INVESTIGATION
LLI -1
i I 0
0
F04 (D) I I r—OHF01 (C)
CONNECTED TO I °
WALL (TYP.
' I I
I I
I I I I
I
F02 (B)
I I I
Ii LIMITS OF SUE
F03(B) I� I F02(D) INVESTIGATION
f0�(-E)-i
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I I I
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AV E . PAVEMENT �\
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la
LIMITS OF SUE
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L__
teague nail and perkins, inc
5237 N. Riverside Drive, Suite 100
Fort Worth, Texas 76137
817.336.5773 ph 817.336.2813 fx
www.tnpinc.com
revision by date TBPE: F-230; TBPLS: 10011600, 10011601, 10194381
45-
1��
II
I
I
-I�
I' -
'I ' UTILITIES j
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h
h
F
LIMITS OF SUE
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II
MAY ST.
° LIMITS OF SUE
EDGE OF INVESTIGATION
PAVEMENT
a —ST. LOUIS
LIMITS OF SUE
INVESTIGATION
EXISTING �=
UTILITY
EASEMENT - CATV1(B)
EDGE OF
PAVEMENT
AV E • T1 (B) I
I
OHE1 (C)
OHT1 (C)
OHF01 (C)
OHCATV(C)
OHT1 (C)
OHE1 (C) OHF01 (C)
OHCATV(C)
SUE
INVESTIGATION
scale "
when bar is
1 inch long
horiz
1 "=60'
vert
N/A
AUGUST 2022
tnp
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pol ® ANDREW R. LUCE
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0 15 30 60
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JPS HOSPITAL
EXISTING COMMUNICATION UTILITIES
JPS PEC BUILDING
tnp project
BKA 21233
sheet
03
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1-1
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Ld
Ld
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NOTES,
1) ABANDONED 18'' GAS LINE NOT FOUND IN ATMOS
MAPS, DRAWN IN PER ASBUILT X-10600.
2) ABANDONED WASTEWATER LINES DRAWN IN PER
CITY MAPS AND ASBUILT X-17241.
3) PRIVATE IRRIGATION AND STORM DRAIN SYSTEM
DRAW IN PER MP-1, AND P-2 JPS PSYCHIATRIC
FACILITY,1987.
4) ABANDONED 8" WATER LINE DRAWN PER ASBUILT
K-1 023
5) ABANDONED 4" SANITARY SEWER LINE DRAWN
PER ASBUILT JPS EP-1- SITE PLAN
OHE1 (C)
OHF01 (C)
ABANDONED
6"W1 (D)
—8"W1 (D)
-��L411 I 2"G1 (D)
' z
U
FELIKS GWOZDZ PL — — Gw(D) i — G1
W 1jI(D) -
--
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II
EX I ST.
EASEMENT
I
E3 (D)
E3 (B) I UNABLE TO
CONNECTED TO (II I TRACE
WALL (TYP.) �—� 3 (D) E3 (D)
I� w
ABANDONED
6"G1 (D)
I I
I \\—EDGE OF PAVEMENT I
\—EXIST.
EASEMENT
I
6"W1 (D)
PER CITY
PHOTO 2 Q _ II �'`' I I MAPS
LIMITS OF SUE
I1 �I I INVESTIGATION
011=1--------------�_
3-4" P. V. C. CAPPED FOR
FUTURE UNDER ARCADE
-
u x I
a E3 (B),
�O
0 15 30 60
SCALE: 1" = 60' HOR.
II
I
I
I
I
I
I
I
I
I
I
I
I
I
I
— I — — — 3" CONDUIT
7
2f®2(p� —_�8" CONDUIT, 10 STEAM
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L w (SEE NOTE
I� �I 4" IRRIGATION i� W1 (p *4 I
�I MAIN LINE
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WALL (TYP.)
EDGEIOF PAVEMENT
F. D. C.
I iof �I I \ 1 F. D. C. I i
Iw I/ MAY ST. 1 FIfE ALARM SPRINKLER
E3 (B) I I
I I o I C'-
II 'moo I UNKNOWN-18 G1 (B) I
o `I IRRIGATION II G1(D) 1(p) — I I LIMITS OF SUE
9 �I SVC (SEE NOTE 3.)
4" IRRIGATION I I h it j IiVEiTIGATION
4 G1 (B; ( I
MAIN (SEE NOTE 3.) I a
I 1 I J
I I
I
S.JENNINGS I I I
�-- E3 — —E3— E3
I M I I I� - C-
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o 1 8"W1 (D) I UTILITIES I `I— _
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I
II I I EASEMENT i I \FLI PADVEMOF °
I I
EDGE OF I I I 1 2"G1 (D) I I I Q II ABANDONED I
PAVEMENT I \ I I I I I I o 6"G1 (D) I I 8'IW1 (D)
I I
�! I I I I I CD � LIMITS OF SUET
E3 (B)EI r—E3 (B) I i I I 6"W1 (D) INVESTIGATi ONI
EXISTING E3 (B) C� $ LOUIS AVE.
E1 (B) I UTILITY ��
I C-) I II I I o I I EASEMENT I I I
OHE1 (C)
I EDGE OF 4
c
- DI PAVEMENT E3 (B) F. D. C.
_I
LIMITS OF SUE J
I �i I I%
INVESTIGATION I a I I I I I
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I`-- - _tE�l _ — __�--� 2-
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z
P o
W. ALLEN AVE 4"G1 (B)
teague nail and perkins, inc
5237 N. Riverside Drive, Suite 100
Fort Worth, Texas 76137
817.336.5773 ph 817.336.2813 fx
www.tnpinc.com
`no. revision by date TBPE: F-230; TBPLS: 10011600, 10011601, 10194381
LIMITS OF SUE
INVESTIGATION
E21-
,L
E2 (B)
scale®®®OF®®�9 • tnp project
when bar is > �P(E TF�q QpP JPS HOSPITAL BKA 21233
1 inch long �' Is,
o* **®® sheet
horiz®................................®
11 #
I._VO, ANDREW R. LUCE
- 04
vert ®®e .. �� WATER, GAS, AND ELECTRIC UTILITIES
N/A d48 �FS4.ICENSE9 G���
AUGUST 2022°®®ee®� ® 9/1 4/2022 JPS PEC BUILDING
i
NOTES'.
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1) ABANDONED 18'' GAS LINE NOT FOUND IN ATMOS MAPS, DRAWN IN
PER ASBUILT X-1 0600.
2) ABANDONED WASTEWATER LINES DRAWN IN PER CITY MAPS AND
ASBUILT X-17241.
3) PRIVATE IRRIGATION AND STORM DRAIN SYSTEM DRAW IN PER
MP-1, AND P-2 JPS PSYCHIATRIC FACILITY,1987.
4) ABANDONED 8'' WATER LINE DRAWN PER ASBUILT K-1023
5) ABANDONED 4'' SANITARY SEWER LINE DRAWN PER ASBUILT JPS
EP-1- SITE PLAN
21 "STM1 (D) 10"WW1 (D)
28215
SS MH 28302,28303,28304 WW MH RIM = 657.5 57.
UNABLE TO MEASURE 6'
FL (N) = 650. 86' 1 0" P. V. C.
FL (E) = 650. 56' 1 0" P. V. C.
FL (S) = 651 . 46' 6" P. V. C.
FL (SW) = 658. 34' 8" P. V. C.
39"STM1 (D) - -� 1 0"WW1 (D)
� - - WW1 (p) � 54"STM1 (D)
FELIKS GWOZDZ PL.
�-L STM1 STMI1 (D)
- 1SS MH 28017, AND 28018 - - - - - - - - - -
(UNABLE TO MEASURE SS MH 28214
I ❑ UNABLE TO ACCESS MH
I 8 " WW2 (B) DUE TO LOCT ION
24"STM1(D) I
I' ABANDONED
I� .I 4"WW2 (B)
I
I ABANDONED
4"WW2(B) NI
LOST SIGNAL I ROOF DRAIN
I �
8"WW2 (2) I I Qi 1 (TYP. )
„WW2 (D) CC WW MH 27065
6
I I I LI RIM = 662.34'
a I FL (S) = 658. 34' 3" P. V. C.
WW MH 28283 - Conc I� I I FFL L (SW)= 6662.27 31'(P/2)" P.V.C.
RIM = 665.48'
FL (N) = 658. 03' 6" P. V. C.
FL (E) = 657. 88' 8" P. V. C. 3:;
FL (S) = 658. 03' 6" P. V. C.
FL (W) = 658. 03' 3" P. V. C.
FL (NW) = 658. 03' 4" P. V. C.�- I I ROOF DRAIN
I (TYP >
I I
3 "WW2 (D) . WW MH 21 292 - Conc I SS MH 21 235 - Conc
I J RIM = 672.16' RIM = 671.16'
4"WW2 (D) FL (N) = 661. 16' 10" P. V. C. I I FL (N) = 665. 96' 2-14"X24" R. C. B.
FL (E) = 661 . 31 ' 8" P. V. C.
11 FL (S) = 661 . 11 ' 10" P. V. C.
6 WW2 (D) I I 4 STM2 (B)
2"STM1(D) LIMITS OF SUE
FRENCH DRAIN
12"STM2(B) i i INVESTIGATION I i
WW MH 20156 - Conc 1 0 "STM 1 (D) -,
RIM = 666. 08'-8 � WW 1 (B )-
4"STM2 (B) �, - ST 8
12"STM2(B) (FRENCH DRAIN
WW MH 21 232 - Conc 8 ' WW 1 (B) I
I I I RIM = 671.84' If I
- I I FL (E) = 664.84' 8" P.V.C. 1I0"WW1 (B)
FL (S) = 664. 94' 6" P.V.C. I I I I
a I 10"STM1 (D) I I
6"STM2 6"STM2 (D) I i L i 21 "STM1 (B) ' -I FRENCH DRAIN
6 STM2 (D) I � SS MH 30272 - Conc �
I { I RIM = 672. 04'
(D I I `p I I IFL (E) = 664.64' 21" R. C. P. �WW MH 21 233 - Conc I
I I
6 RIM = 672.07'
STM2 (D) pl _ III FL (N) = 664.77' 1 0" P.V.C.
o SS MH 30273, 30274, 30275 8 STM 1 (D) FL (E) = 665. 37' 8" P.V.C.
�-I-rVSTM2(D) % I RIM = 674.51' � WW1 (B) i FL (W) = 665.27' 8" P.V.C.
- - / FL (E) = 665. 81' 21 " R. C. P. ® I LIMITS OF SUE
I _ 1 o II
INVESTIGATION
STM7\D\
I I WW MH 30277 - Conc 21 " STM 1 (B) -
21 "STM1 (B) I I SS MH 21001 - Conc
RIM = 673.60' RIM = 674.25'
FL (N) = 670. 1 5' 8" P. V. C. I _ FRENCH DRAIN
I 1 FL (S) = 670. 1 5' 8" P. V. C. FL (E) = 668. 25' 21 " R. C. P.
FL (S) = 670. 05' 8" P. V. C.
a
ABANDONED � I 1 2"WW2 (B) I I
y I 1 I o 0 6"WW1 (B) I 24 STM1 (B)I SS MH 21000 - Conc I I
ICi s I` RIM = 674.39
FL (E) = 669. 1 9' 24' R. C. P.
II -
a WW2 FL (S) = 669.29' 14" STEEL
MAY ST. 14"STM1 (B)
-I I UTILITIES I WW1 S,B-A
I I
NOT FOUND IN a , 21 STM1(B)
8"WW1(g) , I EASEMENT I EDGE OF o v I 1 4"WW1(D) I I
W i I ABANDONED( I I PAVEMENT ABANDONED �v~i I I I (SEE NOTE 5)
EDGE OF ' I 6"WW1 (D) o I 10"WW1 (B)p
PAVEMENT I \ I I I I • h I SS MH 30276 - Conc I I
Q I I I I W RIM = 673.94
I I I I I ` FL (N) = 666. 64' 36 P. V. C.
/
N I SS MH 30171,30171 - Conc I FL (S) = 666.39' 36" P.V.C.
I I I I I RIM = 680.93' Q I----
FL (E) = 677. 69' 21" R. C. P. I I
LIMITS OF SUE
WW MH 30105 - Conc I I I I I I I
RIM = 674.24' Z I I I Iv I INVESTIGATION
FL (N) = 669. 54' 8 P. V. C. I EXISTING _
FL (S) = 669.59' 8" P. V.C. I 1 1 Z I I I EUTILITYASEMENT I 36 STM1 (D) I I
0 ^ ABANDONED
W i I H I 8"WW1 (B)
WW MH 301 I7 - Conc N I I PLUGGED LINE J ^ SS MH 21640, 21639, 21638, 21 637
RIM = 681.44' I EDGE OF o \ I RIM = 680.44'
FL (W) = 677. 69' 8" P.V.C. PAVEMENT • '" I- I FL (S) = 675. 94' 24" R.
FL (S) = 677. 79' 8" P.V.C.
LIMITS OF SUE
INVESTIGATION i I , gi'WW1 (g)®�'� � I
ifo. -
W. ALLEN AVE. 8"WW1 (g) 21 STM1 (B))
0 8 WW1 (D) I�
LINE - 136"STM1 (D)
WW MH 30100 - Conc I PLUGGED �-10"WW1 (B)
RIM = 678.38'
FL (N) = 670. 93' 8" P.V.C.h4
FL (E) = 670. 83' 8" P.V.C. a-
L
FL (S) = 671 . 28' 8" P.V.C. d
teague nail and perkins, inc
5237 N. Riverside Drive, Suite 100
Fort Worth, Texas 76137
817.336.5773 ph 817.336.2813 fx
www.tnpinc.com
revision by date TBPE: F-230; TBPLS: 10011600, 10011601, 10194381
V YY YY I \ D /
WW MH 30163 - Conc
RIM = 682.62'
FL (N) = 679. 1 2' 8" P. V. C.
FL (S) = 679. 07' 8" P.V.C.
:CESS MH
ON
MH
scale '
when bar is
1 inch long
horiz
1 "=60'
N /rA
AUGUST 2022
�P
m �
� kqs 6P
® ANDREW R. LUCE
4<;�
d O0 �FSSICENSE��vti�
®®®®a ®� 9/ 1 4/2022
N
0 15 30 60
SCALE. 1" = 60' HOR.
I
I
I
I
I
I
I
I
I
I
I
I
i
JPS HOSPITAL
EXISTING SANITARY SEWER AND STORM
JPS PEC BUILDING
tnp project
BKA 21233
sheet
05
,. J
GR-01 60 00 Product Requirements
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH Water Line Abandonment for JPS Psychiatric Emergency Center (PEQ
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN104927
Revised July 1, 2011
CFW Lighting Approved Products List
CFW Product Name Manufacturer I Manufacturer Product Name & Description
Residential -Standard
MRT2470AB-Type 11, 36" or 60" Rise 2/Bolt 8' Arm,
Makers Sales and Marketing, LLC Galvanized
MRT2470AB-Type 11, 36" or 60" Rise 2/Bolt 8' Arm,
Type 11 Pole
Makers Sales and Marketing, LLC
Black
DB01373(page 1 of 6)-Shoe Base Pole Type 11,
Valmont Industries, Inc
Galvanized
Makers Sales and Marketing, LLC
Type 33B, 36" Rise Simplex 8' Arm, Galvanized
Makers Sales and Marketing, LLC
Type 33B, 36" Rise Simplex 8' Arm, Black
Type 33B Arm
Valmont Industries, Inc
D1301373(page 4 of 6)-Single Arm Type 33B, Galvanized
American Electric Lighting, ATBO-P101-Mvolt-R2-3K-
Acuity Brands Lighting, Inc.
MP-NL-P7-AO-RFD325607
American Electric Lighting, ATBO-P101-Mvolt-R4-3K-
Acuity Brands Lighting, Inc.
M P-N L-P7-AO-RFD325606
Residential Luminaire
American Electric Lighting, ATBO-P101-Mvolt-R2-3K-BK-
Acuity Brands Lighting, Inc.
MP-NL-P7-AO-RFD325609
American Electric Lighting, ATB0-P101-Mvolt-R4-3K-BK-
Acuity Brands Lighting, Inc.
M P-N L-P7-AO-RFD325608
McFarland Cascade
CREOSOTE 30/35 FOOT TIMBER POLE
Timber Pole
Bayou Forest Products
30-35' .80 CCA Green Timber Pole
Makers Sales and Marketing, LLC
Wood Pole Arm, 36" Rise Simplex 8' Arm, Galvanized
Wood Pole Arm
Makers Sales and Marketing, LLC
Wood Pole Arm, 36" Rise Simplex 8' Arm, Black
Valmont Industries, Inc
DB01373(page 6 of 6)-Wood Pole Arm, Galvanized
Arterial -Standard
MRT33.585AB-Type 18, 36" or 60" Rise 2/Bolt 8' Arm,
Makers Sales and Marketing, LLC
Galvanized
MRT33.585AB-Type 18, 36" or 60" Rise 2/Bolt 8' Arm,
Type 18 Pole
Makers Sales and Marketing, LLC
Black
DB01373(page 2 of 6)-Shoe Base Pole Type 18,
Valmont Industries, Inc
Galvanized
Makers Sales and Marketing, LLC
Type 33A, 60" Rise Simplex 8' Arm, Galvanized
Makers Sales and Marketing, LLC
Type 33A, 60" Rise Simplex 8' Arm, Black
Type 33A Arm
Valmont Industries, Inc
D1301373(page 3 of 6)-Single Arm Type 33A, Galvanized
American Electric Lighting, ATBO-P303-Mvolt-R2-3K-
Acuity Brands Lighting, Inc.
M P-N L-P7-AO-RFD322792
American Electric Lighting, ATBO-P303-Mvolt-R4-3K-
Acuity Brands Lighting, Inc.
M P-N L-P7-AO-RFD322794
Arterial Luminaire
American Electric Lighting, ATBO-P303-Mvolt-R2-3K-BK-
Acuity Brands Lighting, Inc.
M P-N L-P7-AO-RFD322793
Acuity Brands Lighting, Inc.
American Electric Lighting, ATBO-P303-Mvolt-R4-3K-BK-
M P-N L-P7-AO-RFD322795
McFarland Cascade
CREOSOTE 35/40 FOOT TIMBER POLE
Timber Pole
Bayou Forest Products
30-35' .80 CCA Green Timber Pole
Makers Sales and Marketing, LLC
Wood Pole Arm, 60" Rise Simplex 8' Arm, Galvanized
Wood Pole Arm
Makers Sales and Marketing, LLC
Wood Pole Arm, 60" Rise Simplex 8' Arm, Black
Valmont Industries, Inc
DB01373(page 5 of 6)-Wood Pole Arm, Galvanized
Decorative -Pedestrian
Holophane, CLA 10.6(OAL)FT J20P07BK-MOD, AB-31-4
Washington 10' Pole
Acuity Brands Lighting, Inc.
RFD110736
Holophane, CLA14FT J20DMODC03BK RFD325026, AB-
Washington 14' Pole
Acuity Brands Lighting, Inc.
16-4 SPEC RFD325026
Holophane, WFCL3 P40 30K MVOLT FC3 NF BK AO PR7
Washington Luminaire
Acuity Brands Lighting, Inc.
FRGL RFD338699
Washington Globe
Holophane, AWDE3 P40 30K MVOLT MS AL3 BK PR7
Luminaire
Acuity Brands Lighting, Inc.
AO RFD-315548
Oleander Type A Pole
Acuity Brands Lighting, Inc.
Holophane, PDA 12S5L20POBBK-MOD
Oleander Type B Pole
Acuity Brands Lighting, Inc.
Holophane, PDA20S5L20P08BK-MOD
Oleander Type B Arm
Acuity Brands Lighting, Inc.
Holophane, OHC 151N 2A TN BK
Holophane, AUCL2 P40 30K AS BK L3 N P7 AO
Oleander Luminaire
Acuity Brands Lighting, Inc.
RFD338741
Berry 12' Pole
Acuity Brands Lighting, Inc.
Holophane, RSA 12 50 G12 SC BK AB-26-4 RFD326400
Berry 20' Pole
Acuity Brands Lighting, Inc.
Holophane, PD20S5J20P11BK RFD338816
Berry Arm
Acuity Brands Lighting, Inc.
Holophane, VLC 271N 1A TN QSM BK
Holophane, GPLF3 P40 30K MVOLT ASY QSM BK PR7
Berry Luminaire
Acuity Brands Lighting, Inc.
AO SH
Banner Arms
Acuity Brands Lighting, Inc.
Holophane, BA-241N-2A-CO-S4J-BL-075P-BK
System
Rigid Nonmetallic Schedule 80 Conduit, Meets UL 651
Cantex Inc.
specifi cations and NEMA TC2, Rated for 90°C Cable,
Sunlight Resistant, 10' Lengths and 20' lengths
Rigid Nonmetallic Schedule 80 Electric Conduit, Meets
UL 651 specifications, RUS listed, NEMA TC-2 and
Heritage Plastics
NEMA TC-3, Rated for 90°C Cable, Sunlight & Weather
Conduit
Resistant
PVC Rigid Schedule 80 Conduit, Conforms to UL 651
Atkore-Heritage Plastics
and NEMA TC 2, Sunlight Resistant, Listed for 90°C
conductors or cable
Schedule 80 PVC Rigid Nonmetallic Conduit, Extra
Prime Conduit, Inc
Heavy Wall EPC-80, Sunlight resistant, Rated for use
with 90°C conductors, Meets UL651
Splice Kit With Connector NSi Industries, LLC
Gel Stub Splice Kit with Connector, Easy -Splice, ESSLK
Series
Copper Wire/Conductor
Southwire
Encore Wire
Encore Wire
Service Wire Co
Advanced Digital Cable Inc
Aluminum Wire -Triplex Priority Wire & Cable, Inc
Fuse & Fuse Holder
Edison
Edison
Cooper
EATON
EATON
Connector Thomas & Betts
Metered Pedestal 120-240V Electrol Systems, Inc
WE Manufacturing & Controls
Metered Pedestal 240- Electrol Systems, Inc
480V WE Manufacturing & Controls
Ground Box
Kearneys
Photocell
Shorting Caps
MacLean Highline
Oldcastle
Type XHHW-2 copper conductor, 600V
TYPE XHHW-2 / RW90, copper conductor, Superslick
Elite, 600V/1000V
THHN / MTW / THWN-2 Copper conductor, 600V
Servicepro-X XHHW-2, 600/1,000 Volt Copper, CT
Rated
XHHW-2 Low Smoke Halogen Free, Cross -linked
Polyethylene Insulated 14 AWG-750 MCM, 600 Volts,
90°C Dry and wet
Triplex Overhead Aluminum Conductor
General Purpose, Midget Class MEN Fuses, Voltage
Rating: MEN - 250 VAC, Ampere Rating: 0.5 - 30 Amps,
Interrupting Rating: 10,000 RMS Amps @ 125V
Modular Ferrule Fuse Blocks for Midget Class and CC
Fuses
In -line fuse holders for Single -Pole 13/32" x 1 1/2"
Fuses HEB-AA
Bussmann Series, HEB breakaway and non -breakaway
in -line fuse holders for UL 13/32" x 1-
1/2"supplemental fuses
Bussmann Series, FNM 13/32" x 1-1/2- 250Vac time -
delay supplemental fuses
Wire Joints for Copper Conductor, Cat No: 54615,
54620, 54625-TB, 54635, 54640, 54630
TY A (120/240) 100(NS)AL(E)PS(U)
TY A 120/240 100(NS)AL(E)PS(U)
TY A (240/480) 100(NS)AL(E)PS(U)
TY A 240/480 100(NS)AL(E)PS(U)
Polymer Concrete, PHA132412X0002: TIER 22 (X) 22,
500lbs
Polymer Concrete, H-SERIES UNIT, H1730-24 TIER-22 -
TXDOT 2x 1/2" CAPTIVE BOLT - 2x BRASS FLOATING
NUT
Polymer Concrete, H-SERIES UNIT, H1324-24 TIER-15 -
Oldcastle TXDOT 2x 1/2" CAPTIVE BOLT- 2x BRASS FLOATING
NUT
NSi Industries, LLC Split Bolt Connectors, Copper Split Bolts 2 Wire, N
Series
Dark To Light, DLL Elite, Electronic Locking, Type
Acuity Brands Lighting, Inc. Photocontrol, DLL-127 or DLL-480
Acuity Brands Lighting, Inc. Dark To Light, Part # DSHORT SBK U
Interim Products
Residential Luminaire I TRASTARINC. IDURA-STR25-3K-120-3-GR-SCL
DURA-STR10A-3K-120-3-GR-SCL
Arterial Luminaire TRASTARINC.
FORT ORUL CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 6/30/2025
Illrrrrr Attention:
Mix Designs do not sui2ersede CFW Si2ecifications IIIIIIIIII
Spec No.
Classification
Manufacturer
Mix 11) Mix l)—ription
Design strength'a 28,1.1,
s
DesignApproval
Concrete
Class A (S
dewalk, ADA Ramps, Driveways, Curb/Gutter, Median Pavement)
9/9/2022
32 13 20
Mix Desp
American Concrete Company
30CAF029
3000 psi
3-5" Slump; 3-6% Air
4/3/2025
32 13 20
Mix Design
Big Town Concrete
2211
3000 psi
3-5" Slump; 3-6% Air
9/9/2022
32 13 20
Mix DesP
Bumco Texas
30U101AG
3000 psi
3-5" Slump; 3-6% Air
4/1/2024
32 13 20
Mix Design
Borneo Texas
30U500BG
3000 psi
3-5" Slump; 3-6% Air
9/9/2022
32 13 20
Mix Desp
Carder Concrete
FWCC502001
3000 psi
3-5" Slump; 3-6% Air
9/9/2022
32 13 20
Mix Desl1F
Carder Concrete
FWCC502021
3500 psi
3-5" Slump; 3-6% Air
9/9/2022
32 13 20
Mix Des1P
Chisholm Trail Redi Mix
C 13020AE
3000 psi
3-5" Slump; 4.5-7.5% Air
4/28/2025
32 13 20
Mix Desl1F
Chisholm Trail Redi Mix
CT6020A
3600 psi
3-5" Slump; 3-6% Air
9/9/2022
32 13 20
Mix Des1P
City Concrete Company
30HA20II
3000 psi
3-5" Slump; 3-6% Air
9/9/2022
32 13 20
Mix Desl1F
Cow Town Redi Mix
253-W
3000 psi
3-5" Slump; 3-6% Air
9/9/2022
32 13 20
Mix Des1P
Cow Town Redi Mix
250
3000 psi
3-5" Slump; 3-6% Air
9/9/2022
32 13 20
Mix Des11F
Cow Town Redi Mix
350
3000 psi
3-5" Slump; 3-6% Air
1/29/2024
32 13 20
Mix Des1P
Estrada Ready Mix
R3050AEWR
3000 psi
3-5" Slump; 3-6% Air
9/9/2022
32 13 20
Mix Des11F
He an - SOR, Inc.
1261
3000 psi
3-5" Slump; 3-6% Air
9/23/2024
32 13 20
Mix Des1P
Holcim - SOR, Inc.
5177
3000 psi
3-5" Slump; 3-6% Air
5/8/2025
32 13 20
Mix Desli p
Holum - SOR, Inc.
530WA-TI
3000 psi
3-5" Slump; 3-6% Air
4/7/2023
32 13 20
Mix Des
Liquid Stone
C301D
3000 psi
3-5" Slump; 3-6% Air
9/9/2022
32 13 20
Mix Desli p
Martin Marietta
R2136214
3000 psi
3-5" Slump; 3-6% Air
9/9/2022
32 13 20
Mix Deswon
Martin Marietta
R2136014
3000 psi
3-5" Slump; 3-6% Air
4/l/2023
32 13 20
Mix Desp
Martin Marietta
R2136N14
3000 psi
3-5" Slump; 3-6% Air
6/l/2023
32 13 20
Mix Design
Martin Marietta
R2136R20
3000 psi
3-5" Slump; 3-6% Air
6/l/2023
32 13 20
Mix Desp
Martin Marietta
R2136N20
3000 psi
3-5" Slump; 3-6% Air
11/2/2022
32 13 20
Mix Design
Martin Marietta
R2141K24
4000 psi
3-5" Slump; 3-6% Air
4/7/2023
32 13 20
Mix Desp
Martin Marietta
R2136KI4
3000 psi
3-5" Slump; 3-6% AQ
9/9/2022
32 13 20
Mix Design
Martin Marietta
R2131314
3000 psi
3-5" Slump; 3-6% Air
9/9/2022
32 13 20
Mix Desp
Martin Marietta
R2132214
3000 psi
3-5" Slump; 3-6% Air
9/9/2022
32 13 20
Mix Design
Martin Marietta
D9490SC
3000 psi
3-5" Slump; 4.5-7.5% Air
5/9/2025
32 13 20
Mix Desp
Martin Marietta
R2136R14
3000 psi
3-5" Slump; 3-6% Air
10/4/2023
32 13 20
Mix Design
NBR Ready Mix
CLS A-YY
3000 psi
3-5" Slump; 3-6% Air
10/4/2023
32 13 20
Mix Desp
NBR Ready Mix
CLS A -NY
3000 psi
3-5" Slump; 3-6% Air
7/10/2023
32 13 20
Mix Design
Dab—
3OA50MR
3000 psi
3-5" Slump; 3-6% Air
1/18/2023
32 13 20
Mix Desp
Rapid Redi Mix
RRM5020A
3000 psi
3-5" Slump; 3-6% Air
1/24/2023
32 13 20
Mix Design
Rapid Redi Mix
RRM5525A
3600 psi
3-5" Slump; 3-6% Air
10/24/2024
32 13 20
Mix Desp
SRM Concrete
30850
3000 psi
3-5" Slump; 3-6% Air
10/24/2024
32 13 20
Mix Design
SRM Concrete
30350
3000 psi
3-5" Slump; 3-6% Air
10/18/2024
32 13 20
Mix Desp
SRM Concrete
30050
3000 psi
3-5" Slump; 3-6% Air
9/9/2022
32 13 20
Mix Design
Tarrant Concrete
FW5025A
3000 psi
3-5" Slump; 3-6% Air
9/9/2022
32 13 20
Mix Desp
Tarrant Concrete
CP5020A
3000 psi
3-5" Slump; 3-6% Air
10/10/2022
32 13 20
Mix Design
Tarrant Concrete
TCFW5020A
3000 psi
3-5" Slump; 3-6% Air
9/9/2022
32 13 20
Mix Desp
Tarrant Concrete
FW5525A2
3000 psi
3-5" Slump; 3-6% Air
9/9/2022
32 13 20
Mix Design
Titan Ready Mix
3020AE
3000 psi
3-5" Slump; 3-6% Air
9/9/2022
32 13 20
Mix Design
True Grit Redi Mix
0250.230
3000 psi
3-5" Slump; 3-6% Air
9/9/2022
32 13 20
Mix Design
True Grit Redi Mix
0250.2301
3000 psi
3-5" Slump; 3-6% Air
Class CIP "Inlets, Manholes, Junction Boxes, Encasement, Blocldn�, Collars, (Spread Footing Pedestal Pole Foundations
(Reference Detail 34 41 10-D605A)
9/9/2022
3213 13
: Mix Des tt
American Concrete Company
40CNF065
4000 psi
3-5" Slump; 0-3% Air
9/9/2022
3213 13
: Mix Design
Borneo Texas
40U500BG
4000 psi
3-5" Slump; 3-6% Air
4/28/2025
32 13 20
: Mix Desp
Chisholm Trail Redi Mix
CT6020A
3600 psi
3-5" Slump; 3-6% Air
4/28/2025
32 13 20
Mix Design
Chisholm Trail Redi Mix
CTFW5520A
3600 psi
3-5" Slump; 3-6% Air
4/28/2025
32 13 20
Mix Desp
Chisholm Trail Redi Mix
CTF W6020A
4000 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Cow Town Redi Mix
255-2
3000 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Desp
Cow Town Redi Mix
355
3000 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Cow Town Redi Mix
255
3500 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Desp
Cow Town Redi Mix
270
5000 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Cow Town Redi Mix
370
5000 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Desp
Cow Town Redi Mix
353
3000 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Cow Town Redi Mix
257
3600 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Desp
Cow Town Redi Mix
357
3600 psi
3-5" Slump; 3-6% Air
5/7/2025
3213 13
Mix Design
Cow Town Redi Mix
265-42
4200 psi
3-5" Slump; 3-6% Air
2/7/2025
3213 13
Mix Desp
Holcim - SOR, Inc.
1701
4000 psi
3-5" Slump; 3-6% Air
2/7/2025
3213 13
Mix Design
Holcim- SOR, hic.
1551
3000 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Desp
Holchn - SOR, Inc.
5409
4000 psi
3-5" Slump; 3-6% Air
4/27/2023
3213 13
Mix Design
Liquid Stone
C361DNFA
3600 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Desp
Martin Marietta
R2141230
4000 psi
3-5" Slump; 3-6% Air
8/4/2023
3213 13
Mix Design
Martin Marietta
R2141R24
4000 psi
3-5" Slump; 3-6% Air
Page 1 of 6
FORT ORUL CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 6/30/2025
s
Illrrrrr Attention:
Mix Designs do not supersede CFW S ecifications 11 MIM
Spec No.
Classification
Manufacturer
Nli, 11)
Nli, D—ription
Design strength'a 28,1.1,
s
DesignApproval
...Concrete (Continues)
11/20/2023
32 13 13
Mix Design
Martin Marietta
R2146R33
4000 psi
3-5" Slump; 3-6% Air
11/20/2023
3213 13
Mix Design
Martin Marietta
R2146K33
4000 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Martin Marietta
R2142233
3600 psi
3-5" Slump; 4.5-7.5% Air
9/9/2022
3213 13
Mix Design
Martin Marietta
R2136224
3600 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Martin Marietta
R2141233
3600 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Martin Marietta
R2146038
4500 psi
3-5" Slump; 3-6% Air
10/24/2024
3213 13
Mix Design
Martin Marietta
R2146K34
4000 psi
3-5" Slump; 3-6% Air
5/5/2025
3213 13
Mix Design
Martin Marietta
R2146R35
4000 psi
3-5" Slump; 3-6% Air
5/5/2025
33 13 13
Mix Design
Martin Marietta
R2146K35
4000 psi
3-5" Slump; 3-6% Air
5/5/2025
33 13 13
Mix Design
Martin Marietta
R2146N33
4000 psi
3-5" Slump; 3-6% Air
9/12/2023
3213 13
Mix Design
NBR Ready Mix
CLS PI-YY
4000 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
NBR Ready Mix
TX C-YY
3000 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
NBR Ready Mix
TX C-NY
3000 psi
3-5" Slump; 3-6% Air
1/18/2023
3213 13
Mix Design
Rapid Redi Mix
RRM5320A
3000 psi
3-5" Slump; 3-6% Air
1/18/2023
3213 13
Mix Design
Rapid Redi Mix
RRM6020ASS
4000 psi
3-5" Slump; 3-6% Air
10/24/2024
3213 13
Mix Design
SRM Concrete
40350
4000 psi
3-5" Slump; 3-6% Air
10/24/2024
3213 13
Mix Design
SRM Concrete
40850
4000 psi
3-5" Slump; 3-6% Air
9/16/2024
3213 13
Mix Design
SRM Concrete
35050
3500 psi
3-5" Slump; 3-6% Air
4/28/2025
3213 13
Mix Design
SRM Concrete
36850
3600 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Tarrant Concrete
FW5320A
3000 psi
3-5" Slump; 3-6% Air
10/10/2022
3213 13
Mix Design
Tarrant Concrete
TCFW6025A2
4000 psi
3-5" Slump; 3-6% Air
Class C (Drilled Shaft for Traffic Signal Pole Foundations teference Detail 314
10-D605)
9/9/2022
3213 13
Mix Design
Bumco Texas
36U500BG
3600 psi
5.5-7.5" Slump; 3-6% Air
6/21/2023
3213 13
Mix Design
Cow Town Redi Mix
360-DS
3600 psi
5.5-7.5" Slump; 3-6% Air
10/30/2024
3213 13
Mix Design
Estrada Ready Mix
R36575AEWR
3600 psi
5.5-7.5" Slump; 3-6% Air
12/5/2022
3213 13
Mix Design
Holchn - SOR, Inc.
1822
3600 psi
5.5-7.5" Slump; 0-3% Air
9/9/2022
3213 13
Mix Design
Holcim - SOR, Inc.
1859
4000 psi
5.5-7.5" Slump; 3-6% Air
4/7/2023
3213 13
Mix Design
Liquid Stone
C361DHR
3600 psi
5.5-7.5" Slump; 3-6% Air
6/27/2023
3213 13
Mix Design
Martin Marietta
U2146N41
3600 psi
5-7" Slump; 3-6% Air
6/27/2023
3213 13
Mix Design
Martin Marietta
U2146K45
3600 psi
5-7" Slump; 3-6% Air
5/9/2025
2 13 13
Mix Design
Martin Marietta
U2146R41
3600 psi
5-7" Slump; 3-6% Air
8/22/2024
3213 13
Mix Design
NBR Ready Mix
135K2524
3600 psi
5.5" Slump; 3-6% Air
8/22/2024
32 13 13
Mix Design
NBR Ready Mix
135KO524
3600 psi
5.5" Slump; 3-6% Air
Class C (Headwalls, Wing
wills, Culverts)
9/9/2022
3213 13
Mix Design
Carder Concrete
FWCC602001
4000 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
City Concrete Company
40LA2011
4000 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Desp
Cow Town Redi Mix
260-2
3600 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Cow Town Redi Mix
360-1
3600 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Desp
Cow Town Redi Mix
260-1
3600 psi
3-5" Slump; 3-6% Air
1/29/2024
3213 13
Mix Design
Estrada Ready Mix
R3655AEWR
3600 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Desp
GCH Concrete Services
GCH4000
4000 psi
3-5" Slump; 3-6% Air
4/l/2023
3213 13
Mix Design
Martin Marietta
310LBP
3600 psi
3-5" Slump; 4-7% Air
8/30/2023
3213 13
Mix Desp
Martin Marietta
R2141R30
4000 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Martin Marietta
R2146035
4000 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Desp
SRM Concrete
40050
4000 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
SRM Concrete
35022
3600 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Tarrant Concrete
FW6020A2
4000 psi
3-5" Slump; 3-6% Air
Class P (A
achine Placed Pav ng)
4/3/2025
3213 13
Mix Desp
Bw Town Concrete
4511
3600 psi
1-3" Slump; 3-6% Air
4/3/2025
3213 13
Mix Design
Big Town Concrete
4411
3600 psi
1-3" Slump; 3-6% Air
6/30/2025
3213 13
Mix Desp
Bw Town Concrete
5211
With 20% Fly Ash
4000 psi
1-Y Slump; 3-6% Air
6/30/2025
3013 13
Mix Design
Big Town Concrete
52113
With 30% slag
4000 psi
1-3" Slump; 3-6% Air
6/30/2025
3013 13
Mix Desp
Big Town Concrete
5311
4000 psi
1-3' Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Carder Concrete
FWCC552091
3600 psi
1-3" Slump; 3-6% Air
9/9/2022
3213 13
Mix Desp
Carder Concrete
FWCC602091
4000 psi
1-Y Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
City Concrete Company
36LA2011
3600 psi
1-3" Slump; 3-6% Air
9/9/2022
33 13 13
Mix Desp
Cow Town Redi Mix
257-M
3600 psi
1-3" Slump; 3-6% Air
11/14/2022
3213 13
Mix Design
Cow Town Redi Mix
357-M
3600 psi
1-3" Slump; 3-6% Air
9/9/2022
3213 13
Mix Desp
Cow Town Redi Mix
260-M
4000 psi
1-3" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Cow Town Redi Mix
360-M
4000 psi
1-3" Slump; 3-6% Air
2/6/2024
3213 13
Mix Desp
Estrada Ready�Mix
TD3655AEWR
3600 psi
1-Y Slump; 3-6% Air
5/20/2025
3213 13
Mix Design
Gilco Contracting hrc
36MP1643
3600 psi
1-3" Slump; 3-6% Air
6/20/2025
3213 13
Mix Design
Gilco Contracting htc
36MP1629
3600 psi
1-Y Slump; 3-6% Air
5/12/2025
3213 13
Mix Design
Holcim - SOR, Inc.
1703
4000 psi
1-3" Slump; 3-6% Air
8/4/2023
3213 13
Mix Design
Martin Marietta
Q214IR27
4000 psi
1-3" Slump; 3-6% Air
11/2/2022
3213 13
Mix Design
Martin Marietta
Q214IK30
4000 psi
1-3" Slump; 3-6% Air
Page 2 of 6
FORT ORUL CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 6/30/2025
s
!!liar! Attention:
Mix Designs do not supersede CFW S ecifications 1111A1111
Spec No.
Classification
Manufacturer
Nli, 11) Nli, D—ription
Design strcrigtli'a 28dal,
s
DesignApproval
...Concrete (Continues)
5/5/2025
32 13 13
Mix Design
Martin Marietta
Q214IN27
4000 psi
1-3" Slump; 3-6% Air
10/4/2023
3213 13
Mix Design
NBR Ready Mix
TX C SF-YY
3600 psi
1-3" Slump; 3-6% Air
10/4/2023
32 13 13
Mix Design
NBR Ready Mix
TX C SF -NY
3600 psi
1-3" Slump; 3-6% Air
10/24/2024
3213 13
Mix Design
SRM Concrete
40068
4000 psi
1-3" Slump; 3-6% Air
10/24/2024
32 13 13
Mix Design
SRM Concrete
40825
4000 psi
1-3" Slump; 3-6% Air
9/16/2024
3213 13
Mix Design
SRM Concrete
40025
4000 psi
1-3" Slump; 3-6% Air
10/18/2024
3213 13
Mix Design
SRM Concrete
35023
3600 psi
1-3" Slump; 3-6% Air
6/5/2025
3213 13
Mix Design
SRM Concrete
40324
4000 psi
1-3" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Tarrant Concrete
FW5520AMP
3600 psi
1-3" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
True Grit Redi Mix
0255.2301
3600 psi
1-3" Slump; 3.5-6.5% Air
9/9/2022
3213 13
Mix Design
True Grit Redi Mix
0260.2302
4000 psi
1-3" Slump; 3.5-6.5% Air
6/17/2025
3213 13
Mix Design
True Grit Redi Mix
460.230M
4000 psi
1-3" Slump; 3-6% Air
6/23/2025
3213 13
Mix Design
True Grit Redi Mix
360.230M
4000 psi
1-3" Slump; 3-6% Air
Class H (E and Placed Paving, Valley Gutter)
9/9/2022
3213 13
Mix Design
American Concrete Company
45CAF076
4500 psi
3-5" Slump; 3-6% Air
5/2/2023
3213 13
Mix Design
Big D Concrete
CM14520AE
4500 psi
3-5" Slump; 3-6% Air
4/3/2025
3213 13
Mix Design
Big Town Concrete
6211
4500 psi
3-5" Slump; 3-6% Air
4/3/2025
3213 13
Mix Design
Big Town Concrete
6311
4500 psi
3-5" Slump; 3-6% Air
4/5/2025
3213 13
Mix Design
Big Town Concrete
6017
4500 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Burneo Texas
45U500BG
4500 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Carder Concrete
FWCC602021
4500 psi
3-5" Slump; 3-6% Air
4/28/2025
3213 13
Mix Design
Chisholm Trail Redi Mix
CTFW6520A
4500 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
City Concrete Company
45NA20II
4500 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Cow Town Redi Mix
265
4500 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Cow Town Redi Mix
365
4500 psi
3-5" Slump; 3-6% Air
1/29/2024
3213 13
Mix Design
Estrada Ready Mix
R4560AEWR/
4500 psi
3-5" Slump; 4-6% Air
9/9/2022
3213 13
Mix Design
GCH Concrete Services
GCH4500
4500 psi
3-5" Slump; 3-6% Air
5/20/2025
3213 13
Mix Design
Gilco Contracting Inc
45HP1643
4500 psi
3-5" Slump; 3-6%Air
6/20/2025
3213 13
Mix Design
Gilco Contracting Inc
45HP1629
4500 psi
3-5" Slump; 3-6%Air
10/4/2024
3213 13
Mix Design
Holcim - SOR, Inc.
5507
4500 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Helena - SOR, Inc.
1851
4500 psi
3-5" Slump; 3-6% Air
5/8/2025
3213 13
Mix Design
Holcim - SOR, Inc.
545WA-TI
4500 psi
3-5" Slump; 3-6% Air
4/5/2025
3213 13
Mix Design
Liquid Stone
C451D
4500 psi
3-5" Slump; 3-6%Air
11/2/2022
3213 13
Mix Design
Martin Marietta
R2146N35
4500 psi
3-5" Slump; 3-6% Air
8/4/2023
3213 13
Mix Design
Martin Marietta
R2146R36
4500 psi
3-5" Slump; 3-6% Air
11/2/2022
3213 13
Mix Design
Martin Marietta
R2146N36
4500 psi
3-5" Slump; 3-6% Air
5/22/2023
3213 13
Mix Desp
Martin Marietta
R2146K37
4500 psi
3-5" Slump; 3-6% Air
12/22/2023
3213 13
Mix Design
Martin Marietta
R2146R44
4500 psi
3-5" Slump; 3-6% Air
12/22/2023
3213 13
Mix Desp
Martin Marietta
R2146K44
4500 psi
3-5" Slump; 3-6% Air
11/15/2022
3213 13
Mix Design
Martin Marietta
R21461`36
4500 psi
3-5" Slump; 3-6% Air
11/15/2022
3213 13
Mix Desp
Martin Marietta
R2146K36
4500 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Martin Marietta
R2147241
4500 psi
3-5" Slump; 4.5-7.5% Air
9/9/2022
3213 13
Mix Desp
Martin Marietta
R2146236
4500 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Martin Marietta
R2146036
4500 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Desp
Martin Marietta
R2146242
4500 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Martin Marietta
R2146042
4500 psi
3-5" Slump; 3-6% Air
6/3/2025
3213 13
Mix Desp
Martin Marietta
R2146K43
4500 psi
3-5" Slump; 3-6% Air
10/4/2023
3213 13
Mix Design
NBR Ready Mix
CLS P2-YY
4500 psi
3-5" Slump; 3-6% Air
10/4/2023
3213 13
Mix Desp
NBR Ready Mix
CLS P2-NY
4500 psi
3-5" Slump; 3-6% Air
7/10/2023
3213 13
Mix Design
Osbum
45A60MR
4500 psi
3-5" Slump; 3-6% Air
1/24/2023
3213 13
Mix Desp
Rapid Redi Mix
RRM6320AHP
4500 psi
3-5" Slump; 3-6% Air
2/7/2025
3213 13
Mix Design
SRM Concrete
45023
4500 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Desp
SRM Concrete
45000
4500 psi
3-5" Slump; 3-6% Air
5/23/2025
3213 13
Mix Design
SRM Concrete
45300
4500 psi
3-5" Slump; 3-6% Air
10/24/2024
3213 13
Mix Desp
SRM Concrete
45350
4500 psi
3-5" Slump; 3-6% Air
10/24/2024
3213 13
Mix Design
SRM Concrete
45850
4500 psi
3-5" Slump; 3-6% Air
10/18/2024
3213 13
Mix Desp
SRM Concrete
45050
4500 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Tarrant Concrete
FW6020AHP
4500 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Desp
Tarrant Concrete
FW60AHP
4500 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Tarrant Concrete
TCFW6020AHP
4500 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Desp
Titan Ready Mix
TRC4520
4500 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
True Grit Redi Mix
0260.2301
4500 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Desp
True Grit Redi Mix
0265.2301
4500 psi
3-5" Slump; 3.5-6.5% Air
9/9/2022
3213 13
Mix Design
True Grit Redi Mix
270.230
4500 psi
3-5" Slump; 3-6% Air
6/12/2025
3213 13
Mix Design
True Grit Redi Mix
465.230H
4500 psi
3-5" Slump: 3-6% Air
6/23/2025
3213 13
Mix Design
True Grit Redi Mix
365.230H
4500 psi
3-5" Slump: 3-6% Air
10/9/2024
3213 13
Mix Design
Wildcatter
4520AI
4500 psi
3-5" Slump; 3-6% Air
Page 3 of 6
FORTWORTH.,
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 6/30/2025
!!!!!!!! Attention; Mix Designs
do not sui2ersede CFW S ecifications
!!!!!!!!!!
Spec No.
C11—iti'ation
Manufacturer
Nli, 11)
Nli, l)—ription
Design Strength if, 28 da� s
DesignApproval
Class HES (High Early Stren^th
Paving)
9/9/2022
3213 13
Mix DesP
Big D Concrete
14500AE
4500 psi
3-5" Slump; 3-6 % Air
9/9/2022
3213 13
Mix Design
Cow Town Redi Mix
370-INC
4500 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix DesP
Cow Town Redi Mix
375-NC
5000 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Cow Town Redi Mix
370-NC
4500 psi
3-5" Slump; 3-6% Air
1/18/2023
3213 13
Mix DesP
Cow Town Redi Mix
380-NC
4500 psi
3-5" Slump; 3-6% Air
1/29/2024
3213 13
Mix Design
Estrada Ready Mix
4575AESC
4500 psi / 3000 psi (a) 3 days
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Holcim - SOR, Inc.
2125
5000 psi
3-5" Slump; 3-6% Air
...Concrete �Confinues)
1/24/2023
3213 13
Mix Design
Liquid Stone
C451DHR-A
4500 psi
3-5" Slump; 3-6% Air
4/7/2023
3213 13
Mix Design
Martin Marietta
R2161K70
6000 psi / 3000 psi (a, 24hr.
3-5" Slump; 3-6% Air
2/10/2023
3213 13
Mix Design
SRM Concrete
50310
5000 psi
3-5" Slump; 3-6% Air
2/7/2025
3213 13
Mix Design
SRM Concrete
40326
4500 psi / 3000 psi (a) 3 days
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Tarrant Concrete
FW6520AMR
4500 psi / 3000 psi @ 3 days
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Tarrant Concrete
FW7520AMR
4500 psi / 3000 psi P 3 days
3-5" Slump; 3-6% Air
Class S (Bridle Slabs, Top SI-tbs
of Direct Traffic Culverts, Approach Slabs)
9/9/2022
3213 13
Mix Design
Cow Town Redi Mix
260
4000 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Cow Town Redi Mix
360
4000 psi
3-5" Slump; 3-6% Air
9/9/2022
3213 13
Mix Design
Cow Town Redi Mix
365-STX
4000 psi
3-5" Slump; 3-6% Air
1/29/2024
3213 13
Mix Design
Estrada Ready Mix
R4060AEWR
4000 psi
4-6" Slump; 3-6% Air
5/3/2023
3213 13
Mix Design
Martin Marietta
M7842344
4000 psi
3-5" Slump; 4.5-7.5% Air
4/l/2023
3213 13
Mix Design
Martin Marietta
R2146P33
4000 psi
3-5" Slump; 3-6% Air
4/15/2024
3213 13
Mix Design
NBR Ready Mix
TX S-NY
4000 psi
3-5" Slump; 3-6% Air
4/15/2024
3213 13
Mix Design
NBR Ready Mix
TX S-YY
4000 psi
3-5" Slump; 3-6% Air
4/5/2025
3213 13
Mix Design
SRM Concrete
40850
4000 psi
3-5" Slump; 3-6% Air
4/5/2025
3213 13
Mix Design
SRM Concrete
40350
4000 psi
3-5" Slump; 3-6% Air
5/5/2023
3213 13
Mix Design
SRM Concrete
D100008553CB
4000 psi
3-5" Slump; 3-6% Air
Concrete Base Trench Repair
4/1/2023
03 34 16
1033416
(Mix Design
IBumco Texas
IOYH50BF
I
1000 psi
(Flowable; 8.5-11.5%Air
9/9/2022
03 34 16
Mix Design
Bumco Texas
08Y450BA
800 psi
5-7" Slump; 3-6% Air
Controlled Low Strength Ma'erial
(Flowable Fill)
2/7/2025
03 34 13
Mix Design
Bumco Texas
OIY690BF
100 psi
Flowable; 9.5-11.5% Air
5/19/2025
03 34 13
Mix Design
Borneo Texas
OIZ180AF
100 psi
Flowable; 9.5-11.5%Air
9/9/2022
03 34 13
Mix Design
Carder Concrete
FWCC359101
50-150 psi
3-5" Slump; 8-12% Air
9/9/2022
03 34 13
Mix Design
Carder Concrete
FWFF237501
50-150 psi
Flowable; 8.5-11.5% Air
9/9/2022
03 34 13
Mix Design
City Concrete Company
11-350-FF
50-150 psi
Flowable; 8-12%Air
9/9/2022
03 34 13
Mix Desp
Cow Town Redi Mix
Mix# 9
70 psi
7-9" Slump; 8-11 % Air
5/12/2025
03 34 13
Mix Design
Holcirn - SOR, Inc.
3741
100 psi
Flowable; 12.0-24.0% Air
10/4/2023
03 34 13
Mix Desp
NBR Ready Mix
FTW FLOW FILL
150 psi
7-10" Slump; 8-12% Air
2/7/2025
03 34 13
Mix Design
SRM Concrete
910
150 psi
Flowable; 8-12% Air
9/9/2022
03 34 13
Mix Design
Tarrant Concrete
FWFF150CLSM
50-150 psi
Flowable; 8-12%Air
Concrete Rip Rap
4/l/2023
I31 37 00
(Mix Design
(Martin Marietta
R2141030
I
4000 psi
I3-5" Slump; 3-6%Air
4/l/2023
31 37 00
Mix Design
Martin Marietta
R2146033
4000 psi
3-5" Slump; 3-6% Air
AShalt Paving
9/9/2022
32 12 16
Mix Design
Austin Asphalt
FT5B117965
FT5B117965 PG64-22 Type B Fine Base
9/9/2022
321216
Mix Desp
Austin Asphalt
FTIIB139965
FT1B139965 PG64-22 Type B Fine Base
9/9/2022
321216
Mix Design
Austin Asphalt
FT1B117.2
FTIB 117.2 PG64-22 Type B Fine Base
5/l/2024
32 12 16
Mix Desp
Reynolds Asphalt
340-DG-B P
340-DG-B PG64-22 Type B Base Course
9/9/2022
32 12 16
Mix Design
Reynolds Asphalt
1112B
1112B PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Desp
Reynolds Asphalt
1612B
1612B PG64-22 Type B Fine Base
4/4/2025
32 12 16
Mix Design
Reynolds Asphalt
2315B
2315B PG64-22 Type B Fine Base
12/5/2022
33 1216
Mix Desp
Supmount Paving
3076BV6422
3076BV6422 PG62-22 Type B Fine Base
9/9/2022
32 12 16
Mix Design
Surmount Paving
341-BRAP6422ERG
341-BRAP6422ERG PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Desp
TXBIT
37-211305-20
37-211305-20 PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Design
TXBIT
44-211305-17
44-211305-17 PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Desp
TXBIT
211305 (1757)
211305 (1757) PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Design
TXBIT
64-224125-18 PG
64-224125-18 PG70-22 Type D Fine Surface
4/l/2024
32 12 16
Mix Design
TXBIT
344 MAC-SP-D 70-22XR
344 MAC-SP-D 70-22XR SAC A-R Type D Fine Surface
Detectable Warning Surface
9/9/2022
32 13 20
DWS - Pavers
Pine Hall Brick (Winston Salem, NC)
Tactile Pavers
9/9/2022
32 13 20
DWS - Pavers
Western Brick Co. (Houston, TX)
Detectable Warning Pavers
9/9/2022
32 13 20
DWS - Composite
Armor Tile
9/9/2022
32 13 20
DWS - Composite
ADA Solutions (Wilmington, MA)
Heritage Brick CIP Composite Paver
4/7/2023
32 13 20
DWS - Pavers
ADA Solutions (Wilmington, MA)
Detectable Warning Pavers
Page 4 of 6
FORT ORUL.
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 6/30/2025
!!!!!!!! Attention, Mix Designs do not supersede CFW S ecifications
11111!!111
Approval
Spec No.
Classification Manufacturer
Nli, 11)
Nli, D—ription 1 Design
Silicone Joint Sealant
9/9/2022
13 73
Joint Sealant
Dow
890SL
890SL - Cold Applied, Si a Component, Silicone Joint Sealant
ASTM D5893
9/9/2022
32 13 73
Joint Sealant
Tremco
900SL
900SL - Cold Applied, Sing a Component, Silicone Joint Sealant
ASTM D5893
9/9/2022
�32
32 13 73
Joint Sealant
Pecom
300SL
300SL - Cold Applied, Single Component, Silicone Joint Sealant
ASTM D5893
9/9/2022
32 13 73
Joint Sealant
Crafco
RoadSaver Silicone
RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant
ASTM D5893
Utility Trench Embedment Sand
9/9/2022
3305 lb
Embedment Sand
Silver Creek Materials
Utility Embedment Sand
ASTM C33
9/9/2022
3305 10
Embedment Sand
Crouch Materials
Utility Embedment Sand
ASTM C33
9/9/2022
3305 10
Embedment Sand
F and L Dirt Movers
Utility Embedment Sand
ASTM C33
9/9/2022
3305 10
Embedment Sand
F and L Dirt Movers
Utility Embedment Sand
ASTM C33
9/9/2022
3305 10
Embedment Sand
Tin Top Martin Marietta
Utility Embedment Sand
ASTM C33
Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13
9/28/2018
3305 13
Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)
MHRC #220605
MHRC #220605 (Size - **24" Dia.)
ASTM A48 AASHTO M306
9/28/2018
3305 13
Manhole Cover Neenah Foundry
NF-1274-T91
NF-1274-T91 (Size - 32" Dia.)
ASTM A48 AASHTO M306
9/28/2018
3305 13
Manhole Frames and Cova Neenah Foundry
NF-1743-LM (Hinged)
NF-1743-LM (Hinged) (Size - 32" Dia.)
ASTM A48 AASHTO M306
9/28/2018
3305 13
Manhole Frame Neenah Foundry
NF-1930-30
NF-1930-30 (Size - 32.25" Dial
ASTM A48 AASHTO M306
9/28/2018
3305 13
Manhole Frames and Cova Neenah Foundry
R-1743-HV
R-1743-HV (Size - 32" Dial
ASTM A48 AASHTO M306
4/3/2019
3305 13
Manhole Frames and Cov SIP Industries ++
2279ST
2279ST (Size - 24" Dial
ASTM A48 AASHTO M306
4/3/2019
3305 13
Manhole Frames and Cov.SIP Industries ++
2280ST
2280ST (Size - 32" Dial
ASTM A48 AASHTO M306
10/8/2020
3305 13
Manhole Frames and Cov/EJ ( Formally East Jordan Iron Works)
EJ1033 Z2/A
EJ 1033 Z2/A (Size - 32.25" Dial
ASTM A536 AASHTO M306
3/8/2024
3305 13
Curb Inlet Covers SIP Industries ++
2296T
2296T (Size - ***24" Dial
ASTM A48 AASHTO M306
6/18/2024
3305 13
Curb Inlet Covers SIP Industries ++
2279STN
2279STN (Size - 24" Dia.)
ASTM A48 AASHTO M306
**Note: All new development and new installation manhole 4hds 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.
Storm Sewer - Inlet & Structures 33-05-13
10/8/2020
33 49 20
Curb Inlets
Fontera
FRT-100-405-PRECAST** (Size - 10' X 3)
ASTM C913
10/8/2020
33 49 20
Curb Inlets
Fonterra
FRT-lOx3-406-PRECAST** (Size - 10' X 3')
ASTM C913
10/8/2020
33 49 20
Curb Inlets
Fonterra
FRT-l0x4.5-407-PRECAST** (Size - 10' X 4.5')
ASTM C913
10/8/2020
33 49 20
Curb Inlets
Fonterra
FRT-lOx4.5-420-PRECAST** (Size - 10' X 4.5')
ASTM C913
10/8/2020
33 39 20
Manhole
Fonterra
FRT-4X4-409-PRECAST-TOP (Size - 4' X 4')
ASTM C913
10/8/2020
33 39 20
Manhole
Fonterra
FRT-4X4-409-PRECAST-BASE (Size - 4' X 4')
ASTM C913
10/8/2020
33 39 20
Manhole
Fonterra
FRT-5X5-410-PRECAST-TOP (Size - 5' X 5')
ASTM C913
10/8/2020
33 39 20
Manhole
Fonterra
FRT-5X5-410-PRECAST-BASE (Size - 5' X 5')
ASTM C913
10/8/2020
33 39 20
Manhole
Fonterra
FRT-6X6-411-PRECAST-TOP (Size - 6' X 6')
ASTM C913
10/8/2020
33 39 20
Manhole
Fonterra
FRT-6X6-411-PRECAST-BASE (Size - 6' X 6')
ASTM C913
3/19/2021
33 49 20
Curb Inlets
Thompson PFe Group
TPG-I OX3-405-PRECAST INLET** ((Size - 110' X 3')
ASTM 615
3/19/2021
33 49 20
Curb Inlets
Thompson Pipe Group
TPG-15X3-405-PRECAST INLET** (Size - 15' X 3')
ASTM 615
3/19/2021
33 49 20
Curb Inlets
Thompson PFe Group
TPG-20X3-405-PRECAST INLET** (Size - 20' X T)
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG4X4-409-PRECAST TOP (Size - 4' X 4')
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson PFe Group
TPG4X4-409-PRECAST BASE (Size - 4' X 41
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG4X4-412-PRECAST 4-FT RISER (Size - 4' X 4')
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson PFe Group
TPG-5X5-410-PRECAST TOP (Size - 5' X 5')
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-5X5-41O-PRECAST BASE (Size - 5' X 5�
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson PFe Group
TPG-5X5-412-PRECAST 5-FT RISER (Size - 5' X 5')
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-6X6-411-PRECAST TOP (Size - 6' X 6')
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson PFe Group
TPG-6X6-411-PRECAST BASE (Size - 6' X 61
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-6X6-412-PRECAST 6-FT RISER (Size - 6' X 6')
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson PFe Group
TPG-7X7-411-PRECAST TOP (Size - TX T)
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-7X7-411-PRECAST BASE (Size - TX 7')
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson PFe Group
TPG-7X7-412-PRECAST 4-FT RISER (Size - TX T)
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-8X8-411-PRECAST TOP (Size - 8' X 8')
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson PFe Group
TPG-8X8-411-PRECAST BASE (Size - 8' X 81
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-8X8-412-PRECAST 5-FT RISER (Size - 8' X 8')
ASTM 615
3/19/2021
33 49 20
Drop Inlet
Thompson PFe Group
TPG4X4-408-PRECAST INLET (Size - 4' X 4')
ASTM 615
3/19/2021
33 49 20
Drop Inlet
Thompson Pipe Group
TPG-5X5-408-PRECAST INLET (Size - 5' X 5')
ASTM 615
3/19/2021
33 49 20
DroQQ Inlet
Thompson Pipe Group
TPG-6X6-408-PRECAST INLET (Size - 6' X 6')
ASTM 615
8/28/2023
33 49 10
Marilrole
Oldcastle
Precast 4' x 4' Stacked Manhole (Size - 4' X 41
ASTM C478
8/28/2023
33 49 10
Manhole
Oldcastle
Precast 5' x 8' Storm Junction Box (Size - 5' X 8')
ASTM C478
8/28/2023
33 49 10
Manhole
Oldcastle
Precast 4' x 4' Storm Junction Box (Size - 4' X 4')
ASTM C478
8/28/2023
33 49 10
Manhole
Oldcastle
Precast 5' x 5' Storm Junction Box (Size - 5' X 5')
ASTM C478
8/28/2023
33 49 10
Manhole
Oldcastle
Precast 6' x 6' Storm Junction Box (Size - 6' X 6')
ASTM C478
8/28/2023
33 49 10
Manhole
Oldcastle
Precast 8' x 8' Storm Junction Box Base (Size - 8' X 81
ASTM C478
8/28/2023
33 49 10
Manhole
Oldcastle
Precast 5' x 8' Storm Junction Box Base (Size - 5' X 8')
ASTM C478
8/28/2023
33 49 10
Manhole
Rinker Materials
Reinforced 48" Diameter Spread Footing Manhole (Size - 4' X 4')
ASTM C433
Page 5 of 6
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 6/30/2025
....Storm Sewer - Inlet & Structures Continues
8/28/2023
33 39 20
Curb Inlet 10'x 3' Riser
Thompson Ppe Group
Inlet Riser (Size - 3 FT)
ASTM C913-16
8/28/2023
33 39 20
Curb Inlet 15'x 3' Riser
Thompson Pipe Group
Inlet Riser (Size - 3 FT)
ASTM C913-16
8/28/2023
33 39 20
Curb Inlet 20' x 3' Riser
Thotrfson Pipe Groin Q
Inlet Riser (Size - 3 FT)
ASTM C913-16
1/12/2024
33 49 20
Drop Inlet
AmeriTex Pipe &Products
Drop Inlet (4' X 41)
ASTM C913
1/12/2024
33 49 20
Droe Inlet
AmeriTex Pipe &Products
Drop Inlet (5' X 5')
ASTM C913
1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
Precast 4'x4' Storm Junction Box
ASTM C913
1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
Precast 5'x5' Storm Junction Box
ASTM C913
1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
5' Precast Transition MH (4' MH on the top of 5' JB)
ASTM C913
1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
Precast 6'x6' Storm Junction Box
ASTM C913
1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
6' Precast Transition MH (4' MH on the top of 6' JB)
ASTM C913
1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
Precast 8'x8' Storm Junction Box
ASTM C913
1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
8' Precast Transition MH (4' MH on the top of 8' JB)
ASTM C913
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
7/16/2024
33 49 20
Curb Inlets
AmeriTex Pipe &Products
100 Precast** (Size 10' x 3')
ASTM C913
7/16/2024
33 49 20
Curb Inlets
AmeriTex Pipe &Products
150 Precast** (Size 15' x 3)
ASTM C913
--Note: Pre -cast inlets are approved for the stage l portion of he structure (basin) only. Stage II pardon al the structure are required
to be cast in place. No exceptions to this requirement shall be allowed.
Storm Sewer - Pipes & Boxes 33-05-13
4/9/2021
3341 13
Storm Drain Pipes
Advanced Drainage Systems, Inc. (ADS)
ADS HP Stoma Polypropylene (PP) Pipe (Size - 12" - 60")
ASTM F2881 & AASHTO M330
8/28/2023
3341 10
Storm Drain Pipes
Rinker Materials
Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger)
ASTM C76, C655
8/28/2023
3341 10
Culvert Box
Rinker Materials
Reinforced Concrete Box Culvert (Sze - Various)
ASTM C789, C850
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
10/12/2023
3441 10
Culvert Box
AmeriTex Pipe &Products
Reinforced Concrete Box Culvert (size - Various))
ASTM C1433,C1577
10/18/2023
3541 10
Storm Drain Pipes
The Turner Co.
Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger)
ASTM C76, C506
10/18/2023
3341 10
Culvert Box
The Turner Co.
Reinforced Concrete Box Culvert (size - Various)
ASTM C1433,C1577
4/12/2024
3341 10
Storm Drain Pipes
Thompson Pipe Group
Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size Various)
ASTM C76, C506
6/25/2024
3341 10
Culvert Box
Oldcastle
Reinforced Concrete Box Culvert
ASTM C1433,C1577
6/25/2024
3341 10
Storm Drain Pipes
Oldcastle
Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size Various)
ASTM C76, C506
Revision
Comments
(1-29-2025) Removed Argos, Ingram, Redi-Mix, Charley's
(4-3-2025) Bigtown
Concrete
updated Mix ID's
(4-5-2025) 03 34 13 CLSM specification
Page 6 of 6