HomeMy WebLinkAboutContract 62086-PM1FoRTWORTH,
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PROJECT MANUAL
FOR
THE CONSTRUCTION OF
RIVERCREST ADDITION
LOTS 19 2, 3, 4, BLOCK 10
IPRC Record No. 24-0045
City Project No. 105493
FID No.30114-0200431-105393-EO7685
File No. W-3044
X File No. X-28124
CSC No. 62086-PM1
Mattie Parker David Cooke
Mayor City Manager
Christopher P. Harder, P.E.
Director, Water Department
Lauren Prieur
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
SEPTEMBER 2024
BARRON STARK ENGINEERS, LP
6221 SOUTHWEST BOULEVARD, SUITE 100
FORT WORTH, TEXAS 76132
817-231-8100
TBPE FIRM NO. F-10998
Barron Stark Engineers
�1i OF Tf
CHARLES F: STARK•,
C
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 8
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions
Last Revised
nno i�3
invitation to Bidders
03/20/2020
nno�3
rrntrd&;^^s to Bidders
03/20/2020
00 41 00
Bid Fefm
04/02/2014
00 42 43
Proposal Form Unit Price
05/22/2019
0043 13
Bid Ben
04/02/2014
nno n�T
Bidders Pr-egttalif;,.4 n's
04/02/2014
0045 12
Prequalification Statement
09/01/2015
nno n�3
Bidder n,o,,, i:� .; .r .`� i�y.
03/09/2020
00 45 26
Contractor Compliance with Workers' Compensation Law
04/02/2014
0045 40
„ finer-:t„ B„si es Bftte,-.rise Goa
08/21/2018
00 52 43
Agreement
06/16/2016
00 61 25
Certificate of Insurance
07/01/2011
00 62 13
Performance Bond
01/31/2012
00 62 14
Payment Bond
01/31/2012
00 62 19
Maintenance Bond
01/31/2012
00 72 00
Gener-al Conditions
11/15/2017
007300
Supplementary Conditions
07/01/2011
0073 10
Standard City Conditions of the Construction Contract for Developer
01/10/2013
Awarded Projects
Division 01 - General Requirements
Last Revised
01 1100
Summary of Work
12/20/2012
01 2500
Substitution Procedures
08/30/2013
01 31 19
Preconstruction Meeting
08/30/2013
01 3120
Project Meetings
07/01/2011
01 3233
Preconstruction Video
08/30/2013
01 3300
Submittals
08/30/2013
01 35 13
Special Project Procedures
08/30/2013
01 4523
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 7123
Construction Staking
04/07/2014
01 74 23
Cleaning
04/07/2014
01 77 19
Closeout Requirements
04/07/2014
01 78 23
Operation and Maintenance Data
04/07/2014
01 78 39
Project Record Documents
04/07/2014
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105493
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 8
Technical Specifications which have been modified by the Engineer specifically for this
Project; hard copies are included in the Project's Contract Documents
NONE
Division 02 - Existing Conditions
0241 3 Selo, &ye Site Demolition
0241 14 Utility Removal/Abandonment
0241 15 Paving Removal
Division 03 - Concrete
033000 Cast i Dl.,ee Co e,.ete
03 311 13 Cent-olle,l Tow Strergtt, r ate-ia (C crag
0 Zoo !`.,n e -ete Base T Ra* -ia for- T,-one D op ai -
03 90-00 Med f;e..tions to E.Eis ng /'',,nefete St,-„etufes
Division 26 - Electrical
260500 C.,mme,. WeEk Results for- Qeet,-;e.,l
26 05 33 R eew ays .,a.1 Boxes for- Elootrioal Jysteffis
26 05--43 TT,-..le,-..,-e,,n.1 Duets .,n.1 R eew ays f Rleet,-;e.,l Systems
Division 31 - Earthwork
31�10 00 Site
7C
3123 16
31�3 Beffew
21�0 E\':nba7.'x1a.`ent6
31 25 00 Erosion and Sediment Control
31�0 Gabions
313700
Division 32 - Exterior Improvements
3201 17 ne...... ent Asphalt It n e,
27�QQ
a -Paving air-
Tempe,-afy Repair.-
'10; lilt I',r.
32 01 29
Concrete Paving Repair
32 11232
Flexible Base !-'..ufses
32 1129
27�3
Lime Treated Base Courses
Ce....ert T-ea4e.l Ce,,
32 1137
�01
Base
Liquid Tre.,te.7 C Q
.t 1.tbF11C-af
32 12 16
2')�3
Asphalt Paving
Asphalt t Paving C -.,ek Seah% is
32 13
27�0
Co ete D., `,.1
(''one,-ete Si e.. ffiz, Dr" -J'... ays and 1?af-;e,- F -e3 rf,-.
2�1 4 116
Brvk TJnt llkv;ing
32 16 13
Concrete Curb and Gutters and Valley Gutters
27�3
P-M-0mont Mar -kings
32 �5
Gufb Add
Date
Modified
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105493
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 8
2')�7
273z13
27�
27�3
'27�3
Wee,l T epees and !`_.,tes
Cast i Dlaee Cone-ete Retaining Walls
Topsoil Dlaeeme,.t and Finishing of Pa-L,,,., s
14-y -o N ful ,L ing Seeding, n Sodding
e �
Trees and Si ia&
Division 33 - Utilities
33 01 30
Sewer and Manhole Testing
33 01 31
Closed Circuit Television (CCTV) Inspection
22�o
33 04
33 04
B ,paoj Putrir/mg E) f Existing Sewer- Systems
E)ipt Bending and Eleet,-;e.,l Tsel.,t;e,-,
Ceffesio Gent«el Test Stations
33 04 12
33 04 30
22�0
Magnesium nne,le G tt,edie n.eteetien System.
Temope,-afy 1xl.,te,- Sen4ees
4 ..FTx7.,te,-TR.,;,-,.,
C�oanir - �n,1 o To3tir
33-04-50
3305 10
Cle.,n;,., of Sewe,- Mains
Utility Trench Excavation, Embedment, and Backfill
3305 1 2
ZZ�3
33 n�0
ViMor T
�mT �.,awering
Frame, Cover- a -ad Gfade Rings Cast ken
Frame, Cover- Grade Rings —Composite
3305 14
3305 17
Adjusting Manholes, inlets, Valve BeFres, a -ad Othef Stmet"fes to
Grade
Concrete Collars
33 05 20
330521 21
330522 22
or-ing 1
T�%i01 T/sir.1%ta
Steel Casing Npe
330523 23
22�4
22�
2'2�o
LT.,n.1 T,,.,.,eli*g
lasta la4io ..F!`.,fF e,- Pipe i !`.,sing o: Tunnsol Tlri e
Utility Tlarkefs,' ee.,te,-s
T ae.,tio of &fisting U4i ties
33 1105
33 11 10
33 11 11
Be1ts Nuts, and Gaskets
D etile ke,-. Ripe
Ductile Iron Fittings
33 11 12
Polyvinyl Chloride (PVC) Pressure Pipe
33 11 13
Gone,.ete Press o Piro, Bar Wffiplpe,l, Steel Cylinder- Type
1 1 1 r
u,,, l e creel Pipe and > ;tt;n .s
33 11 15
Pre St,.esse,l C nerete Cylin e,. Pipe
33 12 10
22�
Water Services 1-inch to 2-inch
T xx
33 1220
., e
a4ef Metefs
Resilient Seated Gate Valve
P_ 12 2%1
AWW-A Rubber- Seated BtMe-flyV.,l„es
33 1225
Connection to Existing Water Mains
33 1230
om!x.nafion i- Valve Assemblies for- Potable Txi.,te,- S„stem.,
33 1240
Fire Hydrants
33 1250
33 12 60
Water Sample Stations
St.,.,daf:.1 Blow off Valve A ssefnbl,
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 105493
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 8
33 ] !2
Qdfed in Pl�e P)
?% 3 1 1 3
Fiber -glass D ein f me,1 Pipe for- r-ayit., F anitarj' s
2,3 3 �). 15
High Density Polyethylene (IIDPJ Pipe for- Sanitary Sewe«
33 31 20
Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe
, 2
33 3121
&anitar, er
r
Pipe
22�3
C'an tafy
3331 50
Sewer Pipe Enlargement
Sanitary Sewer Service Connections and Service Line
333170
Gontb�nakaa Air- Valve for- Sa-mitar-y Sewef Fer-ee Mains,
Dl.,ee r,.ne-ete
3339 10
33 39 20
Cast i
Manholes
Precast Concrete Manholes
33 3930
3'ttic-oglaij Manholes
33 3940
Wastewa4e, A eee. �.. mbc ' W
33 39 60
ZZ�O
Epoxy Liners for Sanitary Sewer Structures
neinf ,.ee,1 r St,,,.m Sewef:12ipe C lyet4s
,-� � 1 11
ne,.ete
f: c�omn Dn
HighPolyethylene Polothylene (17T PE) Pipe f mi
✓- 11 12
Dein f ,-ee.7 Polyet lene (SRP J) Pipe
33 4601
33 46 02
22�0
Slotted Stor in, r idmz
T,-e..e1. Drain
Dl.,ee T,,,,.etio
22�
33 4940
Cast i
Manholes and Boxes
Cu--6.and Drop inlets
Storm. Dmin ca\g 14e.,,7w ally .-ad W;....w all
Division 34 - Transportation
3 ^ ^�01
34 ^�02
Attaehment AGe}troller--ewe
Attaehment B Cent afar Sfwaifiea4ien
A t speei e. er
��t-ae�lmel}�ert���� �� n
34 41 10.03
2/1 11 13
Removing T -affie Signals
?/I 11 !,5
PceetaliguLa -lW:d Flzhing >i
34 4 16
RedoMy.�am lklybr-id Signal
34 41 20
bl;es
Readwy Illuminaftan Assemblies
3n n�OT
Arto ial LT--D Aaadwa3' miras
34 ^�02
Reew UED Roadway Daimimiras
34 n�no3
Re4deft`1f.1 1 LED Raad-w ,7
J,mll%KI1Ya;r
34� 4130
Alu.mmul,F F�zgff s
3471 13
Traffic Control
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 105493
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 8
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/tnw/contractors/
or
httus:Haugs.fortworthtexas.2ov/Proi ectResources/
Division 02 - Existing Conditions Last Revised
02 11 13 S^1eetive Site De ^"''^~ 12/20/2012
02 41 14 Utility Removal/Abandonment 12/20/2012
02 41 15 Paving Removal 02/02/2016
Division 03 - Concrete
033000 Ga&t In Place Genefete 12/20/2012
03 211 13 Controlled row Strength Nlater-ia (Cr crag 12/20/2012
03 34 16 C ner-ete Base r mer-ia for- Tr-ef t, ReP ;. 12/20/2012
039000 M a;f;emiar& !o Eiroting C ne-ete ct.-uet-es 12/20/2012
Division 26 - Electrical
q 05-00 Commen Wa fk Results for- Eleet,4eal 11/22/2013
26 05 10 Demolition f QeetFiea Systems 12/20/2012
26 05 33 Raee. ays era Boxes f r Eleetfieal Systems 12/20/2012
2605 43 U-ndergr-ettad Ducto and Raceways f r Eleetfiea Syste 07/01/2011
260550 GommEmieations Mulft Duo:Gonduit 02/26/2016
Division 31- Earthwork
3110 00 Site Clearing 12/20/2012
31�o Um.-)1.3zifioa Exea^ afi 01/28/2013
31�3 Beffe 01/28/2013
21�124 00 Fesn anun. its 01/28/2013
31 25 00 Erosion and Sediment Control 12/20/2012
313600 Gabiens 12/20/2012
21�0 Ripr-ap 12/20/2012
Division 32 - Exterior Improvements
3201 17
D^fm^M^n+ Asphalt Paving Ropair
12/20/2012
�r1�-2 01 18
Tcmnr xr.T, �A alt .1lzring #epair
12/20/2012
32 01 29
Concrete Paving Repair
12/20/2012
27�3•
Flexible Base Courses
12/20/2012
32 1129
Lime Treated Base Courses
12/20/2012
33 11 3-
Cement Treated Base Genf^^"
12/20/2012
27�T
Liquid ,i T-fe4e roil 9t ✓lizaaf
08/21/2015
32 12 16
Asphalt Paving
12/20/2012
Z7�3
Asphalt alt Paving Cr^--4 Ezalaws
12/20/2012
313 13 13
C „erote Paving
12/20/2012
'27�o
Goner^to Side. )c�1z, Dpi-.^e ays and Barrier- r^o ll.mV
06/05/2018
12/20/2012
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105493
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 6 of 8
32' ^ 'To col Unit I�vrr�g 12/20/2012
32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016
2')�3 Pavement TR.,,-L;ags 11/22/2013
2')�5 C,, -b Address Painting 11/04/2013
3231 3 Onn Fe ^r'' r ^� 12/20/2012
2''�0 Wire Fenees and Ga4es 12/20/2012
27�9 WeedFenees and C_mes 12/20/2012
27�3 �f in Plkize C re-ete Retaining W.,06/05/2018
3'�9 Topsoil Placement and Fi':iG41Icg$f llzl--;�,,z s 12/20/2012
'27�3 14yd.,. NIttl .1 ing Seeding, and S,.,1ding 12/20/2012
3293 43 wand S'hyLn0 12/20/2012
Division 33 - Utilities
330130
Sewer and Manhole Testing
12/20/2012
330131
Closed Circuit Television (CCTV) Inspection
03/03/2016
33 03 10
%'PW.-Z Ilk-ll"a " .,F1rXiSfifig SoWe f SyStefflS
12/20/2012
22�no
joint u,.rding and Eleetrieal isel.,tie
12/20/2012
33 04 11
C,.,-fesio Ge t el Test Stations
12/20/2012
22�2
Magnesium Anode Gatti die Protee fie,. Systo,....
12/20/2012
22�0
To,v.pe -a fy Water- So,..,;e
07/01/2011
33 04 40
Cleaning and A, eept. aee Testing of Water- Mains
02/06/2013
3 2�0
Cleaning of Sewer- >\ Minis
12/20/2012
3305 10
Utility Trench Excavation, Embedment, and Backfill
12/12/2016
3305 12
watDr Lt.fw ; ring
12/20/2012
3305 13
name; giverand Gr-a e Rings Cast
01/22/2016
3305 13.10
F -afne, Cover a-n Or -ado Rings Composite
01/22/2016
Adjurta g' anheles, inlets, Valve a l i
is e�exc�� -anit�ert=a
�ctufes
t-�e
3305 14
de
�Ct^'�„efete
12/20/2012
ZZ�6v
Water- Vaults
12/20/2012
3305 17
Concrete Collars
12/20/2012
22�0
Auger- Ber-ing
12/20/2012
33-0521
T,,mel Liner- e. Plate
12/20/2012
22�i
Stool Casin . Npe
12/20/2012
330523
4and Turx&OKmg
12/20/2012
ZZ�4
installation „FCa1"7jiaI Pi Casing E) - Tunnel Liner- Plate-
06/19/2013
Z Zoo
Utility M -kef:s /T oe to f
12/20/2012
22�
Location do „4 Existing Utilities
12/20/2012
33 1105
Belts, "�dGaskets-
12/20/2012
ZZ�v
Ptietile T,o Pipes
12/20/2012
33 11 11
Ductile Iron Fittings
12/20/2012
33 11 12
Polyvinyl Chloride (PVC) Pressure Pipe
11/16/2018
33 11 3
Gonerete r-esstffe Pipe Baf Wrapped, Steel Cylinder- T-Me
12/20/2012
P 11 1 r
Btir-ied Stool Pipe a -a Fit ings
12/20/2012
33 12 10
Water Services 1-inch to 2-inch
02/14/2017
2Z�T
T a--ge Wa4er- Meter-s
12/20/2012
33 1220
Resilient Seated Gate Valve
12/20/2012
P 12 21
A WW A Rubber- Sea4ed BiAte -Fly V l.y
12/20/2012
33 1225
Connection to Existing Water Mains
02/06/2013
33 12 30
CC/ aY'�i_WWie . Air- - Valve Assemblies for- Potable Wa4e - Systems
12/20/2012
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105493
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 7 of 8
33 1240
Fire Hydrants
01/03/2014
33 1250
Water Sample Stations
12/20/2012
2Z�o
Standard Blow off Valve Assembly
06/19/2013
2Z�z
Gufe3 in Maoe P)
12/20/2012
3- 3,11 13
Fiber -glass v ein f fee,l Pipe f f r_, a -vita &anitary-Sewers
12/20/2012
33 2, !,5
High Density Polyethylene (LDDE) Direr for- Sanitary Sewer
12/20/2012
33 31 20
Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe
06/19/2013
'�
U l.n,;ay Chloride (PVC) Closedn- file GFayi Eani�. ' f
?? ?�
Pipe
12/20/2012
332,122
Sanitafy Sm,,arJSz* lhniN
12/20/2012
P- 3123
Sanitary Sewer- Pipe Ef laf:ge. eat
12/20/2012
33 31 50
Sanitary Sewer Service Connections and Service Line
04/26/2013
22�o
Eanha.-y cewe > ,,,-,.o >\a n
12/20/2012
33-39 10
Cast :n nlaee Cone.ete Manholes
12/20/2012
33 39 20
Precast Concrete Manholes
12/20/2012
33T3 39 30
Fltccgla� MapAieles
12/20/2012
22�0
Waste., a*f: A eees^ (`1..,mef: (NV n C4
12/20/2012
33 39 60
Epoxy Liners for Sanitary Sewer Structures
12/20/2012
22�o
Rein f reed Genefete Stef.v. Sewer- Pipe/! „lyei4^
07/01/2011
33 11 1 1
High Density Polyethylene (LDDE) Pir tor. Dm�n
12/20/2012
3- 11 12
Reinf -ee,l n 1.,o+i. efi, (9nE) LiTS
11/13/2015
33 4600
Subdrainagee
12/20/2012
33 4601
Slatted &term Drains
07/01/2011
3�-46 02
��:ok amim;
07/01/2011
3�-4910
Cmt 1m Mao@' a-ah.les and r„metion Boxes
12/20/2012
ZZ�O
Curb ^, l Drop inlets
12/20/2012
33 4940
Storm Dmi nage 14ead awls and W;r,.w ll^
07/01/2011
Division 34
- Transportation
34 4 10
Traffic E�giga
10/12/2015
3n n�nolr
Affaehmen+t Coptreller- Cabinet
12/18/2015
3n n�0i
02/2012
34 n� 1 10.03
Attachment CSe€twafe-Speeif eatien
01/2012
3/1 41 1 1
To,...per-^n. Tfa ffie Signals
11/22/2013
311 41 12
lmn.wving T-affie Si,.,-.^1^
12/20/2012
34 41 15
angukar IL4p;d Flaz--IhingBeaeo
11/22/2013
34-41 16
P-ed✓*vi:an IIybrid Signal
11/22/2013
34 41 20
Read-w fllu irufaan Assemblies
12/20/2012
34 4120.01
�
n,ho.;^l LED v,.^,1.,.^r..
�ami'naiw a
06/15/2015
3n n�O2
Freeway LED Roadway r]axiim: is s
06/15/2015
34 4120.03
�
Residential LED D,..,,h. ay r
�aminair4s
06/15/2015
34-41 30
Aluminum &gns
11/12/2013
3n�0
Single M de Fiber- Optic Cable
02/26/2016
3471 13
Traffic Control
11/22/2013
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105493
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Appendix
Page 8 of 8
G -4.J1
Availablit;- of
GC-4-92
Eu--st .f ee a -a Physieal Condition
GC-4.04
Underground Facilities
GC-4.06
Hazardous Environmental Condition at Site
GG 6.E.D
M
GG 6.00-?
Ivag"wes
GC-6.09
Permits and Utilities
GG .21
Nandioxim. imuti.&a
GR-01 60 00 Product Requirements
END OF SECTION
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105493
Revised March 20, 2020
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
Pagel of4
Bidder's Application
Bidder's Proposal
Specification Unit of I Bid
Section No. Measure I Quantity Unit Price Bid Value
UNIT I: WATERJMPROVEMENTS
1
10241.1000 Remove Concrete Pavement
0241 15
SY
7
$64.58
$452.06
2
10241.1012 Remove 6" Water Line
0241 14
LF
590
$8.27
$4,879.30
3
10241.1100 Remove Asphalt Pvmt
0241 15
SY
34
$14.35
$487.90
4
10241.1302 Remove 6" Water Valve
0241 14
EA
1
$452.00
$452.00
5
13201.0614 Conc Pvmt Repair, Residential
32 1123
SY
7
$232.00
$1,624.00
6
13305.0109 Trench Safety
3305 10
LF
714
$3.30
$2,356.20
7
13311.0001 Ductile Iron Water Fittings w/ Restraint
33 11 11
TON
0.35
$29,308.00
$10,257.80
8
13311.0261 8" PVC Water Pipe
33 11 12
LF
714
$74.87
$53,457.18
9
13312.0117 Connection to Existing 4"-12" Water Mains
33 1225
EA
1
$5,492.00
$5,492.00
10
13312.2001 1" Water Service, Meter Reconnection
33 1210
EA
1
$300.00
$300.00
11
13312.2003 1" Water Service
33 1210
EA
4
$2,735.00
$10,940.00
12
13312.3003 8" Gate Valve
33 1220
EA
1
$2,775.00
$2,775.00
13
13471.0001 Traffic Control
3471 13
MO
1
$2,080.00
$2,080.00
14
19999.0001 8" Cleaning Wye
99 99 99
EA
2
$1,405.00
$2,810.00
15
19999.0002 Automatic Flushing Device w/ Backflow
99 99 99
EA
1
$10,044.00
$10,044.00
16
19999.0003 Relocate Exist Fire Hydrant Assembly
99 99 99
EA
1
$3,724.00
$3,724.00
17
19999.0004 8"x6" Reducer
99 99 99
EA
1
$400.00
$400.00
18
19999.0005 12"x8" Reducer
99 99 99
EA
1
$550.00
$550.00
19
19999.0006 Relocate Exist 6" Gate Valve
99 99 99
EA
1
$1,850.00
$1,850.00
20
1
TOTAL UNIT I: WATER IMPROVEMENTS
$114,931.441
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 Copy of 00 42 43_Bid Proposal DAP-2
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
Bidlist Item
Description
Specification
Unit of
No.
Section No.
Measure
UNIT II: SANITARY
SEWER IMPROV
MENTS
1
13301.0002 Post -CCTV Inspection
33 01 31
LF
2
13301.0101 Manhole Vacuum Testing
33 01 30
EA
3
13305.0109 Trench Safety
3305 10
LF
4
13305.0112 Concrete Collar for Manhole
3305 17
EA
5
13331.4115 8" Sewer Pipe
33 31 20
LF
6
13339.0001 Epoxy Manhole Liner
33 39 60
VF
7
13339.1001 4' Manhole
33 39 20
EA
8
19999.0007 Hydraulic Slide for Existing Manhole
99 99 99
EA
9
10
11
12
13
14
15
16
17
18
19
20
00 42 43
DAP - BID PROPOSAL
Page 2 of4
Bidder's Application
Bidder's Proposal
Bid Unit Price Bid Value
Quantity
684
$4.32
$2,954.88
3
$287.00
$861.00
684
$10.60
$7,250.40
3
$425.00
$1,275.00
684
$82.58
$56,484.72
25
$250.00
$6,250.00
3
$8,858.00
$26,574.00
1
$1,076.00
$1,076.00
TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS
$102,726.00 1
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 Copy of 00 42 43_Bid Proposal DAP-2
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
00 42 43
DAP - BID PROPOSAL
Page 3 of4
Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item
No Description
1 3211.0501 6" Lime Treatment
2 3212.0302 2" Asphalt Pvmt Type D
3 3212.0501 4" Asphalt Base Type B
4 3216.0101 6" Concrete Curb & Gutter
5 3471.0001 Traffic Control
6 9999.0008 Erosion Control
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Specification
I Unit of
I Bid
Unit Price
Bid Value
Section No.
Measure
Quantity
UNIT III: PAVING IMPROVEMENTS
321129
SY
1,727
$23.38
$40,377.261
32 1216
SY
1,727
$18.23
$31,483.21 1
321216
SY
1,727
$36.47
$62,983.691
32 16 13
LF
311
$30.81
$9,581.91 1
3471 13
MO
1
$3,656.00
$3,656.001
31 25 00
LS
1
$4,275.00
$4,275.001
TOTAL UNIT III: PAVING IMPROVEMENTS $152,357.071
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 Copy of 00 42 43_Bid Proposal DAP-2
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
00 42 43
DAP - BID PROPOSAL
Page 4 of4
Bidder's Application
Bidder's Proposal
Bidlist Item I Specification I Unit of I Bid
Description Unit Price
No. Section No. Measure Quantity
Bid Summary
UNIT I: WATER IMPROVEMENTS
UNIT II: SANITARY SEWER IMPROVEMENTS
UNIT III: PAVING IMPROVEMENTS
Total Construction Bid
This Bid is submitted by the entity named below:
BIDDER:
Patcon Services, LLC
PO Box 2423
Weatherford, TX 76086
Contractor agrees to complete WORK for FINAL ACCEPTANCE within
CONTRACT commences to run as provided in the General Conditions.
BY: Chase Patterson
TITLE: Owner
DATE: 9/9/2024
Bid Value
$114,931.441
$102,726.00 1
$152,357.07 1
$370,014.51 1
L120 worldng days after the date when the
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 Copy of 00 42 43_Bid Proposal DAP-2
0045 12
DAP PREQUALIFICATION STATEMENT
Page 1 of 1
SECTION 00 45 12
DAP — PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work
Tvpe" box provide the complete major work tvve and actual description as provided by the Water
Department for water and sewer and TPW for paving.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
Water and Wastewater New Patcon Services, LLC 8/31/2025
Development Open Cut (12" and
under)
Asphalt Construction/ Peachtree Construction, LTD 9/30/2026
Reconstruction Unlimited,
Asphalt Maintenance Unlimited
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Patcon Services, LLC
PO Box 2423
Weatherford, TX 76086
BY: Chase Patterson
TITLE: Owner
DATE: 10/10/24
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS
Form Version September 1, 2015
(Signature)
00 45 12_Prequalification Statement 2015_DAP
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
004526-1
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. 105493. 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:
Patcon Services, LLC
Company
PO Box 2423
Address
Weatherford TX 76086
City/State/Zip
THE STATE OF TEXAS §
COUNTY OF TARRANT §
By: Chase Patterson
(Please Print)
Signature: _
Title: Owner
(Please Print)
BEFORE ME, the undersigned authority, on this day personally appeared
Chase Patterson , known to me to be the person whose name is
subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as
the act and deed of Contractor Compliance with Worker Compensation Law for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 3 day of
September , 2024.
38
39.E"=;.
40
ERY
�4AEI- CARS O e EMof texas Notary Public in and for the State of Texas
p,ablic, 02.2024
t*l@tgFV tplres 11
�@i�tr• 130886415
�0 END OF SECTION
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised April 2, 2014
005243-1
1
2
3
Developer Awarded Project Agreement
Page 1 of 6
1 SECTION 00 52 43
2 AGREEMENT
3 THIS AGREEMENT, authorized on 10/10/24 is made by and between the Developer,
4 Mike Benton, authorized to do business in Texas ("Developer"), and Patcon Services. LLC
5 authorized to do business in Texas, acting by and through its duly authorized representative,
6 ("Contractor").
7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
8 follows:
9 Article 1. WORK
10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
11 Project identified herein.
12 Article 2. PROJECT
13 The project for which the Work under the Contract Documents may be the whole or only a part is
14 generally described as follows:
15 Rivercrest Addition Lots 1. 2. 3. 4. Block 10
16 Proiect Number 105493
17 Article 3. CONTRACT TIME
18 3.1 Time is of the essence.
19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
20 Documents are of the essence to this Contract.
21 3.2 Final Acceptance.
22 The Work will be complete for Final Acceptance within 120 calendar days after the date
23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard
24 City Conditions of the Construction Contract for Developer Awarded Projects.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105493
Revised June 16, 2016
005243-2
4
5
L"
25 3.3 Liquidated damages
Developer Awarded Project Agreement
Page 2 of 6
26 Contractor recognizes that time is of the essence of this Agreement and that Developer will
27 suffer financial loss if the Work is not completed within the times specified in Paragraph
28 3.2 above, plus any extension thereof allowed in accordance with Article 10 of the Standard
29 City Conditions of the Construction Contract for Developer Awarded Projects. The
30 Contractor also recognizes the delays, expense and difficulties involved in proving in a
31 legal proceeding the actual loss suffered by the Developer if the Work is not completed on
32 time. Accordingly, instead of requiring any such proof , Contractor agrees that as liquidated
33 damages for delay (but not as a penalty), Contractor shall pay Developer two hundred and
34 fifty Dollars ($250.00) for each day that expires after the time specified in Paragraph 3.2 for
35 Final Acceptance until the City issues the Final Letter of Acceptance.
36 Article 4. CONTRACT PRICE
37 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
38 Documents an amount in current funds of Three hundred seventy thousand. fourteen dollars
39 and fiftv one cents ($370.014.51).
40 Article S. CONTRACT DOCUMENTS
41 5.1 CONTENTS:
42 A.The Contract Documents which comprise the entire agreement between Developer and
43 Contractor concerning the Work consist of the following:
44 1. This Agreement.
45
2. Attachments to this Agreement:
46
a. Bid Form (As provided by Developer)
47
1) Proposal Form (DAP Version)
48
2) Prequalification Statement
49
3) State and Federal documents (project specific)
50
b. Insurance ACORD Form(s)
51
c. Payment Bond (DAP Version)
52
d. Performance Bond (DAP Version)
53
e. Maintenance Bond (DAP Version)
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105493
Revised June 16, 2016
005243-3
7 Developer Awarded Project Agreement
8 Page 3 of 6
9
54 f. Power of Attorney for the Bonds
55 g. Worker's Compensation Affidavit
56 h. MBE and/or SBE Commitment Form (If required)
57 3. Standard City General Conditions of the Construction Contract for Developer
58 Awarded Projects.
59 4. Supplementary Conditions.
60 5. Specifications specifically made a part of the Contract Documents by attachment or,
61 if not attached, as incorporated by reference and described in the Table of Contents of
62 the Project's Contract Documents.
63 6. Drawings.
64 7. Addenda.
65 8. Documentation submitted by Contractor prior to Notice of Award.
66 9. The following which may be delivered or issued after the Effective Date of the
67 Agreement and, if issued, become an incorporated part of the Contract Documents:
68 a. Notice to Proceed.
69 b. Field Orders.
70 c. Change Orders.
71 d. Letter of Final Acceptance.
72
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105493
Revised June 16, 2016
005243-4
10 Developer Awarded Project Agreement
11 Page 4 of 6
12
73 Article 6. INDEMNIFICATION
74 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
75 expense, the city, its officers, servants and employees, from and against any and all
76 claims arising out of, or alleged to arise out of, the work and services to be performed by
77 the contractor, its officers, agents, employees, subcontractors, licenses or invitees under
78 this contract. This indemnification provision is svecifically intended to overate and be
79 effective even if it is alleged or proven that all or some of the damages being sought were
80 caused. in whole or in part. by anv act. omission or negligence of the citv. This indemnity
81 provision is intended to include, without limitation, indemnity for costs, expenses and
82 legal fees incurred by the city in defending against such claims and causes of actions.
83
84 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
85 the city, its officers, servants and employees, from and against any and all loss, damage
86 or destruction of property of the city, arising out of, or alleged to arise out of, the work
87 and services to be performed by the contractor, its officers, agents, employees,
88 subcontractors, licensees or invitees under this contract. This indemnification Drovision
89 is specifically intended to operate and be effective even if it is alleged or Droven that all
90 or some of the damages being sought were caused. in whole or in Dart, by anv_ act.
91 omission or negligence of the citv.
92
93 Article 7. MISCELLANEOUS
94 7.1 Terms.
95 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the
96 Construction Contract for Developer Awarded Projects.
97 7.2 Assignment of Contract.
98 This Agreement, including all of the Contract Documents may not be assigned by the
99 Contractor without the advanced express written consent of the Developer.
100 7.3 Successors and Assigns.
101 Developer and Contractor each binds itself, its partners, successors, assigns and legal
102 representatives to the other party hereto, in respect to all covenants, agreements and
103 obligations contained in the Contract Documents.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105493
Revised June 16, 2016
005243-5
13 Developer Awarded Project Agreement
14 Page 5 of 6
15
104 7.4 Severability.
105 Any provision or part of the Contract Documents held to be unconstitutional, void or
106 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
107 remaining provisions shall continue to be valid and binding upon DEVELOPER and
108 CONTRACTOR.
109 7.5 Governing Law and Venue.
110 This Agreement, including all of the Contract Documents is performable in the State of
111 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
112 Northern District of Texas, Fort Worth Division.
113
114 7.6 Authority to Sign.
115 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized
116 signatory of the Contractor.
117
118 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
119 counterparts.
120
121 This Agreement is effective as of the last date signed by the Parties ("Effective Date")
122
Contractor:
Patcon Services, LLC
Developer:
By: By:
(Signature) (Signature)
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105493
Revised June 16, 2016
16
17
18
123
Chase Patterson
(Printed Name)
Title:Owner
Company Name: Patcon Services, LLC
Address: PO Box 2423
City/State/Zip: Weatherford TX 76086
10/ 10/2024
Date
005243-6
Developer Awarded Project Agreement
Page 6 of 6
Mike Benton
(Printed Name)
Title:
Owner
Company name:
Address:
5616 Oaks Lane
City/State/Zip:
Westworth Village, TX 76114
10/16/2024
Date
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105493
Revised June 16, 2016
�1�
--.eXaSMutuar
WORKERS' COMPENSATION INSURANCE
WORKERS' COMPENSATION AND WC 42 03 04 B
EMPLOYERS LIABILITY POLICY Insured copy
TEXAS 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
from us.
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. ( ) Specific Waiver
Name of person or organization
(X) Blanket Waiver
Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver.
2. Operations: All Texas operations
3. Premium:
The premium charge for this endorsement shall be 2.00 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. Advance Premium: Included, see Information Page
This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below.
(The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.)
This endorsement, effective on 12/8/23 at 12:01 a.m. standard time, forms a part of:
Policy no. 0002103305 of Texas Mutual Insurance Company effective on 12/8/23
Issued to: Patcon Services, LLC "06
This is not a bill
Authorized representative
NCCI Carrier Code: 29939
12/6/23
PO Box 12058, Austin, TX 78711-2058
1 of 1 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 WC 42 03 04 B
POLICY NUMBER: MP44780042 COMMERCIAL AUTO
NA CA 09 01 21
NATIONAL AMERICAN INSURANCE COMPANY
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
BUSINESS AUTO ENHANCED COVERAGE ENDORSEMENT
This endorsement modifies insurance provided under the following:
BUSINESS AUTO COVERAGE FORM
The following is a summary index of additional coverages provided by this endorsement. This endorsement is
subject to the provisions of your policy which means that it is subject to all limitations and conditions applicable to
this Coverage Part, unless specifically deleted, replaced, or modified therein. No coverage is provided by this
summary.
SUMMARY INDEX
DESCRIPTION PAGE NUMBER
SECTION II - COVERED AUTOS LIABILITY COVERAGE
Who Is An Insured
Broad Form Insured 2
Employee As Insureds 2
Additional Insured Status By Contract, Agreement Or Permit 2
Supplementary Payments
Bail Bond Coverage 2
Loss Of Earnings Coverage 2
Pollution Liability - Broadened Coverage For Covered Autos 2
SECTION III - PHYSICAL DAMAGE COVERAGE
Broadened Coverage
Towing And Labor 3
Physical Damage Additional Transportation Expense Coverage 4
Temporary Substitute Auto Physical Damage 4
Extra Expense- Theft 4
Rental Reimbursement And Additional Transportation Expense 4
Personal Effects Coverage 5
Personal Property Of Others 5
Locksmith Coverage 5
Vehicle Wrap Coverage 5
Airbag Accidental Discharge 5
Audio, Visual And Data Electronic Equipment Coverage 5
Auto Loan/Lease Total Loss Protection 6
Glass Repair- Deductible Amendment 6
SECTION IV - BUSINESS AUTO CONDITIONS
Broadened Coverage
Amended Duties In The Event Of Accident, Claim, Suit Or Loss 6
Waiver Of Subrogation - Automatic Status When Required In A Written Contract 6
Unintentional Failure To Disclose 6
Hired, Leased, Rented Or Borrowed Auto Physical Damage 7
SECTION V - DEFINITIONS
Mental Anguish Included in Definition of "Bodily Injury" 7
NA CA 09 01 21 Includes Copyrighted Material of Insurance Services Office, Inc., with its Permission. Page 1 of 7
(SECTION II - COVERED AUTOS LIABILITY COVERAGE, WHO IS AN INSURED, SUPPLEMENTARY
PAYMENTS, POLLUTION)
The following changes are made to SECTION II - COVERED AUTOS LIABILITY COVERAGE:
A. The following are added to Paragraph A.1.:
1. Who Is An Insured
The following are "insureds":
d. Any organization that is acquired or formed by you, during the term of this policy and over which
you maintain majority ownership. However, the Named Insured does not include any newly formed
or acquired organization:
(1) That is a joint venture or partnership;
(2) That is an "insured" under any other policy;
(3) That has exhausted its Limits of Insurance under any other policy; or
(4) 180 days or more after its acquisition or formation by you, unless you have given us notice of
the acquisition or formation.
Coverage does not apply to "bodily injury" or "property damage" that results from an accident that
occurred before you formed or acquired the organization.
e. Your "employee" while acting in the course of your business or your personal affairs while using a
covered "auto" you do not own, hire or borrow.
f. Any person or organization for whom you are required to add as an additional insured when you
and such person or organization have agreed in writing in a contract or agreement, but such written
contract or agreement must be:
(1) Currently in effect or becoming effective during the term of this policy; and
(2) Executed prior to the "bodily injury" or "property damage".
Coverage provided by this extension applies only with respect to the extent that the person or
organization is liable for the conduct of an "insured" arising out of the ownership, maintenance or
use of a covered "auto" under this policy.
Coverage provided by this extension will not exceed the Limits of Liability required by the written
contract or agreement even if the limits stated in the policy exceed those limits. This coverage
shall not increase the Limit Of Insurance for Covered Autos Liability Coverage shown in the
Declarations.
For any covered "auto" you own, the insurance provided under this extension is primary.
B. Paragraphs 2.a.(2) and 2.a.(4) are replaced with the following:
2. Coverage Extensions
a. Supplementary Payments
(2) Up to $5,000 for cost of bail bonds (including bonds for related traffic violations) required
because of an "accident' we cover. We do not have to furnis h these bonds.
(4) All reasonable expenses incurred by the "insured" at our request, including actual loss of
earnings up to $500 a day because of time off from work.
C. Pollution Liability - Broadened Coverage For Covered Autos
1. Covered Autos Liability Coverage is changed as follows:
a. Paragraph a. of the Pollution Exclusion applies only to liability assumed under a contract or
agreement.
NA CA 09 01 21 Includes Copyrighted Material of Insurance Services Office, Inc., with its Permission. Page 2 of 7
b. With respect to the coverage afforded by Paragraph A.1. above, Exclusion B.6. Care, Custody
Or Control does not apply.
2. Changes In Definitions
For the purposes of this endorsement, Paragraph D. of the Definitions Section is replaced by the
following:
D. "Covered pollution cost or expense" means any cost or expense arising out of:
1. Any request, demand, order or statutory or regulatory requirement that any "insured" or
others test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any
way respond to, or assess the effects of "pollutants"; or
2. Any claim or "suit' by or on behalf of a governmental authority for damages because of
testing for, monitoring, cleaning up, removing, containing, treating, detoxifying or
neutralizing, or in any way responding to or assessing the effects of "pollutants".
"Covered pollution cost or expense" does not include any cost or expense arising out of the
actual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of
"pollutants":
a. Before the "pollutants" or any property in which the "pollutants" are contained are
moved from the place where they are accepted by the "insured" for movement into or
onto the covered "auto"; or
b. After the "pollutants" or any property in which the "pollutants" are contained are moved
from the covered "auto" to the place where they are finally delivered, disposed of or
abandoned by the "insured".
Paragraphs a. and b. above do not apply to "accidents" that occur away from premises
owned by or rented to an "insured" with respect to "pollutants" not in or upon a covered
"auto" if:
(1) The "pollutants" or any property in which the "pollutants" are contained are upset,
overturned or damaged as a result of the maintenance or use of a covered "auto";
and
(2) The discharge, dispersal, seepage, migration, release or escape of the "pollutants"
is caused directly by such upset, overturn or damage.
3. Limits For "Covered Pollution Cost or Expense"
The most we will pay for "covered pollution cost or expense" is $100,000 in the aggregate per
policy period, regardless of the number of "accidents".
When this limit is used up, we shall have no further obligation to defend claims or "suits" seeking
such damages or to pay such damages or defense expense.
(SECTION III - PHYSICAL DAMAGE COVERAGE, BROADENED PHYSICAL DAMAGE COVERAGES)
The following changes are made to SECTION III - PHYSICAL DAMAGE COVERAGE -
A. Paragraph A.2 is replaced with the following:
A. Coverage
2. Towing And Labor
We will pay for towing and labor costs incurred, up to the limits shown below, each time a covered
"auto" is disabled:
a. For private passenger type vehicles, we will pay up to $100 per disablement.
NA CA 09 01 21 Includes Copyrighted Material of Insurance Services Office, Inc., with its Permission. Page 3 of 7
b. For all other covered "autos" we will pay up to $500 per disablement.
However, the labor must be performed at the place of disablement.
B. Paragraph AA.a. is replaced with the following:
A. Coverage
4. Coverage Extensions
a. Transportation Expenses
We will pay up to $60 per day, to a maximum of $1,800, for temporary transportation
expense incurred by you because of the total theft of a c overed "auto" of the private
passenger type. We will pay only for those covered "autos" for which you carry either
Comprehensive or Specified Causes Of Loss Coverage. We will pay for temporary
transportation expenses incurred during the period beginning 48 hours after the theft and
ending, regardless of the policy's expiration, when the covered "auto" is returned to use or
we pay for its "loss".
C. The following are added to Paragraph 4. Coverage Extensions:
4. Coverage Extensions
c. Temporary Substitute Autos
If Physical Damage Coverage is provided under this Coverage Form for an "auto" you own, the
Physical Damage coverages provided for that owned "auto" are extended to any "auto" you do
not own while used with the permission of its owner as a temporary substitute for the covered
"auto" you own that is out of service because of its:
(1) Breakdown;
(2) Repair;
(3) Servicing;
(4) "Loss"; or
(5) Destruction.
d. Theft Recovery Expense
If you have purchased Comprehensive Coverage on a covered "auto" that is stolen, we will pay
the expense of returning that stolen "auto" to you. The limit for this coverage extension is
$5,000.
e. Rental Reimbursement
We will provide Rental Reimbursement and Additional Expense coverage only for those
Physical Damage coverages for which a premium is shown in the Declarations. Coverage
applies only to a covered "auto".
(1) We will pay for auto rental expense and the expense incurred by you because of a covered
cause of "loss" to remove and transfer your materials and equipment from a covered "auto"
to a covered "auto". Payment applies in addition to the otherwise applicable coverage you
have on a covered "auto". No deductible applies to this coverage.
(2) We will pay only for expens es incurred during the policy period and beginning 24 hours
after the "loss" and ending, regardless of the policy's expiration, with the lesser of the
following number of days:
(a) The number of days reasonably required to repair or replace the covered "auto". If
"loss" is caused by theft, this number of days is added to the number of days it takes to
locate the covered "auto" and return it to you; or
(b) 30 days.
(3) Our payment is limited to the lesser of the following amounts:
(a) Necessary and actual expenses incurred; or
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(b) $75 per day.
(4) This coverage does not apply while there are spare or reserve "autos" available to you for
your operations.
(5) If "loss" results from the total theft of a covered "auto" of the private passenger type or light
truck type, we will pay under this coverage only that amount of your rental reimbursement
expense which is not already provided for under SECTION III - PHYSICAL DAMAGE
COVERAGE, A. Coverage, 4. Coverage Extensions, a. Transportation Expenses.
f. Personal Effects
If you have purchased comprehensive coverage on a covered "auto" you own and that "auto" is
stolen, we will pay, without application of a deductible, up to $500 for "Personal Effects" stolen
with the covered "auto". The insurance provided under this provision is excess over any other
collectible insurance. For this coverage extension, "Personal Effects" means tangible property
that is worn or normally carried on "insured's" person.
g. Personal Property Of Others
We will pay up to $500 for "loss" to personal property of others in or on your covered "auto".
This coverage applies only in the event of "loss" to your covered "auto" caused by fire,
lightning, explosion, theft, mischief or vandalism, the covered "auto's" collision with another
object, or the covered "auto's" overturn. No deductible applies to this coverage.
h. Locksmith Coverage
We will pay up to $250 per occurrence for necessary locksmith services for keys locked inside
a covered private passenger type "auto". The deductible is waived for these services.
i. Vehicle Wrap Coverage
Under either Comprehensive or Collision Coverage, we will pay up to $1,000 for vinyl vehicle
wraps which are displayed on a covered "auto" at the time of a total "loss".
Regardless of the number of "autos" deemed a total "loss", the most we will pay under this
coverage for any one "loss" is $5,000. For purposes of this coverage, signs or other graphics
painted or magnetically affixed to the c overed "auto" are not considered vehicle wraps.
D. Paragraph 113.3. is replaced with the following:
B. Exclusions
3. We will not pay for "loss" due and confined to:
a. Wear and tear, freezing, mechanical or electrical breakdown.
b. Blowouts, punctures or other road damage to tires.
This exclusion does not apply to such "loss" resulting from the total theft of a
covered "auto".
This exclusion also does not apply to the mechanical breakdown relating to the accidental
discharge of an air bag. This exception applies only if you have purchased comprehensive
or collision coverage on the covered "auto" you own and coverage is excess of any other
collectible insurance or warranty. No deductible applies to this coverage.
E. Paragraph C.1.b. is replaced with the following:
C. Limits Of Insurance
1. The most we will pay for:
b. All electronic equipment that reproduces, receives or transmits audio, visual or data
signals in any one "loss" is $5,000, if, at the time of "loss", such electronic equipment
is:
(1) Permanently installed in or upon the covered "auto" in a housing, opening or other
location that is not normally used by the "auto" manufacturer for the installation of such
equipment;
(2) Removable from a permanently installed housing unit as described in Paragraph b.(1)
above;or
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(3) An integral part of such equipment as described in Paragraphs b.(1) and b.(2) above.
F. The following is added to Paragraph C. Limits of Insurance.
C. Limits Of Insurance
4. In the event of a total "loss" to a covered "auto" shown in the Declarations, which is subject
to a loan or lease at the time of the "loss", we will pay any unpaid amount due, including up
to a maximum of $500 for early termination fees or penalties on the lease or loan for a
covered "auto", less:
a. The amount paid under the Physical Damage Coverage Section of the policy; and
b. Any:
(1) Overdue lease orloan payments at the time of the "loss";
(2) Financial penalties imposed under a lease for excessive use, abnormal wear and
tear or high mileage;
(3) Security deposits not returned by the lessor;
(4) Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability
Insurance purchased with the loan or lease; and
(5) Carry-over balances from previous loans or leases.
G. The following is added to Paragraph D. Deductible
D. Deductible
Any deductible shown in the Declarations as applicable to the covered "auto" will not apply to
glass breakage if the damaged glass is repaired, rather than replaced.
(SECTION IV - BUSINESS AUTO CONDITIONS, BROADENED COVERAGE)
The following changes are made to SECTION IV - BUSINESS AUTO CONDITIONS:
A. The following is added to Paragraph 2. Duties In The Event Of Accident, Claim, Suit Or Loss
2. Duties In The Event Of Accident, Claim, Suit Or Loss
d. Knowledge of any "accident", "claim", "suit' or "loss" will be deemed knowledge by you when notice
of such "accident', "claim", "suit' or "loss" has been received by:
(1) You, if you are an individual;
(2) Any partner or insurance manager, if you are a partnership;
(3) An executive offic er or insurance manager, if you are a corporation;
(4) Your members, managers or insurance manager, if you are a limited liability company; or
(5) Your officials, trustees board members or insurance manager, if you are a not -for -profit
organization.
B. The following is added to Paragraph 5. Transfer Of Rights Of Recovery Against Others To Us
5. Transfer Of Rights Of Recovery Against Others To Us
However, we waive any rights of recovery we may have under the policy against any person or
organization for whom the insured is working or operating under a written contract when such contract
requires a waiver of subrogation. This provision does not apply unless the written contract has been
executed prior to the "bodily injury" or "property damage".
C. The following is added to Paragraph B.2. Concealment, Misrepresentation Or Fraud:
B. General Conditions
2. Concealment, Misrepresentation Or Fraud
However, your unintentional error in disclosing, or failing to disclose, any material fact existing at
the effective date of this Coverage Form, or during the policy period in connection with any
additional hazards, will not prejudice your rights under this Coverage Form.
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D. Paragraph 5.b. of B. General Conditions is replaced with the following:
B. General Conditions
5. Other Insurance
b. For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos"
you own:
(1) Any covered "auto" you lease, hire, rent or borrow; and
(2) Any covered "auto" hired or rented by your "employee" under a contract in that individual
"employee's" name, with your permission, while performing duties related to the conduct of
your business.
However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto".
The most we will pay for any one "loss" is the lesser of the following:
(1) $75,000 per accident; or
(2) Actual cash value at the time of loss; or
(3) Cost of repair.
Less the deductible shown in Item Four of the Declarations.
An adjustment for depreciation and physical condition will be made in determining actual cash
value in the event of a total "loss". The deductible does not apply to "loss" caused by fire or
lightning.
This coverage is excess over any other collectible insurance.
(SECTION V - DEFINITIONS, MENTAL ANGUISH)
A. Paragraph C. under SECTION V - DEFINITIONS is replaced with the following:
C. "Bodily injury" means bodily injury, sickness or disease sustained by a person, including mental
anguish or death resulting from such bodily injury, sickness, or disease.
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NATIONAL AMERICAN INSURANCE COMPANY
CONTRACTORS GENERAL LIABILITY ENHANCED COVERAGE
ENDORSEMENT
SUMMARY OF COVERAGES
The following is a summary of additional coverages provided by this endorsement. This endorsement is subject to
the provisions of your policy which means that it is subject to all terms, limitations, exclusions and conditions of the
policy, except and to the extent specifically stated in this endorsement. No coverage is provided by tiis summary.
COVERAGE DESCRIPTION PAGE
Coveraae Extensions
Extended Property Damage 2
Expanded Fire Legal Liability to Include Explosion, Lightning and Sprinkler Leakage 2
Coverage For Non -Owned Watercraft Extended to 51 Feet in Length 2
Newly Formed or Acquired Organizations- Extend The Reporting Requirement to 180 Days 7
Knowledge of Occurrence- Knowledge of an "occurrence", claim, or "suit' by your agent, servant,
or employee shall not in itself constitute knowledge of the Named Insured unless an officer of the 11
Named Insured has received such notice from the agent, servant, or employee
Primary And Noncontributory- Other Insurance Condition 11
Waiver of Subrogation - Automatic Status When Required In A Written Contract 11
Additional Coveraaes Limit of Insurance
Coverage D - Voluntary Property Damage Coverage $5,000 Occurrence 2
$10,000 Aggregate
Coverage E - Care, Custody or Control Property $10,000 Occurrence
Damage Coverage $25,000 Aggregate 3
Coverage F- Product Recall Expense
$10,000
Each Recall
$25,000
Aggregate
$1,000
Deductible
Coverage G - Water Damage Legal Liability
$25,000
Aggregate
Coverage H- Contamination or Pollution Coverage
$100,000
Aggregate
(Sudden And Accidental)
Increase in Supplementary Payments
Bail Bonds - $1,000
Loss of Earnings - $500
Additional Insured Coverages on a Primary and Non -Contributory Basis:
Additional Insured- Owners, Lessees or Contractors- Automatic Status When Required In
Construction Agreement With You
Additional Insured- Lessor of Leased Equipment- Automatic Status When Required In
Lease Agreement With You
Additional Insured- Managers or Lessor of Premises- Automatic Status When Required In
A Written Contract
Additional Insured- Engineers, Architects or Surveyors Not Engaged by the Named
Insured
Aggregate Limits of Insurance
Automatically Included - Per Location Subject to Cap 10
Automatically Included - Per Project Subject to Cap 10
NA CG 23A 03 21 Includes Copyrighted Material of Insurance Services Office, Inc., with its Permission. Page 1 of 11
POLICY NUMBER: MP44780042 COMMERCIAL GENERAL LIABILITY
NA CG 23A 03 21
NATIONAL AMERICAN INSURANCE COMPANY
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
CONTRACTORS GENERAL LIABILITY ENHANCED COVERAGE
ENDORSEMENT
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SECTION I - COVERAGES
A. The following changes are made under Paragraph 2. Exclusions of Section I - Coverage A - Bodily Injury
And Property Damage Liability:
1. Exclusion a. is replaced by the following:
a. Expected Or Intended Injury
"Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This
exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable
force to protect persons or property.
2. Expanded Fire Legal Liability
The last paragraph under 2. Exclusions is replaced by the following:
Exclusions c. through n. do not apply to damage by fire, explosion, lightning,or smoke resulting from
such fire, explosion, or lightning or sprinkler leakage to premises while rented to you or temporarily
occupied by you with permission of the owner. A separate limit of insurance applies to this coverage
as described in Section III - Limits of Insurance.
3. Non -Owned Watercraft
Exclusion g. (2) (a) is replaced by the following:
g. Aircraft, Auto Or Watercraft
(2) A watercraft you do not own that is:
(a) Less than 51 feet long; and
B. The following additional coverages are added to Section I - Coverages. Each of these additional coverages
is subject to Paragraph 2. Exclusions of Section I - Coverage A - Bodily Injury And Property Damage
Liability and all other terms, limitations, conditions, exclusions and all other provisions of the policy except and
to the extent otherwise specifically stated in this endorsement.
COVERAGE D - VOLUNTARY PROPERTY DAMAGE COVERAGE
1. Insuring Agreement
a. At your request, and whether or not you are legally obligated to pay, we will pay for "property damage" to
property of others you cause while the property is in your possession or if the "property damage" arises out
of "your work".
b. Subject to Paragraph 5. of SECTION III - LIMITS OF INSURANCE, a $5,000 occurrence limit and a
$10,000 aggregate limit is the most we will pay under Coverage D for damages because of "property
damage".
The aggregate limit is the maximum amount we will pay for all covered 'occurrences" during the policy
period.
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c. Our duty to pay ends when we have paid the applicable Limit of Insurance in the payment of judgments or
settlements under Coverage D.
2. Exclusions
a. For purposes of Coverage D. only, Exclusion j. under Paragraph 2. Exclusions of Section I -
Coverage A - Bodily Injury And Property Damage Liability, is replaced by the following:
Damage To Property
"Property damage" to:
(1) Property held by the insured for servicing, repair, storage or sale at premises you own, rent,
lease, operate or use;
(2) Property transported by or damage caused by any "automobile", "watercraft" or "aircraft" you
own, hire or lease;
(3) Property you own, rent, lease, borrow or use.
COVERAGE E - CARE, CUSTODY OR CONTROL PROPERTY DAMAGE COVERAGE
1. Insuring Agreement
a. We will pay for "property damage" to personal property in the care, custody or control of the insured subject
to the following provisions, limitations and conditions:
(1) Exclusion j.(4) under Paragraph 2. Exclusions of Section I - Coverage A - Bodily Injury And
Property Damage Liability, does not apply to Coverage E.
(2) Subject to 5. of SECTION III - LIMITS OF INSURANCE, a $10,000 occurrence limit and a $25,000
aggregate limit is the most we will pay under Coverage E.
The aggregate limit is the maximum amount we will pay for all covered "occurrences" during the policy
period.
(3) Our right and duty to defend ends when we have used up the applicable limit of insurance in the
payment of judgments or settlements under Coverage E., regardless of the number of:
(a) Insureds;
(b) Claims made or "suits" brought; or
(c) Persons or organizations making claims or bringing "suits".
COVERAGE F - PRODUCT RECALL EXPENSE
1. Insuring Agreement
a. Notwithstanding Exclusion n. under Paragraph 2., Exclusions of Section I - Coverage A - Bodily
Injury And Property Damage Liability, and subject to the limits shown in the Summary of Coverages, we
will pay the "product recall expense" you incur as a result of a "product recall" you initiate during
the coverage period.
b. We will only pay for " product recall expense" arising out of "your products" which have been physically
relinquished to others.
c. This coverage is subject to a $10,000 each product recall limit and a $25,000 aggregate limit. The
most we will pay for the sum of all "product recall expense" you incur as a result of all "product recalls"
you initiate during the policy period shall not be greater than $25,000.
d. Our right and duty to defend ends when we have used up the applicable Limit of Insurance in the payment
of judgments or settlements under Coverage F.
2. Exclusions
This insurance does not apply to "product recall expense" arising out of:
a. Any fact, circumstance or situation which existed at the inception date of the policy and which you were
aware of, or could reasonably have foreseen that would have resulted in a "product recall".
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b. Deterioration, decomposition or transformation of a chemical nature, except if caused by an error in the
manufacture, design, processing, storage, or transportation of "your product".
c. The withdrawal of similar products or batches that are not defective, when a defect in another product or
batch has been found.
d. Acts, errors or omissions of any of your employees, done with prior knowledge of any of your officers or
directors.
e. Inherent vice, meaning a natural condition of property that causes it to deteriorate or become damaged.
f. "Bodily injury" or "property damage':
g. Failure of "your product" to accomplish its intended purpose, including any breach of warranty of fitness,
quality, efficacy or efficiency, whether written or implied.
h. Loss of reputation, customer faith or approval, or any costs incurred to regain customer market, or any
other consequential damages.
i. Legal fees or expenses.
j. Damages claimed for any loss, cost or expense incurred by you or others for the loss of use of "your
product".
k. "Product recall expense" arising from the "product recall" of any of "your products" for which coverage is
excluded by endorsement.
I. Any "product recall" initiated due to the expiration of the designated shelf life of "your product".
3. Conditions
The following conditions are added to Coverage F.
a. Duties In Event of Product Recall
In the event of a "product recall", you must:
(1) See to it that we are notified as soon as practicable of a "product recall". To the extent possible, notice
should include how, when and where the "product recall" took place and estimated "product recall
expense".
(2) Take all reasonable steps to minimize "product recall expense". This will not increase the Limits of
Insurance.
(3) If requested, permit us to question any insured under oath at such times as may be reasonably
required about any matter relating to this insurance orthe insured's claim, including your books
and records. Your answers must be signed.
(4) Permit us to inspect and obtain other information proving the loss. You must send us a signed, sworn
statement of loss containing the information we request to investigate the claim. You must do this
within 60 days after our request.
(5) Cooperate with us in the investigation or settlement of any claim.
(6) Assist us upon our request, in the enforcement of any rights against any person or organization which
may be liable to you because of loss to which this insurance applies.
4. Definitions
The following definitions are added:
a. "Product recall" means a withdrawal or removal from the market of "your product" based on the
determination by you or any regulatory or governmental agency that:
(1) The use or consumption of "your product" has caused or will cause actual or alleged "bodily injury" or
"property damage" and
(2) Such determination requires you to recover possession or control of "your product" from any distributor,
purchaser or user, to repair or replace "your product", but only if "your product" is unfit for use or
consumption, or is hazardous as a result of:
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(a) An error or omission by an insured in the design, manufacturing, processing, labeling, storage, or
transportation of "your product"; or
(b) Actual or alleged intentional, malicious or wrongful alteration or contamination of "your product" by
someone other than you.
b. "Product recall expense" means reasonable and necessary expenses for:
(1) Telephone, radio and television communication and printed advertisements, including stationery,
envelopes and postage.
(2) Transporting recalled products from any purchaser, distributor or user, to locations designated by you.
(3) Remuneration paid to your employees for overtime, as well as remuneration paid to additional
employees or independent contractors you hire.
(4) Transportation and accommodation expense incurred by your employees.
(5) Rental expense incurred for temporary locations used to store recalled products.
(6) Expenses incurred to properly dispose of recalled products, including packaging that cannot be reused.
(7) Transportation expense incurred to replace recalled products.
(8) Repairing, redistributing or replacing covered recalled products with like products or substitutes, not to
exceed your original cost of manufacturing, processing, acquisition and/or distribution.
These expenses must be incurred as a result of a "product recall".
COVERAGE G - WATER DAMAGE LEGAL LIABILITY
1. Insuring Agreement
a. Notwithstanding Exclusion j.(1) under Paragraph 2., Exclusions of Section I - Coverage A - Bodily Injury
And Property Damage Liability, we will pay for "property damage" to premises that are both rented to
and occupied by you if the "property damage" happens during the policy period as the result of an
"occurrence" and arises out of the injurious presence of water.
b. Subject to Paragraph 5. of SECTION ill - LIMITS OF INSURANCE, the most we will pay under Coverage
G. is $25,000 aggregate per policy period.
The aggregate limit is the maximum amount we will pay for all covered "occurrences" during the policy
period.
c. Our right and duty to defend ends when we have used up the applicable Limit of Insurance in the payment
of judgments or settlements under Coverage G.
COVERAGE H - CONTAMINATION OR POLLUTION COVERAGE (Sudden And Accidental
For Contractors)
A. The following provisions are added to Section I - Coverage A - Bodily Injury And Property Damage
Liability.
1. LIMITED POLLUTION COVERAGE
Exclusion f. under Paragraph 2., Exclusions of Section I - Coverage A - Bodily Injury And Property
Damage Liability is replaced by the following:
This insurance does not apply to:
f. Pollution
(1) "Bodily injury' or "property damage" which would not have occurred in whole or part but for the
actual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of
"pollutants" at any time.
(2) Any loss, cost or expense arising out of any:
(a) Request, demand, order or statutory or regulatory requirement that any insured or others test
for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to,
or assess the effects of "pollutants"; or
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(b) Claim or suit by or on behalf of a governmental authority for damages because of testing for,
monitoring, cleaning up, removing, containing, treating, detoxifying or neutralizing, or in any
way responding to, or assessing the effects of, "pollutants."
This exclusion does not apply to that portion of any "bodily injury" or "property damage" which is
caused by a "pollution incident", subject to the limits of insurance set forth below in this endorsement,
but only if the following conditions are met:
(a) The commencement time and date of such "pollution incident" can be identified with certainty, and
such "pollution incident" commences at a specific time and date during the policy period;
(b) Such "pollution incident" is an accident and unintentional release, discharge, emission or escape of
"pollutants," is sudden and accidental and is neither expected nor intended by any insured;
(c) Such "pollution incident" is not a repeat or resumption of a previous discharge, dispersal, release or
escape of the same "pollutants" from essentially the same source within twelve (12) months of a
previous discharge, dispersal, release or escape;
(d) Such "bodily injury" or "property damage" is not caused or contributed to in any degree by any
"pollution incident" that commenced prior to the beginning of the Policy Period shown in the
Declarations;
(e) Such "pollution incident" is discovered or otherwise becomes known to you within thirty (30) days of
its commencement and is reported to us in writing within thirty (30) days after you first obtain
knowledge of the "pollution incident";
(f) Such "pollution incident" did not result from or was not contributed to by your failure to comply with
any government statute, rule, regulation, or order;
2. LIMITS FOR POLLUTION COVERAGE:
The most we will pay for liability because of covered "bodily injury" and "property damage" caused by one
or more "pollution incidents" shall not be greater than $100,000 in the aggregate per policy period.
For the purpose of mitigating further "bodily injury" or "property damage" caused by a covered "pollution
incident," $ 100,000 may be applied to costs or expenses incurred by any insured for cleaning up,
removing or containing a covered "pollution incident" on the particular part of real property upon which the
operations of the insured are conducted. This amount shall not be in addition to the limits set forth above,
but such amounts shall reduce such applicable limits.
When this limit is used up, we shall have no further obligation to defend claims or "suits" seeking such
damages or pay such damages or defense expense.
This coverage does not apply to Coverage B - Personal And Advertising Injury Liability
3. NON -EXTENSION OF COVERAGE:
The only coverage provided under this policy for liability in any way relating to, or caused by, any
"pollution incident" is that which is set forth in this endorsement.
4. DEFINITIONS
All provisions of the POLICY DEFINITIONS portion of this insurance remain unchanged except as modified
by the following:
For purposes only of the coverages addressed in this endorsement, the definition of "property damage" is
replaced with the following:
"Property Damage" means:
a. Physical Injury to, destruction of, or contamination of tangible property, including all resulting loss of
use of that property; or
b. Loss of use of tangible property that is not physically injured, destroyed or contaminated but has
been evacuated, withdrawn from use or rendered inaccessible because of a "pollution incident."
c. Any loss, cost, or expense which you become legally obligated to pay, provided that you receive
notice asserting such obligation during the policy period or within 30 days thereafter, and provided
further that such "loss," cost or expense arises out of:
(1) A request, demand or order that any insured or others test for, monitor, clean-up, remove, contain,
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treat, detoxify or neutralize, or in any way respond to, or assess the effects of "pollutants;" or
(2) A claim or legal proceeding by or on behalf of a governmental authority for payments because of
testing for, cleaning up, removing, containing, treating, detoxifying or neutralizing, or in any way
responding to or assessing the effects of "pollutants."
"Pollution Incident" means an "occurrence" consisting of any actual emission, discharge, release, or escape
of any "pollutant' into or upon land, the atmosphere, any watercourse or body of water, or any building or
dwelling, provided that such emission, discharge, release or escape results in "environmental damage."
The entirety of any such actual emission, discharge, release or escape shall be deemed to be one
"pollution incident."
"Pollutant" means any solid, liquid, gaseous or thermal irritant or contaminant, including smoke, vapor,
soot, fumes, acids, alkalis, chemicals, waste and saline substances. Waste includes materials to be
recycled, reconditioned or reclaimed.
"Environmental Damage" means any injurious presence actually in or upon land, the atmosphere, any
watercourse or body of water, or any building or dwelling, of any "pollutant."
SUPPLEMENTARY PAYMENTS - COVERAGES A AND B
1. SUPPLEMENTARY PAYMENTS- COVERAGES A AND B is amended as follows:
a. To read SUPPLEMENTARY PAYMENTS -ALL COVERAGES
b. The following language is added at the end of Paragraph 1.
However, we shall have none of the duties set forth above when this insurance applies only for Coverage
D., Coverage E., or both, and we have paid the Limit of Liability or the Aggregate Limt for these additional
coverages.
c. Bail Bonds
Paragraph 1.b. is replaced by the following:
1. We will pay, with respect to any claim we investigate or settle, or any "suit' against an insured we
defend:
b. Up to $1,000 for cost of bail bonds required because of accidents or traffic law violations arising out
of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to
furnish these bonds.
d. Loss of Earnings
Paragraph 1.d. is replaced by the following:
1. We will pay, with respect to any claim we investigate or settle, or any "suit' against an insured we
defend:
d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or
defense of the claim or "suit', including actual loss of earnings up to $500 a day because of time off
from work.
SECTION II - WHO IS AN INSURED
A. The following changes are made to SECTION II -WHO IS AN INSURED
1. Extended Reporting Requirements
Paragraph 3.a. is replaced by the following:
3. Any organization you newly acquire or form, other than a partnership, joint venture or limited liability
company, and over which you maintain ownership or majority interest, will qualify as a Named Insured
if there is no other similar insurance available to that organization. However:
a. Coverage under this provision is afforded only until the 180th day after you acquire or form the
organization or the end of the policy period, whichever is earlier;
B. The following provisions are added to SECTION II - WHO IS AN INSURED:
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4. Additional Insured - Owners, Lessees or Contractors- Automatic Status When Required In
Construction or Service Agreement With You
Each of the following is an insured:
a. Any person or organization for whom you are performing operations when you and such person or
organization have agreed in writing in a contract or agreement that such person or organization be
added as an additional insured on your policy;
b. Any other person or organization you are required to add as an additional insured under the contract or
agreement described in Paragraph a. above.
Such person or organization is an additional insured only with respect to liability for "bodily injury",
"property damage" or "personal and advertising injury" which may be imputed to that person or
organization directly arising out of:
(1) Your acts or omissions, or the acts or omissions of those acting on your behalf in the performance
of your ongoing operations for the additional insured; or
(2) "Your work" specified in the "written contract" but only for "bodily injury", "property damage" or
"personal and advertising injury" included in the "products -completed operations hazard";
However, the insurance afforded to such additional insureds described in Paragraphs a. and b. above, only
applies to the extent permitted by law and will not be broader than that which you are required by the
contract or agreement to provide for such additional insureds.
c. With respect to the insurance afforded to these additional insureds, the following additional exclusions
apply:
This insurance does not apply to:
(1) "Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering
of, or the failure to render, any professional architectural, engineering or surveying services,
including:
(a) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions,
reports, surveys, field orders, change orders or drawings and specifications; or
(b) Supervisory, inspection, architectural or engineering activities.
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.
d. With respect to the insurance afforded to these additional insureds, the following is added to Section III
- Limits of Insurance:
The most we will pay on behalf of the additional insured is the amount of insurance:
(1) Required by the contract or agreement you have entered into with the additional insured; or
(2) Available under the applicable Limits of Insurance;
whichever is less.
This coverage shall not increase the applicable Limits of Insurance.
5. Additional Insured - Lessor of Leased Equipment- Automatic Status When Required In Lease
Agreement With You
Each of the following is an insured:
a. Any person(s) or organization(s) from whom you lease equipment when you and such person(s) or
organization(s) have agreed in writing in a contract or agreement that such person(s) or organization(s)
be added as an additional insured on your policy. Such person(s) or organization(s) is an insured only
with respect to your liability for "bodily injury", "property damage" or "personal and advertising injury"
directly arising out of the maintenance, operation or use of equipment leased to you by such person(s)
or organization(s).
NA CG 23A 03 21 Includes Copyrighted Material of Insurance Services Office, Inc., with its Permission. Page 8 of 11
However:
(1) The insurance afforded to such additional insured only applies to the extent permitted by law; and
(2) If coverage provided to the additional insured is required by a contract or agreement, the insurance
afforded to such additional insured will not be broader than that which you are required by the
contract or agreement to provide for such additional insured.
b. With respect to the insurance afforded to these additional insureds, this insurance does not apply to
any "occurrence" which takes place after the equipment lease expires.
c. With respect to the insurance afforded to these additional insureds, the following is added to Section III
- Limits of Insurance:
If coverage provided to the additional insured is required by a contract or agreement, the most we will
pay on behalf of the additional insured is the amount of insurance:
(1) Required by the contract or agreement; or
(2) Available under the applicable Limits of Insurance;
whichever is less.
This coverage shall not increase the applicable Limits of Insurance.
6. Additional Insured - Managers or Lessors of Premises
Each of the following is an insured:
a. Any person(s) or organization(s), but only with respect to liability arising out of the ownership,
maintenance or use of that part of the premises leased to you and subject to the following additional
exclusions:
This insurance does not apply to:
(1) Any "occurrence" which takes place after you cease to be a tenant in that premises.
(2) Structural alterations, new construction or demolition operations performed by or on behalf of such
person(s) or organization(s).
However:
(1) The insurance afforded to such additional insured only applies to the extent permitted by law; and
(2) If coverage provided to the additional insured is required by a contract or agreement, the insurance
afforded to such additional insured will not be broader than that which you are required by the
contract or agreement to provide for such additional insured.
b. With respect to the insurance afforded to these additional insureds, the following is added to Section
III -Limits of Insurance:
If coverage provided to the additional insured is required by a contract or agreement, the most we will
pay on behalf of the additional insured is the amount of insurance:
(1) Required by the contract or agreement; or
(2) Available under the applicable Limits of Insurance;
whichever is less.
This coverage shall not increase the applicable Limits of Insurance.
7. Additional Insured - Engineers, Architects or Surveyors Not Engaged by the Named Insured
Each of the following is an insured:
a. Any architects, engineers or surveyors who are not engaged by you are insureds, but only with respect
to liability for "bodily injury" or "property damage" or "personal and advertising injury" which may be
imputed to that architect, engineer or surveyor arising out of:
(1) Your acts or omissions; or
(2) The acts or omissions of those acting on your behalf;
NA CG 23A 03 21 Includes Copyrighted Material of Insurance Services Office, Inc., with its Permission. Page 9 of 11
in the performance of your ongoing operations performed by you or on your behalf.
Such architects, engineers or surveyors, while not engaged by you, are contractually required to be
added as an additional insured to your policy.
However, the insurance afforded to such additional insured:
(1) Only applies to the extent permitted by law; and
(2) Will not be broader than that which you are required by the contract or agreement to provide for
such additional insured.
b. With respect to the insurance afforded to these additional insureds, the following additional exclusion
applies:
The insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury"
arising out of the rendering of or the failure to render any professional services, including:
(1) The preparing, approving, or failing to prepare or approve, maps, drawings, opinions, reports,
surveys, change orders, designs or specifications; or
(2) Supervisory, inspection 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 services.
SECTION III - LIMITS OF INSURANCE
A. Paragraphs 2., 3., and 6. of SECTION III - LIMITS OF INSURANCE are replaced by the following:
2. The General Aggregate Limit is the most we will pay for the sum of:
a. Medical expenses under Coverage C;
b. Damages under Coverage A, except damages because of "bodily injury" or "property damage"
included in the "products -completed operations hazard"; and
c. Damages under Coverage B; and
d. Damages under Coverage G.
e. Damages under Coverage H.
3. The Products -Completed Operations Aggregate Limit is the most we will pay under Coverage A for
damages because of "bodily injury" and "property damage" included in the "products -completed operations
hazard" and Coverage F.
6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay
under Coverage A for damages because of "property damage" to any one premises, while rented to you,
or in the case of damage by fire, explosion, lightning, or smoke resulting from such fire, explosion, or
lightning, or sprinkler leakage while rented to you or temporarily occupied by you with permission of the
owner.
B. The following are added to SECTION III - LIMITS OF INSURANCE:
8. Aggregate Limits of Insurance ( Per Location)
The General Aggregate Limit applies separately to each of your "locations" owned by or rented to you or
temporarily occupied by you with the permission of the owner.
"Location" means premises involving the same or connecting lots, or premises whose connection is
interrupted only by a street, roadway, waterway or right-of-way of a railroad.
9. Aggregate Limits of Insurance (Per Project)
The General Aggregate Limit applies separately to each of your "construction projects" away from premises
owned by or rented to you.
"Construction Project" means "your work" conducted according to a single plan.
NA CG 23A 03 21 Includes Copyrighted Material of Insurance Services Office, Inc., with its Permission. Page 10 of 11
10. Even though the General Aggregate Limit applies separately to each of your "locations" and each of your
"construction projects", the most we will pay under this policy is three times the General Aggregate Limit
regardless of the number of "locations", "construction projects", 'occurrences", "insureds", claims, "suits",
or persons or organizations making claims or bringing "suits".
SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS
A. The following is added to Paragraph 4. Other Insurance:
Primary And Noncontributory Insurance
This insurance is primary to and will not seek contribution from any other insurance available to an additional
insured under your policy provided that:
(1) The additional insured is a Named Insured under such other insurance; and
(2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not
seek contribution from any other insurance available to the additional insured.
B. Paragraphs 2.a. and b. are replaced with the following:
2. Duties In The Event Of Occurrence, Offense, Claim Or Suit
a. You must see to it that we are notified as soon as practicable of an "occurrence" or an offense which
may result in a claim. Knowledge of an "occurrence" by your agent, servant or employee shall not in
itself constitute knowledge of the Named Insured unless an officer of the Named Insured has received
such notice from the agent, servant or employee. To the extent possible, notice should include:
(1) How, when and where the "occurrence" took place;
(2) The names and addresses of any injured persons and witnesses; and
(3) The nature and location of any injury or damage arising out of the "occurrence" or offense.
b. If a claim is made or "suit' is brought against any insured, you must:
(1) Immediately record the specifics of the claim or "suit' and the date received; and
(2) Notify us as soon as practicable.
You must see to it that we receive written notice of the claim or "suit' as soon as practicable. Knowledge of
a claim or "suit' by your agent, servant or employee shall not in itself constitute knowledge of the Named
Insured unless an officer of the Named Insured has received such notice from the agent, servant or
employee.
C. The following is added to Paragraph 2.c.:
2. Duties In The Event Of Occurrence, Offense, Claim or Suit
c. You and any other involved insured must:
(5) Upon our request, replace or repair the property covered under Coverage D - Voluntary Property
Damage at your actual cost, excluding profit or overhead.
D. Paragraph 8. is modified by adding the following sentence:
8. Transfer Of Rights Of Recovery Against Others To Us
We waive our right to recovery against any person or organization for whom the insured is operating under
a written contract when such contract requires a waiver of subrogation, and such contract is executed
before the "property damage" or "bodily injury" occurs or the "personal and advertising" offense is
committed.
NA CG 23A 03 21 Includes Copyrighted Material of Insurance Services Office, Inc., with its Permission. Page 11 of 11
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0062 13 -1
Bond Number: L265202-2127 PERFORMANCE BOND
Page 1 of 2
SECTION 00 62 13
PERFORMANCE BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, Patcon Services, LLC, known as "Principal' herein and Lexington National
Insurance Corporation, a corporate surety(sureties, if more than one) duly authorized to do
business in the State of Texas, known as "Surety" herein (whether one or more), are held and
firmly bound unto the Developer, Milce Benton, authorized to do business in Texas
("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal
sum of, Three Hundred Seventy Thousand Fourteen and 51/100 Dollars ($370,014.51), lawful
money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of
which sum well and truly to be made jointly unto the Developer and the City as dual obligees, we
bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,
firmly by these presents.
WHEREAS, Developer and City have entered into an Agreement for the construction of
community facilities in the City of Fort Worth by and through a Community Facilities
Agreement, CFA Number 24-0127; and
WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
the 1 Oth day of October, 2024, which Contract is hereby referred to and made a part hereof for all
purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories
defined by law, in the prosecution of the Work, including any Change Orders, as provided for in
said Contract designated as Rivercrest Addition, Lots 1, 2, 3, 4, Block 10.
NOW, THEREFORE, the condition of this obligation is such that if the said Principal
shall faithfully perform it obligations under the Contract and shall in all respects duly and
faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
specifications, and contract documents therein referred to, and as well during any period of
extension of the Contract that may be granted on the part of the Developer and/or City, then this
obligation shall be and become null and void, otherwise to remain in full force and effect.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2,35 4, BLOCK 10
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 105493
Revised January 31, 2012
Bond Number: L265202-2127
006213-2
PERFORMANCE BOND
Page 2 of 2
1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
3 Worth Division,
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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 25"' day of October, 2024.
ATTEST:
(Principal) Secretary
Witness as to Principal
li � �_ 11"�
Witness as to Surety
PRINCIPAL:
Patcon Services, LLC
BY:
Signature
Name and Title
Address: PO Box 2423
4533 Franke Switch Rd
Weatherford, Texas 76086
SURETY:
Lexington National Insurance Corporation
BY:
�'rig��re
Zach Mefferd, Attorney -in -Fact
Name and Title
Address: 11426 York Road, 2,,d Floot-
Cockeysville, Maryland, 21030
Telephone Number: 410-625-0800
*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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLACK 10
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 105493
Revised January 31, 2012
006214-1
Bond Number: L265202-2127 PAYMENT BOND
Page I of 2
1 SECTION 00 62 14
2 PAYMENTBOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we, Patcon Services, LLC, known as "Principal' herein, and Lexington National
8 Insurance Corporation, a corporate surety ( or sureties if more than one), duly authorized to do
9 business in the State of Texas, known as "Surety" herein (whether one or more), are held and
10 firmly bound unto the Developer, Mike Benton, authorized to do business in Texas
11 "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal
12 sum of Three Hundred Seventy Thousand Fourteen and 511100 Dollars ($370,014.51), lawful
13 money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of
14 which sum well and truly be made jointly unto the Developer and the City as dual obligees, we
15 bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,
16 firmly by these presents:
17 WHEREAS, Developer and City have entered into an Agreement for the construction of
18 community facilities in the City of Fort Worth, by and through a Community Facilities
19 Agreement, CFA Number 24-0127; and
20 WHEREAS, Principal has entered into a certain written Contract with Developer,
21 awarded the 10t° day of October, 2024, which Contract is hereby referred to and made a part
22 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and
23 other accessories as defined by law, in the prosecution of the Work as provided for in said
24 Contract and designated as Rivererest Addition, Lots 1, 2, 3, 4, Block 10.
25 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
26 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
27 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
28 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
29 force and effect.
30 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
31 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
32 accordance with the provisions of said statute.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS I, 2, 3, 4, BLOCK 10
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 105493
Revised Jamuary 31, 2012
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006214-2
Bond Number: L265202-2127 PAYMENT BOND
Page 2 of 2
IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
this instrument by duly authorized agents and officers on this the 25' day of October, 2024.
ATTEST:
(Principal) Secretary
Witness as to Principal
ATTEST:
/V/*4
(Surety) Secretary
iietness as to Surety
PRINCIPAL:
Patcon Services, LLC
IC _
Signature
Name and Title
Address: PO Box 2423
4533 Franko Switch Road
Weatherford, Texas 76086
SURETY:
Lexington National Insurance Corporation
BY:
ignatur
Zach Mefferd, Attorney -in -Fact
Name and Title
Address: 11426 York Road, 2" `� Floor
Cockeysville, Maryland, 21030
Telephone Number: 410-625-0800
Note: If signed by an officer of the Surety, there must be on file a certified extract from the
bylaws showing that this person has authority to sign such obligation. If Surety's physical
address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 105493
Revised January 31, 2012
00 62 19 - l
Bond Nwnber: L265202-2127 MAINTENANCE BOND
Page 1 of 3
1 SECTION 00 62 19
2 MAINTENANCE BOND
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we Patcon Services, LLC , known as "Principal' herein and Lexington National
8 Insurance Corporation, a corporate surety (sureties, if more than one) duly authorized to do
9 business in the State of Texas, known as "Surety" herein (whether one or more), are held and
10 firmly bound unto the Developer, Mike Benton, authorized to do business in Texas
11 ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of
12 Three Hundred Seventy Thousand Fourteen and 51/100 Dollars ($370,014.51), lawful money of
13 the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum
14 well and truly be made jointly unto the Developer and the City as dual obligees and their
15 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly
16 and severally, firmly by these presents.
17
18 WHEREAS, Developer and City have entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth by and through a Community Facilities Agreement,
20 CPA Number 24-0127; and
21 WHEREAS, the Principal has entered into a certain written contract with the Developer
22 awarded the 10" day of October, 2024, which Contract is hereby referred to and a made part
23 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and
24 other accessories as defined by law, in the prosecution of the Work, including any Work resulting
25 from a duly authorized Change Order (collectively herein, the "Work") as provided for in said
26 Contract and designated as Rivercrest Addition, Lots 1, 2, 3, 4, Block 10; and
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28 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
29 accordance with the plans, specifications and Contract Documents that the Work is and will
30 remain free from defects in materials or workmanship for and during the period of two (2) years
31 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
32
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 105493
Revised January 31, 2012
006219-2
Bond Number: L265202-2127 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.
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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
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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
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19 PROVIDED FURTHER, that this obligation shall be continuous in nature and
20 successive recoveries may be had hereon for successive breaches.
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CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 105493
Revised January 31, 2012
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Bond Number: L265202-2127
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 25th day of October, 2024.
ATTEST:
(Principal) Secretary
Witness as to Principal
ATTEST:
(S Secretary
Witness as to Surety
PRINCIPAL:
Patcon Services, LLC
BY:
Signature
Name and Title
Address; PO Box 2423
4533 Franko Switch Road
Weatherford, Texas 76086
SURETY:
Lexington National Insurance Corporation
BY:
S ignaWA
Zach Mefferd, Attorney -in -Fact
Name and Title
Address: 11426 York Road, 2nd Floor
Cockeysville, Maryland, 21030
Telephone Number: 410-625-0900
*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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 105493
Revised Janumy 31, 2012
oikLEXINGTON NATIONAL.. P.O. Box 6098
INSURANCE CORPORATION Lutherville, Maryland 21094
DUAL OBLIGEE RIDER
(To be attached to Bond at time of issuance)
TO HE ATTACHED TO AND FORM PART OF Bond No. L265202-2127 , dated concurrently with the execution of this
Rider, by Lexington National Insurance Corporation as Surety, on
behalf of Patcon Services, LLC
as Principal, and in favor of Mike Benton
and City of Fort Worth as Obligees.
IT IS HEREBY UNDERSTOOD AND AGREED that the attached Bond is hereby amended to include the following:
Notwithstanding anything contained herein to the contrary, there shall be no liability on the part of the Principal or Surety
under this Bond to the Obligees, or either of them, unless the Obligees, or either of them, shall make payments to the Principal,
or to the Surety in case it arranges for completion of the Contract upon default of the Principal, strictly in accordance with the
terms of said Contract as to payments, and shall perform all the other obligations required to be performed under said Contract
at the time and in the manner therein set forth.
In no event shall the liability of the Principal and the Surety to the Obligee, or either of them, in the aggregate, exceed the penal
sum stated in the attached Bond.
IT IS FURTHER UNDERSTOOD AND AGREED that nothing contained in this Rider shall be held to change, alter or vary
the terms of the attached Bond except as set forth hereinabove. In the event of a conflict between the Bond and this Rider, the
parties agree that this Rider shall govern and control. All references to the Bond, either in the Bond or in this Rider, shall
include and refer to the Bond as supplemented and amended by this Rider. Except as provided by this Rider, all other terms
and conditions of the Bond remain in full force and effect.
This Rider may be executed in two or more counterparts, each of which shall be deemed an original, but which together shall
constitute one and some instrument.
SIGNED, SEALED AND DATED this 25th day of October 2024
PRINCIPAL: Patcon Services, LLC SURETY: Lexington National Insupnce Corporation
Signature: Si nature: 1
r�Atto y-in-Fact
Name and Title:
Agreed to and accepted by:
OBLIGEE: Mike Benton OBLIGEE: City of Fort Worth
Signature: Signature:
Name and Title: Name and Title:
IMPORTANT NOTICE —THIS POWER OF ATTORNEY IS VOID IF "LNIC Original" WATERMARK IS NOT PRESENT
POWER OF ATTORNEY
Lexington National Insurance Corporation
Lexington National Insurance Corporation, a corporation duly organized under the laws of the State of Florida and having its
principal administrative office in Baltimore County, Maryland, does hereby make, constitute and appoint:
Zach Mefferd, Zach Matter, Havilah Watson, Jimmy Brown, Tina Bockholt
as its true and lawful attorney -in -fact, each In their separate capacity, with full power and authority to execute, acknowledge, seal
and deliver on its behalf as surety any bond or undertaking of $6,000,000 or less. This Power of Attorney is void if used for any
bond over that amount. .. ,
This Power of Attorney is granted under and by authority of the following resolutions adopted by the Board of Directors of the
Company on February 15, 2018:
Be it Resolved, that the CEO, President or any Vice -President shall be and is hereby vested with full power,andauthority to appoint
suitable persons as Attorney -In -Fact to represent and act for and on behalf of the Company subject to the following provisions:
Attorney -in -Fact may be given full power and authority for and in the name of and on the behalf of the Co-1 pany,-to execute,
acknowledge and deliver any and all bonds, contracts, or indemnity and other conditional , obligatory undgrtakings,_including any
and all consents for the release of retained percentages and/or final estimates on enginbefing and construction contracts, and any
all notices and documents cancelling or terminating the Company's liability thereunder and any such iristrumentsso executed by
any Attorney -in Fact shall be binding upon the Company as if signed by the Presidenf and sealed by the Corporate Secretary,
RESOLVED further, that the signature of the CEO, President or any Vice -President of LEXWGTON NATIONAL INSURANCE
CORPORATION may be affixed by facsimile to any power of attorney, and the signatute of the Sepreta y or any Assistant Secretary and
the seal of the Company may be affixed by facsimile to any certificate of such power, or any such power or certificate bearing such
facsimile signature orseal shall be valid and binding on the Company. Any such power so executed and sealed and certified by certificate
so executed and sealed with respect to any bond to which R is attached continue to be valid and binding upon the Company.
IN WITNESS WHEREOF, the Company have caused this instrument to be signed and their corporate seal to be hereto affixed,
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Fn;lFrank, CEO
State of Maryland _
County of Harford County, SS:
Before me, a notary public, personally appeared, Ronald A. Frank, CEO of Lexington National Insurance Corporation, who proved to
me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to
me that he executed the same in his capacity, and that by his signature on the instrument the person, or the entity upon behalf of
which the person acted, executed the instrument.
I certify under the PENALTY of PERJURY under the laws of the State of Maryland that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.' - x,a^"scHH",q•.
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I, Lisa R. Slater, Secretary of Lexington National Insurance Corporation, do hereby certify that the above and foregoing is true and
correct copy of a Power of Attorney, executed by said company, which is still in full force and effect; furthermore, the resolutions of
the Boards of Directors, set out in the Power of Attorney are in full force and effect.
In vyit ess Whereof, ave hereunto set my hand and affixed the seal of said Companyat Baltimore, Maryland this day of
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Corpoi ate Seal: `"ttrtruurp,rr ( / /-/:iiC'G
```v�P,k\oNAL qo, Lisa R. Slater, Secretary
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STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Page
Article 1 — Definitions and Terminology..........................................................................................................1
1.01 Defined Terms...............................................................................................................................1
1.02 Terminology..................................................................................................................................5
Article2 —
Preliminary Matters......................................................................................................................... 6
2.01
Before Starting Construction........................................................................................................6
2.02
Preconstruction Conference.......................................................................................................... 6
2.03
Public Meeting.............................................................................................................................. 6
Article 3 — Contract Documents and Amending............................................................................................... 6
3.01 Reference Standards..................................................................................................................... 6
3.02 Amending and Supplementing Contract Documents.................................................................. 6
Article 4 — Bonds and Insurance....................................................................................................................... 7
4.01 Licensed Sureties and Insurers..................................................................................................... 7
4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7
4.03 Certificates of Insurance............................................................................................................... 7
4.04 Contractor's Insurance.................................................................................................................. 9
4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12
Article 5 —
Contractor's Responsibilities........................................................................................................12
5.01
Supervision and Superintendent.................................................................................................12
5.02
Labor; Working Hours................................................................................................................13
5.03
Services, Materials, and Equipment...........................................................................................13
5.04
Project Schedule..........................................................................................................................14
5.05
Substitutes and "Or-Equals".......................................................................................................14
5.06
Pre -Qualification of Bidders (Prime Contractors and Subcontractors).....................................16
5.07
Concerning Subcontractors, Suppliers, and Others...................................................................16
5.08
Wage Rates..................................................................................................................................18
5.09
Patent Fees and Royalties...........................................................................................................19
5.10
Laws and Regulations.................................................................................................................19
5.11
Use of Site and Other Areas.......................................................................................................19
5.12
Record Documents......................................................................................................................20
5.13
Safety and Protection..................................................................................................................21
5.14
Safety Representative.................................................................................................................21
5.15
Hazard Communication Programs.............................................................................................
22
5.16
Submittals....................................................................................................................................22
5.17
Contractor's General Warranty and Guarantee..........................................................................23
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
5.18 Indemnification........................................................................................................................... 24
5.19 Delegation of Professional Design Services..............................................................................24
5.20 Right to Audit: ............................................................................................................................ 25
5.21 Nondiscrimination.......................................................................................................................25
Article6 - Other Work at the Site...................................................................................................................26
6.01 Related Work at Site................................................................................................................... 26
Article7 City's Responsibilities...................................................................................................................26
7.01 Inspections, Tests, and Approvals.............................................................................................. 26
7.02 Limitations on City's Responsibilities.......................................................................................26
7.03 Compliance with Safety Program...............................................................................................27
Article 8 - City's Observation Status During Construction...........................................................................27
8.01 City's Project Representative.....................................................................................................27
8.02 Authorized Variations in Work.................................................................................................. 27
8.03 Rejecting Defective Work..........................................................................................................27
8.04 Determinations for Work Performed..........................................................................................28
Article9 - Changes in the Work.....................................................................................................................28
9.01 Authorized Changes in the Work............................................................................................... 28
9.02 Notification to Surety..................................................................................................................28
Article 10 - Change of Contract Price; Change of Contract Time................................................................28
10.01 Change of Contract Price............................................................................................................28
10.02 Change of Contract Time............................................................................................................28
10.03 Delays..........................................................................................................................................28
Article 11- Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29
11.01 Notice of Defects........................................................................................................................29
11.02 Access to Work........................................................................................................................... 29
11.03 Tests and Inspections.................................................................................................................. 29
11.04 Uncovering Work....................................................................................................................... 30
11.05 City May Stop the Work.............................................................................................................30
11.06 Correction or Removal of Defective Work................................................................................30
11.07 Correction Period........................................................................................................................ 30
11.08 City May Correct Defective Work............................................................................................. 31
Article12 - Completion.................................................................................................................................. 32
12.01 Contractor's Warranty of Title................................................................................................... 32
12.02 Partial Utilization........................................................................................................................ 32
12.03 Final Inspection...........................................................................................................................32
12.04 Final Acceptance.........................................................................................................................33
Article 13 - Suspension of Work....................................................................................................................33
13.01 City May Suspend Work............................................................................................................ 33
Article14 - Miscellaneous.............................................................................................................................. 34
14.01 Giving Notice.............................................................................................................................. 34
CITY OF FORT WORTH
STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.02 Computation of Times ......
14.03 Cumulative Remedies .......
14.04 Survival of Obligations.....
14.05 Headings ............................
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
34
34
35
35
0073 10- 1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
ARTICLE I — DEFINITIONS AND TERNHNOLOGY
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
M. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents 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 a part of the Work at the Site.
35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent — The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions —That part of the Contract Documents which amends or
supplements the General Conditions.
38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
40. Weekend Working Hours — Hours beginning at 9: 00 a. in. and ending at 5: 00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
CITY OF FORT WORTH
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
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-9
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 9 of 35
lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first -dollar basis, must be acceptable to and approved by the City.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage's and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
4.04 Contractor's Insurance
A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor's
performance of the Work and Contractor's other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 10
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 10 of 35
1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance
Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to
any other insurance or self-insurance programs afforded to the City. The Commercial General
Liability policy, shall have no exclusions by endorsements that would alter of nullify
premises/operations, products/completed operations, contractual, personal injury, or advertising
injury, which are normally contained with the policy, unless the City approves such exclusions
in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits o£
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.
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:
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.
V 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 11th 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 parry 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:
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1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 Final Acceptance
A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2. consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5. after all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 — SUSPENSION OF WORK
13.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
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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.
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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
011100-1
SUMMARY OF WORK
SECTION 01 11 00
SUMMARY OF WORK
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
Page 1 of 3
1. Summary of Work to be performed in accordance with the Contract Documents
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1 - General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Work Covered by Contract Documents
1. Work is to include furnishing all labor, materials, and equipment, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications.
B. Subsidiary Work
Any and all Work specifically governed by documentary requirements for the
project, such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
Use and occupy only portions of the public streets and alleys, or other public places
or other rights -of -way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
a. A reasonable amount of tools, materials, and equipment for construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised December 20, 2012
01 11 00 - 2
SUMMARY OF WORK
Page 2 of 3
b. Excavated and waste materials shall be stored in such a way as not to interfere
with the use of spaces that may be designated to be left free and unobstructed
and so as not to inconvenience occupants of adjacent property.
c. If the street is occupied by railroad tracks, the Work shall be carried on in such
manner as not to interfere with the operation of the railroad.
1) All Work shall be in accordance with railroad requirements set forth in
Division 0 as well as the railroad permit.
D. Work within Easements
1. Do not enter upon private property for any purpose without having previously
obtained permission from the owner of such property.
2. Do not store equipment or material on private property unless and until the
specified approval of the property owner has been secured in writing by the
Contractor and a copy furnished to the City.
3. Unless specifically provided otherwise, clear all rights -of -way or easements of
obstructions which must be removed to make possible proper prosecution of the
Work as a part of the project construction operations.
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
lawns, fences, culverts, curbing, and all other types of structures or improvements,
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
appurtenances thereof, including the construction of temporary fences and to all
other public or private property adjacent to the Work.
5. Notify the proper representatives of the owners or occupants of the public or private
lands of interest in lands which might be affected by the Work.
a. Such notice shall be made at least 48 hours in advance of the beginning of the
Work.
b. Notices shall be applicable to both public and private utility companies and any
corporation, company, individual, or other, either as owners or occupants,
whose land or interest in land might be affected by the Work.
c. Be responsible for all damage or injury to property of any character resulting
from any act, omission, neglect, or misconduct in the manner or method or
execution of the Work, or at any time due to defective work, material, or
equipment.
6. Fence
a. Restore all fences encountered and removed during construction of the Project
to the original or a better than original condition.
b. Erect temporary fencing in place of the fencing removed whenever the Work is
not in progress and when the site is vacated overnight, and/or at all times to
provide site security.
c. The cost for all fence work within easements, including removal, temporary
closures and replacement, shall be subsidiary to the various items bid in the
project proposal, unless a bid item is specifically provided in the proposal.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised December 20, 2012
01 11 00 - 3
SUMMARY OF WORK
Page 3 of 3
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised December 20, 2012
012500-1
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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
012500-2
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, the resulting cost and/or time reduction
will be documented by Change Order in accordance with the General Conditions.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
012500-3
SUBSTITUTION PROCEDURES
Page 3 of 4
4. No additional contract time will be given for substitution.
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 City's opinion, acceptance will require substantial revision of the original
design
d. In the City'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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
SUMMARY OF CHANGE
RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
CPN 105493
012500-4
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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Recommended
Not recommended
By
Date
Remarks
Date
Rej ected
Recommended
Received late
RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
CPN 105493
SECTION 01 31 19
PRECONSTRUCTION MEETING
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
013119-1
PRECONSTRUCTION MEETING
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. 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. 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 execution of the
Agreement and before Work is started.
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. Project Representative
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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised August 17, 2012
01 31 19 - 2
PRECONSTRUCTION MEETING
Page 2 of 3
e. Other City representatives
f. Others as appropriate
4. Construction Schedule
a. Prepare baseline construction schedule in accordance with Section 0132 16 and
provide at Preconstruction Meeting.
b. City will notify Contractor of any schedule changes upon Notice of
Preconstruction Meeting.
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
in. 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. M/WBE or MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
J. Questions or Comments
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised August 17, 2012
013119-3
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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised August 17, 2012
013120-1
PROJECT MEETINGS
Page 1 of 3
SECTION 01 31 20
PROJECT MEETINGS
[Specifier: This Specification is intended for use on projects designated as Tier 3 or Tier 4.]
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provisions for project meetings throughout the construction period to enable orderly
review of the progress of the Work and to provide for systematic discussion of
potential problems
B. Deviations 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
IWANNW41W.107Z%140IBlel89,11Zy0411171f.I
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. Schedule, attend and administer as specified, periodic progress meetings, and
specially called meetings throughout progress of the Work.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meetings administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
4. Meetings, in addition to those specified in this Section, may be held when requested
by the City, Engineer or Contractor.
B. Pre -Construction Neighborhood Meeting
1. After the execution of the Agreement, but before construction is allowed to begin,
attend 1 Public Meeting with affected residents to:
a. Present projected schedule, including construction start date
b. Answer any construction related questions
2. Meeting Location
a. Location of meeting to be determined by the City.
3. Attendees
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
013120-2
PROJECT MEETINGS
Page 2 of 3
a. Contractor
b. Project Representative
c. Other City representatives
4. Meeting Schedule
a. In general, the neighborhood meeting will occur within the 2 weeks following
the pre -construction conference.
b. In no case will construction be allowed to begin until this meeting is held.
C. Progress Meetings
1. Formal project coordination meetings will be held periodically. Meetings will be
scheduled and administered by Project Representative.
2. Additional progress meetings to discuss specific topics will be conducted on an as -
needed basis. Such additional meetings shall include, but not be limited to:
a. Coordinating shutdowns
b. Installation of piping and equipment
c. Coordination between other construction projects
d. Resolution of construction issues
e. Equipment approval
3. The Project Representative will preside at progress meetings, prepare the notes of
the meeting and distribute copies of the same to all participants who so request by
fully completing the attendance form to be circulated at the beginning of each
meeting.
4. Attendance shall include:
a. Contractor's project manager
b. Contractor's superintendent
c. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
d. Engineer's representatives
e. City's representatives
f. Others, as requested by the Project Representative
Preliminary Agenda may include:
a. Review of Work progress since previous meeting
b. Field observations, problems, conflicts
c. Items which impede construction schedule
d. Review of off -site fabrication, delivery schedules
e. Review of construction interfacing and sequencing requirements with other
construction contracts
f. Corrective measures and procedures to regain projected schedule
g. Revisions to construction schedule
h. Progress, schedule, during succeeding Work period
i. Coordination of schedules
j. Review submittal schedules
k. Maintenance of quality standards
1. Pending changes and substitutions
m. Review proposed changes for:
1) Effect on construction schedule and on completion date
2) Effect on other contracts of the Project
n. Review Record Documents
o. Review monthly pay request
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
013120-3
PROJECT MEETINGS
Page 3 of 3
p. Review status of Requests for Information
6. Meeting Schedule
a. Progress meetings will be held periodically as determined by the Project
Representative.
1) Additional meetings may be held at the request of the:
a) City
b) Engineer
c) Contractor
7. Meeting Location
a. The City will establish a meeting location.
1) To the extent practicable, meetings will be held at the Site.
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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
SUMMARY OF CHANGE
RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
CPN 105493
0132 16.1
CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE
Pagel of 5
1 SECTION 0132 16.1
2 CONSTRUCTION SCHEDULE - BASELINE EXAMPLE
3 PART1- GENERAL
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
The following is an example of a Contractor's project schedule that illustrates the data and
expectation for schedule content depicting the baseline for the project. This version of the
schedule is referred to as a "baseline" schedule. This example is intended to provide
guidance for the Contractor when developing and submitting a baseline schedule. See CFW
Specification 0132 16 Construction Schedule for details and requirements regarding the
Contractor's project schedule.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised August 13, 2021
�c
0
CFW - Integrated Program
�+ yttviry w � ettiviry iva me
O
No FTW - Project Manager
Project Schedule
uu I nu otaic I rinisn I rredecesscl sucessors
434 434 02-Apr-18 17 E-19 I
Pre -Construction
38
38
02-Apr-18
23May-18
8200 Award Construction Contract
0
0
02-Apr-18
8210 SW Pollution Prevention Plan (Contractor Prepare and Submit)
10
10
02-Apr-18
13Apr-18
8200
8220 Site VValkThrough
1
1
02-Apr-18
02-Apr-18
8200
82 PrwCon Sruction
38
38
02-Apr-18
23-May-18
8230 Notice To ProceedtPreConstmdion Meeting
1
1
17-Apr-18
17-Apr -18
8220
8240 Pre -Con ruction -Public Meeting
1
1
25-Apr-18
25-Apr-18
8230
8250 Mobilization
20
20
26-Apr-18
23May-18
8240
Construction Contract Execution
230
230
03Mi 18
01-Apr-19
83 Consludion
230
230
03Mi18
01-Apr-19
street
90
90
03Mi18
10-Sep-18
Water &Storm
40
40
03-Mi 18
28-J-18
3010 Temp Water
10
10
03Mi18
16-May-18
3000
3000 Constructor Start
0
0
03-Mey-18
8240
3020 Lay 8'' water and seMces
25
25
17-May-18+21-JJn-18
3010
3030 Toy p Paving Repair
5
5
22-Jurr18
2&JJrr18
3020
Paving.
45
45
0&,LF18=0-Sep-18
3040
Exravatlon
5
5
09-1 18
13Jul-18
3030
3050
Stabl¢ahon
5
5 I
16J1F18
20-Jul-18
3040
3060
Paving
30
30
23 J�N8
?I-Aug-18
3050
3070 Flat Work
20
20
06-Aug-18
31-Aug-18
3060
3080 Clean up
10
10
27-Aug18
10.Sep-18
3070
3090 Street 1 Complete
0
0
101
3080
Street 2
113
113
29-Jurr18
14Dec 18
Water &Storm
3100 Toy Water
63
10
63
10
29-Jun-18
29- Jun -18
27- Son -18
13Ju1-18
3030
p
3110 Lay 8'' water and services
3120 Temp Pavng Repair
3130 Lay 8'' Sewer and Sernces
3140 Temp Pavng Repair
15 15 1111-i8
03-Aug-18 3100
5 5 06-Aug-18
10-Aug-18 3110
8 8 13-Aug18
22-Aug13 13120
5 5 23Aug-18
23Aug18 3130
3150 Storm Drain & Structures 20 20 30-Aug-18 27Sep-18 3140
Paving ■ 45 45 05-Oct-18 10 Dec-18 ■
3160 Excavation 5 i 5 1 05-Oct-18 11-01-18 3150
3170 Stablizatlon 55 5�12-OOct-18-Oct-18 18-Oct18 3160
Actual Work • • Milestone
Remaining Work • • Critical Milestone
Critical Remaining Work • • Completed Milestone
8210, 8220
18230
8240
3000, 8250
3310
— �10
21T
3010, 8500
3030
3040, 3100
3050
3060
307Q 3180
3080
373 go
8510
3110
3120
3130
3140
3150,3220
3160
3170 250
13180
Data Date: 30-Mar-18
Ictal tutu 2uta 2u2
Flcat M AIMIJIJuIIAISIOINID JIFIMIAIMIJIJullAISIOINID JI
0 I I I I
396
0 � ;
424 F
0
396 - - - -
0
0
__________ __ - ____----- _'----- -
81 ............ j
g I I I I
140
0
p
Y4Y3,
110
0
— - - •_ ' _ __________ __ - __________'_____ -
110 -- -
140
140
--------- ------ --- ----- ----_ -
iT
0 I
0
0
0 I I
67
—. -- -------- ---- - - ----- ---------------------- -------- __---
77
67
77
Remainin...
Actual Lev... CIP-01B - Neighborhood Street
Project Ba... Construction Baseline Schedule Example
FORT WORTH®
00
CFW - Integrated Program
Aarvity iu
ectivi[y Name w
3180 1 Paving 20
3190 Flat Work
20
3100 Clean up
10
3210 Street 2 Complete
0
Street
80
Water & Sloan i
13
?qn TPnnin tar
4
3230
Lay 8'' water and sofvco�
8
3240 1
Temp Pavng Repair
1
Paving
50
3250
3260
3270
3280
Excavation
Stablization
Pavng
Flat Work
5
5
20
20
3290
Clean up
10
3300
Street 3 Complete
0
Street 4
Water &Storm
3310 Temp Water
3320 Lay 8'' water and services
13,
69
6
20
3
3330 Temp Paving Repair
3340
Lay 8'' Sewer Lines L-3203 & L-8346 and Services
20
3350
Lay 8'' Sewer Lines L-3212 & L-8355 and Services
15
3360
Temp Paving Repair
5
Paving
_
60
3370
3380
Excavation
Stablization
10
10
3390
Paving
20
3400
at Work
20
3410
Clean up
10
3420
Street 4 Complete/Substantial Complete
0
Inspections
85
8500
Inspection
8520 I Coy plate Punch List Tasks
Actual Work •
Remaining Work O
Critical Remaining Work •
275
225
10
+
Project Schedule
MU I Jtatt
20 19 Oct18
20 02 Nov-18
10 27-Nov-18
0
80 30-Aug18
13 30-Arl
4 30-Ari
8 06-Se&18
1 18-Sep 18
50 12-Oct 18
5 12-Oct-18
5 19-Oct-18
20 26-Oct-18
20 15-Nov-18
10 11-Dea 18
0
134 1 &Sep-18
69 13Sep-18
6 1&Sep 18
20 27-Sep-18
3 25-Oct-18
20 30-Oct-18
15 &N-18
5 2CDec 18
60 07-Jan-19
10 07-Jan-19
10 22-Jan-19
20 05-Feb-19
20 25Feb-19
10 19Mar-19
0
276 03May-18
276 03-May-18
225 03May-13
10 02-Apr-19
30 1 16-Apr-19
O Milestone Remainin...
O Critical Milestone Actual Lev...
• Completed Milestone Project Ba...
Data Date: 30-Mar-18
riym rredecessc sucessors
Iota)
tutu
2ula tutu
Float
M A M J J A S O N D
I I I lal I I I I
J F M A M J J A S O N D J F
I I I I I lal I I I I I
15-Nov-18 1 3170, 2R 12190
77
03Dec18 3180 ' 3200
77
10-Deo-18 3190 3210
77
'
-
10-Dec18 3200 8510
77
------
r
---------- ----- - ------ ------
24-Dec18-
67',,
1&Sep-18
0
OSSep-18 3140 3230
0
_________ _
_--__----_;----- -
17Sep -18 13220 3240
0
18-Sep-18 3230
3250, 3310
0
24-Dec-18 T�
67
18-Oct-18 3240, 31t 3260
67
25-Oct18 3250 3270
67
�------
_
26-Nov-18 3260 3280
-- --
67
___ - �' - -�' - --------_—___-
---_--- - --------------- ------- -
- -' - _-'
17-Dec 18 3270 3290
57
24-Dec-18 3280 3300
57
I----------
-' --'- - -' -
24-Dec-18 3290 8510
67
'
01-Apr-19
0
27-Dec-18
I�0
26-Sep-18
3240, 82!
3320
0 -1' -- ---s' ----- -', ---- - - '
24-Oct-18
3310
3330
0',',
2&Oct-18
3320
3340
0
2&Nov-18
3330
3350
--- ----- '---�-- __---- -- -
0 ------ ;'------;'----_,-1' ------ --- 1'
1&De&18
3340
3360
0
27-Dec18
3350
3370
0'
01-Apr-19
_ _____
_ -____.._ __._ ________
_________ ___________________
_, -__
18-mi
3360
3380
0
04-Feb-19
3370 3390
04-Mar-19
3380
3400
---- ----- _---
_--__---- -- ----- -
0 1' _-
25Mar-19
3390
3410
0
01-Apr-19
3400
3420
0,
01-Apr-19
3410
8510
----_----- _------ ---
0
-- ------------- ---- �I
OSJJ n-19
'Gf
05-Ji n-19
0
��I'----------1-----�----1
25Mar-19
3000
' 8510
5
15-Apr-19
3420, 33r
2&May-19
8510
8530
0
CIP-01B - Neighborhood Street FORT WORTH!
rn
Construction Baseline Schedule Example
uA
CFW - Integrated Program
ActNity l u
Project Schedule
Data Date: 30-Mar-18
Actia na— VU KU JTa It "'I" YY2dace55[ SLIWaSS Iota) tutu 2ulu tutu
Float MI AI MIJIJwIAIs 0INIDIJIFIMIAIM J11,1AISAlNIDIJIF
8530 Final Welk Through for Completed Punch List Tasl6 1 I 1 05-Juni I 05-J-19 18520 18540 I 0
8540 Corl±ion Final Completion 0 0 05-Jin 8530 9100, 9110 0
Closeout 135 135 06-Jun-19 17-Deo-19 0
90 Closeout 135 135 06-Jun-19 17-Dec 19 0 I1111II
Construction Contract Close-out 135 135 06-Jun-19 17-Deo-19 _ 0
As-ButSurvey 5 5 06-Jun-19 12-Jin-19 25
9100 AsBuilt Survey (Submitted by Contractor) 5 5 05-Juni i 12-J-19 8540 9110 I 25 ;___
contract Closeout 135 135 06-1uo-197-Deo-19
— i
9110 Contract Reconciliation 30 30 06-Juni 18-Jul-19 '9100 85= 9120 0
9120 Submittals (ProCloseout Documentation) 38 38 1`}J.It19 11Sep-19 i.9110 9130 0 �I I fI
9130
9140 Final Construction Contract Invoice Paid
9150 Construt
9160 Lessons
Actual Work O O Milestone
Remaining Work O O Critical Milestone
Critical Remaining Work • • Completed Milestone
M
23-Od-19
9120
9140
-0
'
14-No+r19 14-Nw-19
9130
9150
0,
14-Nrn-19
9140
9160
G- - _-- �' - __1I
I - _-'
17 Dec 19 17-Dec 19
9150
0
o Remainin... FORT WORTH. 00
Actual Lev... CIP-01B - Neighborhood Street
Project Ba... Construction Baseline Schedule Example
dA
A O
DATE
July 20, 2018
0132 16.1
CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE
Page 5 of 5
END OF SECTION
NAME
M. Jarrell Initial Issue
Revision Log
SUMMARY OF CHANGE
May 7, 2021 M Owen Revised name due to revising the schedule specification
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised August 13, 2021
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
0132 16.2
CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE
Pagel of 5
SECTION 0132 16.2
CONSTRUCTION SCHEDULE - PROGRESS EXAMPLE
PART1- GENERAL
The following is an example of a Contractor's project schedule that illustrates the data and
expectation for schedule content depicting the progress for the project. This version of the
schedule is referred to as a "progress" schedule. This example is intended to provide
guidance for the Contractor when developing and submitting a progress schedule. See
CFW Specification 0132 16 Construction Schedule for details and requirements regarding
the Contractor's project schedule.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised August 13, 2021
H
~c
0
CFW - Integrated Program
H
�+ yttviry 1u � ettiviry iva me
O
No FTW - Project Manager
Project Schedule
Data Date: 30-Apr-18
w I u I rnys�caiio eurroteaotart ezrrolearinisn otarc rinisn ictai vanance-IJ� lute turn
CA mplete Eloat Finish [Date `"IJlL� JI'1 lAl WjL�
432 411 102Apr-18 117 Doc 19 02Apr-18A I 130ec-19 0 2
Pre -Construction 38 11 02-Apr-18 23May-18 02-Apr-18A 15May-18 400 6
8200 Award Construction Contrail 0 0 100% 102Apr-18 02Apr-18A--
8220 Site VValkThrough 1 0 100% 02Apr-18 02- Apr -18 02- Apr -18A 02- Apr -18A 0 '
8210 SW Pollution Prevention Plan (Contractor Prepare and Submity 10 0 100°5 02Apr-18 13Apr-18 02Apr-18A 13-Apr-18 A 0
8230 Notice To ProceeciPreConstruQlOn Meeting 1 0 100% 17-Apr-18 17-Apr-18 17-Apr-18A 17-Apr-18A 0 j - -
8240 Pre -Construction - Public Meeting 1 0 10095 25Apr-18 25-Apr 18 1&Apr-18A 19-Apr-18A 4
82 Pre -Construction 38 11 0% 02-Apr-18 23Mar-18 02-Apr-18A 16May-18 85 5
8250 Medication 20 11 50% 26-Apr-18 23-May-18 18-Apr-18A 15-May-18 85 6
Constrwtlon Contract Execution 220 230 03May-18 01-Apr-19 01avlay-18 2&Mar-Mar 0 2
83 conshu dion 230 230 0% 03May-18 01-Apr-19 014vlay-18 2&Mar-19 0 2
street 90 90 03Ma-18 10-Se 18 01avla 18 OSSe 18 140 2
y P 1 3 P
Water &Starin 40 40 1 03May-18 2&,L o-18 014vlay-18 26-L rF18 0 2 I
3000 Construction Start 0 0 1 D46 03May-18 01avley-18 0 2
3010 Tern VVater 10 10 0% 03May-18 16-MW18 01-May-18 14-MEW18 0 2 I-- ------------ ��'-----�
3020 Lay 8'' water and sevices 25 25 0% 17-May-18 21-JJn-18 15-May-18 19-JJn-18 0 2
—;
3030 Temp Paving Repair 5 5 040 22-Jun-18 2&,L rr18 20-Jun-18 26-ll rr18 0 2
Paving. 45 45 l 09-Juk18 10-Seg18 O5Juk18 05-Sep-18 140
3040 Excavation 5 5 0% �09-Jul-18 13,llF18 0`Juk18 11-Jull 110 2
3050 Stablization 5 5 0% 1&Jull 20-JLM 12JuF18�2'98Au,'188
Ju2110 2
3060 Pamng 30 30 0% 23Jul 31-Aug18 1&Jukl8 110 2
-----3071 Flat Work 20 20 T 046 Of Aug-18 31-Aug17 02-Aug1829-Aug18 140 2
3080 Clean up 10 10 0% 27-Aug-18 10-Seg18� 23Aug18OFSep-18 140 2
. --- - ----- -----
3090 Street 1 Complete 0 0 1 0%. 10-Sep-18-1 06-Sep-18 140 2 1 i
Street 113 113 2&Jun-18 14�o-18 27.Jurr18 060ec-18 77
Water &Slam 63 63 2&Jun-18 27-Sep -18 27.Jun-18 25 Sep 67 1
3100 Temp Water 10 10 0% 2&Jun-18 13Ji
3110 La
3120 Tem
3130 La
3140 Tern
8'' water and services
p Pavng Repair
8'' Sewer and Seances
p Pavng Repair
15 15
0%
16-Jull
03-A
5 5
0%
06-Aug18
10-A
8 8
0%
13Aug18
22A
5 5
0%
23Aug-18
29-A
F18
27.Jurr18
11-Jull 0
2
ug18
121u F18
01-Aug18 0
2
ug18
02 Aug-18
0&Aug18 0
2
ug18
09-Aug18
Aug-18 0
2
ug-18
21-Aug
27-Au918 0
2
e 18
28-Au 18
9SSer.18 1 67
3150
Storm Orain & Structures
20
20 0% 30-Aug18 27 Sep
g-
Paving
■
45
45 05Oct 18 10-Dwo-18
03-Od 18
3160
Exnvation
5 i
5
0% ! O5Oat 18 i 11-Oct-18
03-0ct-18
3170
I Stablizatlon
5 I
5
dR6 112Oct 18 118-Oct 18
10 Oct18
Actual Work • • Milestone
Remaining Work • • Critical Milestone
Critical Remaining Work • • Completed Milestone
060ec-18 77 2
09- Oct -18 67 2
16-0c[-18 77 2
Remainin...
Actual Lev... CIP-01P - Neighborhood Street
Project Ba... Construction Progress Schedule Example
FORT WORTH®
N
0
0
N
N
W
CFW - Integrated Program
Project Schedule
cnAl Narne
w
t�
-iyr_a o o?art �.-e,ett -inisi
��_-'o.ec.
Complete
3180
Paang
20
20
� 19Oct 18
115-Nov-18
3190
Flat Work
20
20
0% 102-Nw-18
03-Deo-18
3200
Clean up
10
10
046 27-Nw-18
'10-Dea18
3210
Street 2 Complete
0
0
0%
*D- c18
Street 3
80
80
30-Aug-18
24-Dec18
Water &Storm
13
13
, 30-Aug-18
18-Sep-18
3220
Temp Water
4
4
0%
30-Aug-18
0`S.p 18
3230
1Lay 8" water end seMaeS
S
8
046
6-Sep-18
17-Sep 18
3240
Temp Pawng Repair
1
1
046
1&Sep-18
1&SeC18
Paving.
7
12-Oct-18
24Deo-18
3250
Excavation
5
5 C% 12-Oct.18
18-Oct-18
3260
Stablizatlon
5
-5 0% 19-Oct-18
25-Oct18
I 3270
Parong
20
20 0% 260ct-18
26-Nov-18
3280
Flat Work
20
20 0% 16-Nov-18
17-[)go-18
3290
Clean up
-10
10 0% 11Dec 18
24-Dwo-18
3300
Street 3 Complete
0
0 0%
24-Dec18
Street
134
134 ,__]W119Sep
8
01-Apr-19
Water &Storm
69
69 1JJW
19-Sep-18
27-Dec18
3310
Temp Water
6
6 0%
19Sep-18
26-Se ,18
315110
Lay 8lf water and services
20
20 A 274p-18
1L4-04-18
r 3330
Temp Paving Pepair
3
3, 0% 250ct-18
2&Oct-18
3340
Lay 8" Sewer Lines L-3203 & L-8346 and Services
20
20 0% 30-O F 18
28-Nov-18
3350
Lay 8'' Sewer Lines L-3212 & L-8355 and Services
15
15 0% 29Nov-18
19Do-18
3360
Temp Pawing Repair
5
5 0.% 20-Dec-IS
27 Dec 18
Paving
60�
60 � 07-Jan-19
01-Apr-19
3370
Excavation
10
_JM
10 0% 07-Jan-19
18-fin-19
r 3380
Stablization
10
10 0% 22-Jan-19
04-Feb-19
3390
Paving
20
20 0% 05-Feb19
04-Mar-19
3400
Flat Work
20
20 0% 26-Feb19
25-Mar-19
3410
Clean up
10
10 0% 19Mar19.
01-Apr-19
3420
Streomplete/Substantial Complete
Street
0
0 Q%
01-Apr-19
Inspections
276
276 03May-18
O5_Jarr19
8500
Inspection
225
225 090 03May-18
25-Mar-19
i 8t1U
Hnal l nspection
1U
1U
U96
U2-Apr-19
1t-Apr-19
8520
Com plate Punch List Tasks
30
30
0%
16-Apr-19
28-May-19
i 8540
Constru lion Final Completion
0 I
0
0%I0
5-,L n-19
Actual Work O
Remaining Work O
Critical Remaining Work •
17Oct 18
31-0ct18
21-Noy 18
28-Aug18
2&Aug-18
2&Aug18
04Sep 18
14Sep 18
10-Oct 18
10-Oct-18
17-Oct18
24-Oct-18
14-Nov 18
07-Dec--18
17Sep 18
17-Sep-18
17Sep 18
25-Sep-�63
23-0ct-18
25-Od 18
27-Nov-18
18iDee 18
03-Jan-19
03-Jan-19
17-Jan-19
01-Feb19
22Feb 19
15-Mar-19
01-may-18
01-May-18
29�ar-19
12-Apr-19
Data Date: 30-Apr-18
13 w-18
77 2
29rdNov-18
77 2
I
%-Dec-18
77 2
=
063ec-18
77 2
20-Dec-18
67 .2
14-Sep-18
01
-
31-Aug18
0 2
1ISIP -18
0 2
14Sep-18
0 2
_
20-Dec-18
67r 2
16-0ct-18
67 2',
23-Oct18
67 2
20-Nw-18
61 2 - --
_
13-Dec-18
67 2
20-Dec-18
67 2
20 Dec18
67 2
i
2111ar19
0 2
24-Dec-18
2 2
24Sep-18
0 2
-
_ ____._
-' --
26-6ct-18
6 2
25-0ct-18
0 2
25-Nw-18
0 -2 --
17-Dec -18
0 2
24-Dec-18
0 2'
2&Mar-19
0 2-1. -
_ _ -- -,,
16-Jan-19
0 2
31-Jan-19
0 2
28-Feb19
0 2
-- '
21-Mar-19
0 2
28Mama
0 2
28-Mar19
0 2
03�A1 rr19
01
21-Mar-19
5 2
I
11-Apr-19
U 2
- ----
23-May-19
6 2',
03�11 rr1fl
OI 2
O Milestone Remainin... FORT WORTH. uo
O Critical Milestone Actual Lev... CIP-01P - Neighborhood Street
• Completed Milestone Project Ba... Construction Progress Schedule Example
CFW - Integrated Program
I
Project Schedule
y lu ActmM1y Name
OU
KU
CL F'roJec[
Start tlL YroJec[ Finlsn
Marc
Fmlh
I
I I
Complete,
I
I I
I
8530 Final WalkThrough for Completed Punch List Tasks
1
1
0%
05-Jun-19
�05-J1n-19 I
03-Jun-19
03-J1n-19
85 Inspection
275
276
T 0%
03May-18
05-Jtrr19 —v
01-May-18
03-llrr19
Closeout
135
135
06-Jun-19
17D-19
04-Jun-19
13De&19
90 Closeout
135
135
0%
06-Ju -19
17-Deo-19
04-Jun-19
13De&19
Construction Contract Closeout
135
135
06J-19
17 Doc 19
04-Jun-19
13Di9
As-BultSurvey
5
5
O6-Jun-19
12-Jan-19
04-Jun-19
10-Jan-19
9100 As -Built Survey(Suhmltted Contractor)
5
5
0%
06-Jun-19
12-J1n-19
04-Jun-19
i 10-J1n-19
Contract Ckseo[R
135
135
06-Ju -19
17 D-19
04-Jun-19 --E13Dos
19
9110 Contract Reconciliation
30
30
0%
06J-19
18-,LN9
04-Jun-19
16-Jul19
9120 Submlttals(ProLect Closeout Documentation)
36
38
0%
19-Jul-19
11-Sep-19
17Ju1 9
09-Sep-19
9130 Notice of Completion/Green Sheet
0
0
0%
23Oct-19
21-Oct-19
9140 Final Construction Contract Invoice Paid
1
1
0%
14-Nov-19-
14-Nov-19
12-Nov-19
12-Nov-19
9150 Construction Contract nosed
_0
0
09'v
14-Nov-19
1�Naa-19
9160 Lessons Learned
1
1
bib
17-0 Jsi
17-D c 19
13Deo-19
13Doc 19
Data Date: 30-Apr-18
mtoI-nance-IL At I Lulu
Float Finish Date w,IdlJIJIAlIIIL JII I JIJIAlI INL JI
0 2
0 2
0 2
0
0 2
25 2
25 2
0 2
0 2
0 2 I I I
0 2
0 2
0 2 I I I
Actual Work O O Milestone o Remainin... -
CIP01P Neighborhood Street FORT WORTH,,
Remaining Work O O Critical Milestone Actual Le✓... -- D
Critical Remaining Work • ♦ Completed Milestone Project Ba... Construction Progress Schedule Example
DATE
July 20, 2018
0132 16.2
CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE
Page 5 of 5
END OF SECTION
NAME
M. Jarrell Initial Issue
Revision Log
SUMMARY OF CHANGE
May 7, 2021 M Owen Revised name due to revising the schedule specification
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised August 13, 2021
0132 16.3
—PROGRESS NARRATIVE
Page 1 of 1
SECTION 0132 16.3
CONSTRUCTION PROJECT SCHEDULE PROGRESS NARRATIVE
Reporting Period: Date Issued:
Project Name: Contractor Company Name:
City Project No: Contractor Schedule Contact:
City Project Manager:
A. List of activities changed in the reporting period.
1. (insert text here)
2. (insert text here)
3. (insert text here)
4. (insert text here)
5. (insert text here)
6. (insert text here)
B. List any potential delays and provide mitigation actions
1. (insert text here)
2. (insert text here)
3. (insert text here)
C. List any actual delays and provide recovery actions
1. (insert text here)
2. (insert text here)
3. (insert text here)
City of Fort Worth, Texas
Construction Project Schedule Narrative Report for CFW Projects
Revised August 13, 2021
Page 1 of 1
01 3216 -1
CONSTRUCTION PROGRESS SCHEDULE
Page 1 of 10
1 SECTION 0132 16
2 CONSTRUCTION SCHEDULE
3 PART 1 - GENERAL
4 1.1 SUMMARY
5
A.
Section Includes:
6
1. General requirements for the preparation, submittal, updating, status reporting and
7
management of the Construction Progress Schedule
8
2. Specific requirements are presented in the City of Fort Worth Schedule Guidance
9
Document
10
B.
Deviations from this City of Fort Worth Standard Specification
11
1. None.
12
C.
Related Specification Sections include, but are not necessarily limited to:
13
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
14
2. Division 1— General Requirements
15
D.
Purpose
16
The City of Fort Worth (City) is committed to delivering quality, cost-effective
17
infrastructure to its citizens in a timely manner. Akey tool to achieve this purpose is a
18
properly structured schedule with accurate updates. This supports effective monitoring
19
of progress and is input to critical decision making by the project manager throughout
20
the life of the project. Data from the updated project schedule is utilized in status
21
reporting to various levels of the City organization and the citizenry.
22
23
This Document complements the City's Standard Agreement to guide the construction
24
contractor (Contractor) in preparing and submitting acceptable schedules for use by the
25
City in project delivery. The expectation is the performance of the work follows the
26
accepted schedule and adhere to the contractual timeline.
27
28
The Contractor will designate a qualified representative (Project Scheduler) responsible
29
for developing and updating the schedule and preparing status reporting as required by
30
the City.
31
1.2 PRICE
AND PAYMENT PROCEDURES
32
A.
Measurement and Payment
33
1. Work associated with this Item is considered subsidiary to the various items bid.
34
No separate payment will be allowed for this Item.
35
2. Non-compliance with this specification is grounds for City to withhold payment of
36
the Contractor's invoices until Contractor achieves said compliance.
37
1.3 REFERENCES
38 A. Project Schedules
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised August 13, 2021
01 3216 - 2
CONSTRUCTION PROGRESS SCHEDULE
Page 2 of 10
1 Each project is represented by City's master project schedule that encompasses the
2 entire scope of activities envisioned by the City to properly deliver the work. When the
3 City contracts with a Contractor to perform construction of the Work, the Contractor
4 will develop and maintain a schedule for their scope of work in alignment with the
5 City's standard schedule requirements as defined herein. The data and information of
6 each such schedule will be leveraged and become integral in the master project
7 schedule as deemed appropriate by the City's Project Control Specialist and approved
8 by the City's Project Manager.
10 1. Master Project Schedule
11 The master project schedule is a holistic representation of the scheduled activities
12 and milestones for the total project and be Critical Path Method (CPM) based. The
13 City's Project Manager is accountable for oversight of the development and
14 maintaining a master project schedule for each project. When the City contracts for
15 the design and/or construction of the project, the master project schedule will
16 incorporate elements of the Design and Construction schedules as deemed
17 appropriate by the City's Project Control Specialist. The assigned City Project
18 Control Specialist creates and maintains the master project schedule in P6 (City's
19 scheduling software).
20
21 2. Construction Schedule
22 The Contractor is responsible for developing and maintaining a schedule for the
23 scope of the Contractor's contractual requirements. The Contractor will issue an
24 initial schedule for review and acceptance by the City's Project Control Specialist
25 and the City's Project Manager as a baseline schedule for Contractor's scope of
26 work. Contractor will issue current, accurate updates of their schedule (Progress
27 Schedule) to the City at the end of each month throughout the life of their work.
28 B. Schedule Tiers
29 The City has a portfolio of projects that vary widely in size, complexity and content
30 requiring different scheduling to effectively deliver each project. The City uses a
31 "tiered" approach to align the proper schedule with the criteria for each project. The
32 City's Project Manager determines the appropriate schedule tier for each project, and
33 includes that designation and the associated requirements in the Contractor's scope of
34 work. The following is a summary of the "tiers".
35
36 1. Tier 1: Small Size and Short Duration Project (design not required)
37 The City develops and maintains a Master Project Schedule for the project. No
38 schedule submittal is required from Contractor. City's Project Control Specialist
39 acquires any necessary schedule status data or information through discussions with
40 the respective party on an as -needed basis.
41
42 2. Tier 2: Small Size and Short to Medium Duration Project
43 The City develops and maintains a Master Project Schedule for the project. The
44 Contractor identifies "start" and "finish" milestone dates on key elements of their
45 work as agreed with the City's Project Manager at the kickoff of their work effort.
46 The Contractor issues to the City, updates to the "start" and "finish" dates for such
47 milestones at the end of each month throughout the life of their work on the project.
48
49 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration
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1 The City develops and maintains a Master Project Schedule for the project. The
2 Contractor develops a Baseline Schedule and maintains the schedule of their
3 respective scope of work on the project at a level of detail (generally Level 3) and in
4 alignment with the WBS structure in Section I AH as agreed by the Project
5 Manager. The Contractor issues to the City, updates of their respective schedule
6 (Progress Schedule) at the end of each month throughout the life of their work on the
7 project.
8 C. Schedule Types
9 Project delivery for the City utilizes two types of schedules as noted below. The City
10 develops and maintains a Master Project Schedule as a "baseline" schedule and issue
11 monthly updates to the City Project Manager (end of each month) as a "progress"
12 schedule. The Contractor prepares and submits each schedule type to fulfill their
13 c ontractual requirements.
14
15 1. Baseline Schedule
16 The Contractor develops and submits to the City, an initial schedule for their scope
17 of work in alignment with this specification. Once reviewed and accepted by the
18 City, it becomes the `Baseline" schedule and is the basis against which all progress
19 is measured. The baseline schedule willbe updated when there is a change or
20 addition to the scope of work impacting the duration of the work, and only after
21 receipt of a duly authorized change order issued by the City. In the event progress is
22 significantly behind schedule, the City's Project Manager may authorize an update
23 to the baseline schedule to facilitate a more practical evaluation of progress. An
24 example of a Baseline Schedule is provided in Specification 01 32 16.1
25 Construction Project Schedule Baseline Example.
26
27 2. Progress Schedule
28 The Contractor updates their schedule at the end of each month to represent the
29 progress achieved in the work which includes any impact from authorized changes
30 in the work. The updated schedule must accurately reflect the current status of the
31 work at that point in time and is referred to as the "Progress Schedule". The City's
32 Project Manager and Project Control Specialist reviews and accepts each progress
33 schedule. In the event a progress schedule is deemed not acceptable, the
34 unacceptable issues are identified by the City within 5 working days and the
35 Contractor must provide an acceptable progress schedule within 5 working days
36 after receipt of non -acceptance notification. An example of a Progress Schedule is
37 provided in Specification 01 32 16.2 Construction Project Schedule Progress
38 Example.
39 D. City Standard Schedule requirements
40 The following is an overview of the methodology for developing and maintaining a
41 schedule for delivery of a project.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
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1. Schedule Framework - The schedule will be based on the defined scope of work
and follow the (Critical Path Methodology) CPM method. The Contractor's
schedule will align with the requirements of this specification and will be cost
loaded to reflect their plan for execution. Compliance with cost loading can be
provided with traditional cost loading of line items OR a projected cost per
month for the project when the initial schedule is submitted, updated on a
quarterly basis is significant change is anticipated. Overall schedule duration
will align with the contractual requirements for the respective scope of work and be
reflected in City's Master Project Schedule. The Project Number and Name of the
Project is required on each schedule and must match the City's project data.
E. Schedule File Name
All schedules submitted to the City for a project will have a file name that begins with
the City's project number followed by the name of theproject followed by baseline (if
a baseline schedule) or the year and m onth (if a progress schedule), as shown below.
• Baseline Schedule File Name
Format: City Project Number Project Name _Baseline
Example: 101376 North Montgomery Street HMAC_Baseline
• Progress Schedule File Name
Format: City Project Number Project Name _YYYW MM
Example: 101376 North Montgomery Street HMAC_2018_01
• Project Schedule Progress Narrative File Name
Format: City Project Number _Project Name PN_YYYY-MM
Example: 101376 North Montgomery Street HMAC_PN 2018_01
F. Schedule Templates
The Contractor will utilize the relevant sections from the City's templates provided in
the City's document management system as the basis for creating their respective
project schedule. Specifically, the Contractor's schedule will align with the layout of
the Construction section. The templates are identified by type of project as noted
below.
• Arterials
• Aviation
• Neighborhood Streets
• Sidewalks (later)
• Quiet Zones (later)
• Street Lights (later)
• Intersection Improvements (later)
• Parks
• Storm water
• Street Maintenance
• Traffic
• Water
G. Schedule Calendar
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1 The City's standard calendar for schedule development purposes is based on a 5-day
2 workweek and accounts for the City's eight standard holidays (New Years, Martin
3 Luther King, Memorial, Independence, Labor, Thanksgiving, day after Thanksgiving,
4 Christmas). The Contractor will establish a schedule calendar as part of the schedule
5 development process and provide to the Project Control Specialist as part of the basis
6 for their schedule. Variations between the City's calendar and the Contractor's
7 calendar must be resolved prior to the City's acceptance of their Baseline project
8 schedule.
10 H. WBS & Milestone Standards for Schedule Development
11 The scope of work to be accomplished by the Contractor is represented in the schedule
12 in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the
13 development of the schedule activities and shall be imbedded and depicted in the
14 schedule.
15
16 The following is a summary of the standards to be followed in preparing and
17 maintaining a schedule for project delivery.
18
19 1. Contractor is required to utilize the City's WBS structure and respective
20 project type template for "Construction" as shown in Section 1.4.1-lbelow.
21 Additional activities may be added to Levels 1 - 4 to accommodate the needs
22 of the organization executing the work. Specifically the Contractor will add
23 activities under WBS XXXXXX.80.83 "Construction Execution" that
24 delineates the activities associated with the various components of the work.
25
26 2. Contractor is required to adhere to the City's Standard Milestones as shown
27 in Section 1.4.I below. Contractorwillinclude additional milestones
28 representing intermediate deliverables as required to accurately reflect their
29 scope of work.
30
31 I. Schedule Activities
32 Activities are the discrete elements of work that make up the schedule. They will be
33 organized under the umbrella of the WBS. Activity descriptions should adequately
34 describe the activity, and in some cases the extent of the activity. All activities are
35 logically tied with a predecessor and a successor. The only exception to this rule is for
36 "project start" and "project finish" milestones.
37
38 The activity duration is based on the physical amount of work to be performed for the
39 stated activity, with a maximum duration of 20 working days OR a continuous activity
40 in one location. If the work for any one activity exceeds 20 days, break that activity
41 down incrementally to achieve this duration constraint. Any exception to this requires
42 review and acceptance by the City's Project Control Specialist.
43
44 J. Change Orders
45 When a Change Order is issued by the City, the impact is incorporated into the
46 previously accepted baseline schedule as an update, to clearly show impact to the
47 project timeline. The Contractor submits this updated baseline schedule to the City for
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
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review and acceptance as described in Section 1.5 below. Updated baseline schedules
adhere to the following:
1. Time extensions associated with approved contract modifications are limited to the
actual amount of time the project activities are anticipated to be delayed, unless
otherwise approved by the Program Manager.
2. The re-baselined schedule is submitted by the Contractor within ten workdays after
the date of receipt of the approved Change Order.
3. The changes in logic or durations approved by the City are used to analyze the impact
of the change and is included in the Change Order. The coding for a new activity(s)
added to the schedule for the Change Order includes the Change Order number in the
Activity ID. Use as many activities as needed to accurately show the work of the
Change Order. Revisions to the baseline schedule are not effective until accepted by
the City.
K City's Work Breakdown Structure
WBS Code WBS Name
XXXXXX Project Name
XXXXXX.30 Design
XXXXXX.30.10
Design Contractor Agreement
XXXXXX.30.20
Conceptual Design (3 0%)
XXXXXX.30.30
Preliminary Design (60%)
XXXXXX.30.40
Final Design
XXXXXX.30.50
Environmental
XXXXXX.30.60
Permits
XXXXXX.30.60.10
Permits - Identification
XXXXXX.30.60.20
Permits - Review/Approve
XXXXXX.40 ROW & Easements
XXXXXX.40.10
ROW Negotiations
XXXXXX.40.20
Condemnation
XXXXXX.70 Utility Relocation
XXXXXX.70.10
Utility Relocation Co-ordination
XXXXXX.80 Construction
XXXXXX.80.81
Bid and Award
XXXXXX.80.83
Construction Execution
XXXXXX. 80. 85
Inspection
XXXXXX.80.86
Landscaping
XXXXXX.90 Closeout
XXXXXX.90.10
Construction Contract Close-out
XXXXXX.90.40
Design Contract Closure
L. City's Standard Milestones
The following milestone activities (i.e., important events on a project that mark critical
points in time) are of particular interest to the City and must be reflected in the project
schedule for all phases of work.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
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1
Activity ID
Activitv Name
2
Design
3
3020
Award Design Agreement
4
3040
Issue Notice to Proceed - Design Engineer
5
3100
Design Kick-off Meeting
6
3120
Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water,
7
Water & Sewer
8
3150
Peer Review Meeting/Design Review meeting (technical)
9
3160
Conduct Design Public Meeting #1 (required)
10
3170
Conceptual Design Complete
11
3220
Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic,
12
Parks, Storm Water, Water & Sewer
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3250
Conduct Design Public Meeting #2 (required)
14
3260 Preliminary Design Complete
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3310
Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water,
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Water & Sewer
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3330
Conduct Design Public Meeting #3 (if required)
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3360
Final Design Complete
19
ROW & Easements
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4000
Right of Way Start
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4230
Right of Way Complete
22
Utility Relocation
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7000
Utilities Start
24
7120
Utilities Cleared/Complete
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Construction
26
Bid and Award
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8110
Start Advertisement
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8150
Conduct Bid Opening
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8240
Award Construction Contract
30
Construction Execution
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8330
Conduct Construction Public Meeting #4 Pre -Construction
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8350
Construction Start
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8370
Substantial Completion
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8540
Construction Completion
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9130
Notice of Completion/Green Sheet
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9150
Construction Contract Closed
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9420
Design Contract Closed
38
39 1.4 SUBMITTALS
40 A. Schedule Submittal & Review
41 The City's Project Manager is responsible for reviews and acceptance of the Contractor's
42 schedule. The City's Project Control Specialist is responsible for ensuring alignment of
43 the Contractor's baseline and progress schedules with the Master Project Schedule as
44 support to the City's Project Manager. The City reviews and accepts or rejects the
45 schedule within ten workdays of Contractor's submittal.
46
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
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1 1. Schedule Format
2 The Contractor will submit each schedule in two electronic forms, one in native file
3 format (.xer, .xml, .mpx) and the second in a pdf format, in the City's document
4 management system in the location dedicated for this purpose and identified by the
5 Project Manager. In the event the Contractor does not use Primavera P6 or MS
6 Project for scheduling purposes, the schedule information must be submitted in .xls or
7 .xlsx format in compliance with the sample layout (See Specification 0132 16.1
8 Construction Project Schedule Baseline Example), including activity predecessors,
9 successors and total float.
10
11 2. Initial & Baseline Schedule
12 The Contractor will develop their schedule for their scope of work and submit their
13 initial schedule in electronic form (in the file formats noted above), in the City's
14 document management system in the location dedicated for this purpose at least 5
15 working days prior to Pre Construction Meeting.
16
17 The City's Project Manager and Project Control Specialist review this initial schedule
18 to determine alignment with the City's Master Project Schedule, including format &
19 WBS structure. Following the City's review, feedback is provided to the Contractor
20 for their use in finalizing their initial schedule and issuing (within five workdays) their
21 Baseline Schedule for final review and acceptance by the City.
22
23 3. Progress Schedule
24 The Contractor will update and issue their project schedule (Progress Schedule) by the
25 last day of each month throughout the life of their work on the project. The Progress
26 Schedule is submitted in electronic form as noted above, in the City's document
27 management system in the location dedicated for this purpose.
28
29 The City's Project Control team reviews each Progress Schedule for data and
30 information that support the assessment of the update to the schedule. In the event
31 data or information is missing or incomplete, the Project Controls Specialist
32 communicates directly with the Contractor's scheduler for providing same. The
33 Contractor re -submits the corrected Progress Schedule within S workdays, following
34 the submittal process noted above. The City's Project Manager and Project Control
35 Specialist review the Contractor's progress schedule for acceptance and to monitor
36 performance and progress.
37
38 The following list of items are required to ensure proper status information is
39 contained in the Progress Schedule.
40 • Baseline Start date
41 • Baseline Finish Date
42 • % Complete
43 • Float
44 • Activity Logic (dependencies)
45 • Critical Path
46 • Activities added or deleted
47 • Expected Baseline Finish date
48 • Variance to the Baseline Finish Date
49
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1 B. Monthly Construction Status Report
2 The Contractor submits a written status report (referred to as a progress narrative) at the
3 monthly progress meeting (if monthly meetings are held) or at the end of each month to
4 accompany the Progress Schedule submittal, using the standard format provided in
5 Specification 0132 16.3 Construction Project Schedule Progress Narrative. The content
6 of the Construction Project Schedule Progress Narrative should be concise and complete
7 to include only changes, delays, and anticipated problems.
8
9 C. Submittal Process
10 • Schedules and Monthly Construction Status Reports are submitted in in the City's
11 document management system in the location dedicated for this purpose.
12 • Once the project has been completed and Final Acceptance has been issued by the
13 City, no further progress schedules or construction status reports are required from
14 the Contractor.
15 1.
16 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
17 1.6 CLOSEOUT SUBMITTALS [NOT USED]
18 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
19 1.8 QUALITY ASSURANCE
20 A. The person preparing and revising the construction Progress Schedule shall be
21 experienced in the preparation of schedules of similar complexity.
22 B. Schedule and supporting documents addressed in this Specification shallbe prepared,
23 updated and revised to accurately reflect the performance of the construction.
24 C. Contractor is responsible for the quality of all submittals in this section meeting the
25 standard of care for the construction industry for similar projects.
26 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED]
27 1.10 FIELD [SITE] CONDITIONS [NOT USED]
28 1.11 WARRANTY [NOT USED]
29 1.12 ATTACHMENTS
30 Spec 01 32 16.1 Construction Project Schedule Baseline Example
31 Spec 01 32 16.2 Construction Project Schedule Progress Example
32 Spec 01 32 16.3 Construction Project Schedule Progress Narrative
33
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
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CONSTRUCTION PROGRESS SCHEDULE
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2 PART 2 - PRODUCTS [NOT USED]
3 PART 3 - EXECUTION [NOT USED]
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
8/13/2021 Michael Owen Revised to update specification requirements and eliminate duplicate schedule
specifications.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
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013233-1
PRECONSTRUCTION VIDEO
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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. 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. 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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
01 32 33 - 2
PRECONSTRUCTION VIDEO
PART 3 - EXECUTION [NOT USED]
Page 2 of 2
END OF SECTION
Revision Log
DATE NAME
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
SUMMARY OF CHANGE
RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
CPN 105493
SECTION 0133 00
SUBMITTALS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
013300-1
SUBMITTALS
Pagel of 8
General methods and requirements of submissions applicable to the following
Work -related submittals:
a. Shop Drawings
b. Product Data (including Standard Product List submittals)
c. Samples
d. Mock Ups
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
d) Purchasing
e) Fabrication
f) Delivery
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.
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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:
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
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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
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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
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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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised December 20, 2012
01 33 00 - 5
SUBMITTALS
Page 5 of 8
a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding the number
previously specified.
K. Submittal Review
1. The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c. Approving departures from details furnished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a. All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
comments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised December 20, 2012
01 33 00 - 6
SUBMITTALS
Page 6 of 8
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non -conforming items that were noted.
c) Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor's risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City's
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative's then prevailing rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
7. Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City's
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c. The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the City at least 7 Calendar Days prior to release for
manufacture.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised December 20, 2012
01 33 00 - 7
SUBMITTALS
Page 7 of 8
9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L. Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M. Qualifications
1. If specifically required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
N. Request for Information (RFI)
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. Use the Request for Information (RFI) form provided by the City.
3. Numbering of RFI
a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and
increasing sequentially with each additional transmittal.
4. Sufficient information shall be attached to permit a written response without further
information.
5. The City will log each request and will review the request.
a. If review of the project information request indicates that a change to the
Contract Documents is required, the City will issue a Field Order or Change
Order, as appropriate.
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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised December 20, 2012
013300-8
SUBMITTALS
Page 8 of 8
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised December 20, 2012
0135 13- 1
SPECIAL PROJECT PROCEDURES
Page 1 of 8
1 SECTION 0135 13
2 SPECIAL PROJECT PROCEDURES
3 [Text in Blue is for information or guidance. Remove all blue text in the final project document.]
4 PART1- GENERAL
6 A. Section Includes:
7 1. The procedures for special project circumstances that includes, but is not limited to:
8 a. Coordination with the Texas Department of Transportation
9 b. Work near High Voltage Lines
10 c. Confined Space Entry Program
11 d. Use of Explosives, Drop Weight, Etc.
12 e. Water Department Notification
13 f. Public Notification Prior to Beginning Construction
14 g. Coordination with United States Army Corps of Engineers
15 h. Coordination within Railroad permits areas
16 i. Dust Control
17 j. 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 1.2 PRICE AND PAYMENT PROCEDURES
25 A. Measurement and Payment
26 1. Coordination within Railroad permit areas
27 a. Measurement
28 1) Measurement for this Item will be by lump sum.
29 b. Payment
30 1) The work performed and materials furnished in accordance with this Item
31 will be paid for at the lump sum price bid for Railroad Coordination.
32 c. The price bid shall include:
33 1) Mobilization
34 2) Inspection
35 3) Safety training
36 4) Additional Insurance
37 5) Insurance Certificates
38 6) Other requirements associated with general coordination with Railroad,
39 including additional employees required to protect the right-of-way and
40 property of the Railroad from damage arising out of and/or from the
41 construction of the Project.
42 2. Railroad Flagmen
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised March 11, 2022
013513-2
SPECIAL PROJECT PROCEDURES
Page 2 of 8
1 a. Measurement
2 1) Measurement for this Item will be per working day.
3 b. Payment
4 1) The work performed and materials furnished in accordance with this Item
5 will be paid for each working day that Railroad Flagmen are present at the
6 Site.
7 c. The price bid shall include:
8 1) Coordination for scheduling flagmen
9 2) Flagmen
10 3) Other requirements associated with Railroad
11 3. All other items
12 a. Work associated with these Items is considered subsidiary to the various Items
13 bid. No separate payment will be allowed for this Item.
14 1.3 REFERENCES
15 A. Reference Standards
16 1. Reference standards cited in this Specification refer to the current reference
17 standard published at the time of the latest revision date logged at the end of this
18 Specification, unless a date is specifically cited.
19 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
20 High Voltage Overhead Lines.
21 1.4 ADMINISTRATIVE REQUIREMENTS
22 A. Coordination with the Texas Department of Transportation
23 1. When work in the right-of-way which is under the jurisdiction of the Texas
24 Department of Transportation (TxDOT):
25 a. Notify the Texas Department of Transportation prior to commencing any work
26 therein in accordance with the provisions of the permit
27 b. All work performed in the TxDOT right-of-way shall be performed in
28 compliance with and subject to approval from the Texas Department of
29 Transportation
30 B. Work near High Voltage Lines
31 1. Regulatory Requirements
32 a. All Work near High Voltage Lines (more than 600 volts measured between
33 conductors or between a conductor and the ground) shall be in accordance with
34 Health and Safety Code, Title 9, Subtitle A, Chapter 752.
35 2. Warning sign
36 a. Provide sign of sufficient size meeting all OSHA requirements.
37 3. Equipment operating within 10 feet of high voltage lines will require the following
38 safety features
39 a. Insulating cage -type of guard about the boom or arm
40 b. Insulator links on the lift hook connections for back hoes or dippers
41 c. Equipment must meet the safety requirements as set forth by OSHA and the
42 safety requirements of the owner of the high voltage lines
43 4. Work within 6 feet of high voltage electric lines
44 a. Notification shall be given to:
45 1) The power company (example: ONCOR)
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised March 11, 2022
013513-3
SPECIAL PROJECT PROCEDURES
Page 3 of 8
1 a) Maintain an accurate log of all such calls to power company and record
2 action taken in each case.
3 b. Coordination with power company
4 1) After notification coordinate with the power company to:
5 a) Erect temporary mechanical barriers, de -energize the lines, or raise or
6 lower the lines
7 c. No personnel may work within 6 feet of a high voltage line before the above
8 requirements have been met.
9 C. Confined Space Entry Program
10 1. Provide and follow approved Confined Space Entry Program in accordance with
11 OSHA requirements.
12 2. Confined Spaces include:
13 a. Manholes
14 b. All other confined spaces in accordance with OSHA's Permit Required for
15 Confined Spaces
16 DELETE the below item, if not required for project. The following link is to Fact Sheet re: Air
17 Permitting:
18 htt)s://www.tceq.texas.aov/assets/public/l)ermittina/air/factsheets/Hermit-factsheet.i)df
19 D. TCEQ Air Permit
20 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ.
21 E. Use of Explosives, Drop Weight, Etc.
22 1. When Contract Documents permit on the project the following will apply:
23 a. Public Notification
24 1) Submit notice to City and proof of adequate insurance coverage, 24 hours
25 prior to commencing.
26 2) Minimum 24 hour public notification in accordance with Section 0131 13
27 F. Water Department Coordination
28 1. During the construction of this project, it will be necessary to deactivate, for a
29 period of time, existing lines. The Contractor shall be required to coordinate with
30 the Water Department to determine the best times for deactivating and activating
31 those lines.
32 2. Coordinate any event that will require connecting to or the operation of an existing
33 City water line system with the City's representative.
34 a. Coordination shall be in accordance with Section 33 12 25.
35 b. If needed, obtain a hydrant water meter from the Water Department for use
36 during the life of named project.
37 c. In the event that a water valve on an existing live system be turned off and on
38 to accommodate the construction of the project is required, coordinate this
39 activity through the appropriate City representative.
40 1) Do not operate water line valves of existing water system.
41 a) Failure to comply will render the Contractor in violation of Texas Penal
42 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor
43 will be prosecuted to the full extent of the law.
44 b) In addition, the Contractor will assume all liabilities and
45 responsibilities as a result of these actions.
46 G. Public Notification Prior to Beginning Construction
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised March 11, 2022
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013513-4
SPECIAL PROJECT PROCEDURES
Page 4 of 8
1. Prior to beginning construction on any block in the project, on a block by block
basis, prepare and deliver a notice or flyer of the pending construction to the front
door of each residence or business that will be impacted by construction. The notice
shall be prepared as follows:
a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to
beginning any construction activity on each block in the project area.
1) Prepare flyer on the Contractor's letterhead and include the following
information:
a) Name of Project
b) City Project No (CPN)
c) Scope of Project (i.e. type of construction activity)
d) Actual construction duration within the block
e) Name of the contractor's foreman and phone number
f) Name of the City's inspector and phone number
g) City's after-hours phone number
2) A sample of the `pre -construction notification' flyer is attached as Exhibit
A.
3) City of Fort Worth Door Hangers will be provided to the Contractor for
distribution with their notice.
4) Submit schedule showing the construction start and finish time for each
block of the project to the inspector.
5) Deliver flyer to the City Inspector for review prior to distribution.
b. No construction will be allowed to begin on any block until the flyer and door
hangers are delivered to all residents of the block.
H. Public Notification of Temporary Water Service Interruption during Construction
1. In the event it becomes necessary to temporarily shut down water service to
residents or businesses during construction, prepare and deliver a notice or flyer of
the pending interruption to the front door of each affected resident.
2. Prepared notice as follows:
a. The notification or flyer shall be posted 24 hours prior to the temporary
interruption.
b. Prepare flyer on the contractor's letterhead and include the following
information:
1) Name of the project
2) City Project Number
3) Date of the interruption of service
4) Period the interruption will take place
5) Name of the contractor's foreman and phone number
6) Name of the City's inspector and phone number
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.
I. Coordination with United States Army Corps of Engineers (USACE)
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised March 11, 2022
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013513-5
SPECIAL PROJECT PROCEDURES
Page 5 of 8
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.
J. 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.
3. Railroad Flagmen
a. Submit receipts to City for verification of working days that railroad flagmen
were present on Site.
K. 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.
L. Employee Parking
1. Provide parking for employees at locations approved by the City.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised March 11, 2022
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013513-6
SPECIAL PROJECT PROCEDURES
Page 6 of 8
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]
DATE NAME
8/31/2012 D. Johnson
3/11/2022 M Owen
13
END OF SECTION
Revision Log
SUMMARY OF CHANGE
1.4.13— Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit
Remove references to Air Pollution watch Days and NCTCOG Clean construction
Specification requirements. Clarify need for Door Hangers under in addition to
contractor notification of public.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised March 11, 2022
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01 35 13-7
SPECIAL PROJECT PROCEDURES
Page 7 of 8
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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised March 11, 2022
2
3
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Date:
EXHIBIT B
FORTWORT11,
DOE NO. XXXX
Project Name:
013513-8
SPECIAL PROJECT PROCEDURES
Page 8 of 8
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)
Flyt7
MR. AT
(CITY INSPECTOR) (TELEPHONE NUMBER)
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU,
,CONTRACTOR
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised March 11, 2022
01 45 23
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 external
FTP site approved by the City.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised March 9, 2020
01 45 23
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
3/9/2020 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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised March 9, 2020
015000-1
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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
01 50 00 - 2
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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
01 50 00 - 3
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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
01 50 00 - 4
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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
SUMMARY OF CHANGE
RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
CPN 105493
01 55 26 -1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
1 SECTION 0155 26
2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Administrative procedures for:
7 a. Street Use Permit
8 b. Modification of approved traffic control
9 c. Removal of Street Signs
10 B. Deviations from this City of Fort Worth Standard Specification
11 1. None.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
14 2. Division 1— General Requirements
15 3. Section 34 71 13 — Traffic Control
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES
21 A. Reference Standards
22 1. Reference standards cited in this specification refer to the current reference standard
23 published at the time of the latest revision date logged at the end of this
24 spec ific ation, unles s a date is spec ific ally c ited.
25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A. Traffic Control
28 1. General
29 a. Contractor shall minimize lane closures and impact to vehicular/pedestrian
30 traffic.
31 b. When traffic control plans are included in the Drawings, provide Traffic
32 Control in accordance with Drawings and Section 34 71 13.
33 c. When traffic control plans are not included in the Drawings, prepare traffic
34 controlplans in accordance with Section 34 71 13 and submit to City for
35 review.
36 1) Allow minimum 10 working days for review of proposed Traffic Control.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised March 22, 2021
01 55 26 - 2
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2of3
1 2) A traffic control "Typical" published by City of Fort Worth, the Texas
2 Manual Unified Traffic Control Devices (TMUTCD) or Texas Department
3 of Transportation (TxDOT) can be used as an alternative to preparing
4 project/site specific traffic control plan if the typical is applicable to the
5 specific project/site.
6 B. Street Use Permit
7 1. Prior to installation of Traffic Control, a City Street Use Permit is required.
8 a. To obtain Street Use Permit, submit Traffic Control Plans to City
9 Transportation and Public Works Department.
10 1) Allow a minimum of 5 working days for permit review.
11 2) It is the Contractor's responsibility to coordinate review of Traffic Control
12 plans for Street Use Permit, such that construction is not delayed.
13 C. Modification to Approved Traffic Control
14 1. Prior to installation traffic control:
15 a. Submit revised traffic control plans to City Department Transportation and
16 Public Works Department.
17 1) Revise Traffic Controlplans in accordance with Section 34 71 13.
18 2) Allow minimum 5 working days for review of revised Traffic Control.
19 3) It is the Contractor's responsibility to coordinate review of Traffic Control
20 plans for Street Use Permit, such that construction is not delayed.
21 D. Removal of Street Sign
22 1. If it is determined that a street sign must be removed for construction, then contact
23 City Transportation and Public Works Department, Signs and Markings Division to
24 remove the sign.
25 E. Temporary Signage
26 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
27 requirements of the latest edition of the Texas Manual on Uniform Traffic Control
28 Devices (MUTCD).
29 2. Install temporary sign before the removal of permanent sign.
30 3. When construction is complete, to the extent that the permanent sign can be
31 reinstalled, contact the City Transportation and Public Works Department, Signs
32 and Markings Division, to reinstall the permanent sign.
33 F. Traffic Control Standards
34 1. Traffic Control Standards can be found on the City's web site.
35 1.5 SUBMITTALS [NOT USED]
36 A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised March 22, 2021
1
2
3
4
5
6
7
8
01 55 26 - 3
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
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]
9 PART 3 - EXECUTION [NOT USED]
10
11
12
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
1.4 A. Added language to emphasize minimizing of lane closures and impact to
traffic.
1.4 A. 1. c. Added language to allow for use of published traffic control "Typicals" if
3/22/2021 M Owen applicable to specific project/site.
1.4 F. 1) Removed reference to Buzzsaw
1.5 Added language re: submittal of permit
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised March 22, 2021
015713-1
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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
01 57 13 - 2
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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
0157 13 -3
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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
SUMMARY OF CHANGE
RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
CPN 105493
SECTION 0158 13
TEMPORARY PROJECT SIGNAGE
PART1- GENERAL
1.1 SUMMARY
015813-1
TEMPORARY PROJECT SIGNAGE
Page 1 of 3
A. Section Includes:
1. Temporary Project Signage Requirements
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, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART2- PRODUCTS
2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USEDI
2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
A. Design Criteria
1. Provide free standing Project Designation Sign in accordance with City's Standard
Details for project signs.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
01 58 13 - 2
TEMPORARY PROJECT SIGNAGE
Page 2 of 3
B. Materials
1. Sign
a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better
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 INSTALLATION
A. General
1. Provide vertical installation at extents of project.
2. Relocate sign as needed, upon request of the City.
B. Mounting options
a. Skids
b. Posts
c. Barricade
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
A. General
1. Maintenance will include painting and repairs as needed or directed by the City.
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
0158 13 -3
TEMPORARY PROJECT SIGNAGE
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
SECTION 0160 00
PRODUCT REQUIREMENTS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
01 60 00
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. A list of City approved products for use is available through the City's website at:
https:Happs.fortworthtexas.gov/ProjectResources/ and following the directory path;
02 - Construction Documents/Standard Products List
B. 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.
C. 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.
D. 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.
E. 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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised March 9, 2020
01 60 00
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
3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City's website.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised March 9, 2020
016600-1
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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
01 66 00 - 2
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
4. Deliver products or equipment in manufacturer's original unbroken cartons or other
containers designed and constructed to protect the contents from physical or
environmental damage.
5. Clearly and fully mark and identify as to manufacturer, item and installation
location.
6. Provide manufacturer's instructions for storage and handling.
B. Handling Requirements
1. Handle products or equipment in accordance with these Contract Documents and
manufacturer's recommendations and instructions.
C. Storage Requirements
1. Store materials in accordance with manufacturer's recommendations and
requirements of these Specifications.
2. Make necessary provisions for safe storage of materials and equipment.
a. Place loose soil materials and materials to be incorporated into Work to prevent
damage to any part of Work or existing facilities and to maintain free access at
all times to all parts of Work and to utility service company installations in
vicinity of Work.
3. Keep materials and equipment neatly and compactly stored in locations that will
cause minimum inconvenience to other contractors, public travel, adjoining owners,
tenants and occupants.
a. Arrange storage to provide easy access for inspection.
4. Restrict storage to areas available on construction site for storage of material and
equipment as shown on Drawings, or approved by City's Project Representative.
5. Provide off -site storage and protection when on -site storage is not adequate.
a. Provide addresses of and access to off -site storage locations for inspection by
City's Project Representative.
6. Do not use lawns, grass plots or other private property for storage purposes without
written permission of owner or other person in possession or control of premises.
7. Store in manufacturers' unopened containers.
8. Neatly, safely and compactly stack materials delivered and stored along line of
Work to avoid inconvenience and damage to property owners and general public
and maintain at least 3 feet from fire hydrant.
9. Keep public and private driveways and street crossings open.
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
satisfaction of City's Project Representative.
a. Total length which materials may be distributed along route of construction at
one time is 1,000 linear feet, unless otherwise approved in writing by City's
Project Representative.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
016600-3
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A. Tests and Inspections
1. Inspect all products or equipment delivered to the site prior to unloading.
B. Non -Conforming Work
1. Reject all products or equipment that are damaged, used or in any other way
unsatisfactory for use on the project.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION
A. Protect all products or equipment in accordance with manufacturer's written directions.
B. Store products or equipment in location to avoid physical damage to items while in
storage.
C. Protect equipment from exposure to elements and keep thoroughly dry if required by
the manufacturer.
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
01 66 00 - 4
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
01 70 00 - 1
MOBILIZATION AND REMOBILIZATION
Page 1 of 6
1 SECTION 0170 00
2 MOBILIZATION AND REMOBILIZATION
3 [Text in Blue is for information or guidance. Remove all blue text in the final project document.]
4 PART1- GENERAL
5 1.1 SUMMARY
6 A. Section Includes:
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
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
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised November 22, 2016
017000-2
MOBILIZATION AND REMOBILIZATION
Page 2 of 6
1 a. Mobilization and Demobilization
2 1) Mobilization shall consist of the activities and cost on a Work Order basis
3 necessary for:
4 a) Transportation of Contractor's personnel, equipment, and operating
5 supplies to the Site for the issued Work Order.
6 b) Establishment of necessary general facilities for the Contractor's
7 operation at the Site for the issued Work Order
8 2) Demobilization shall consist of the activities and cost necessary for:
9 a) Transportation of Contractor's personnel, equipment, and operating
10 supplies from the Site including disassembly for each issued Work
11 Order
12 b) Site Clean-up for each issued Work Order
13 c) Removal of all buildings or other facilities assembled at the Site for
14 each Work Oder
15 b. Mobilization and Demobilization do not include activities for specific items of
16 work for which payment is provided elsewhere in the contract.
17 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
18 a. A Mobilization for Miscellaneous Projects when directed by the City and the
19 mobilization occurs within 24 hours of the issuance of the Work Order.
20 B. Deviations from this City of Fort Worth Standard Specification
21 1. None.
22 C. Related Specification Sections include, but are not necessarily limited to:
23 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
24 2. Division 1 — General Requirements
25 1.2 PRICE AND PAYMENT PROCEDURES
26 A. Measurement and Payment [Consult City Department/Division for direction on if
27 Mobilization pay item to be included or the item should be subsidiary. Include the
28 appropriate Section 1.2 A. 1.]
29 1. Mobilization and Demobilization [If subsidiary]
30 a. Measure
31 1) This Item is considered subsidiary to the various Items bid.
32 b. Payment
33 1) The work performed and materials furnished in accordance with this Item
34 are subsidiary to the various Items bid and no other compensation will be
35 allowed.
36 [OR]
37 1. Mobilization and Demobilization [If bid item included for Mobilization —
38 Consultant to provide a maximum % of adjusted contract amount based on the
39 anticipated mobilization costs to limit the amount bid for this item]
40 a. Measure
41 1) This Item will be measured by the lump sum or each as the work
42 progresses. Mobilization is calculated on the base bid only and will not be
43 paid for separately on any additive alternate items added to the Contract.
44 2) Demobilization shall be considered subsidiary to the various bid items.
45 b. Payment
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised November 22, 2016
017000-3
MOBILIZATION AND REMOBILIZATION
Page 3 of 6
1
1) For this Item, the adjusted Contract amount will be calculated as the total
2
Contract amount less the lump sum for mobilization. Mobilization shall be
3
made in partial payments as follows:
4
a) When 1% of the adjusted Contract amount for construction Items is
5
earned, 50% of the mobilization lump sum bid or [Insert % the maximum
6
allowed] % of the total Contract amount, whichever is less, will be paid.
7
b) When 5% of the adjusted Contract amount for construction Items is
8
earned, 75% of the mobilization lump sum bid or [Insert the maximum
9
allowed]% of the total Contract amount, whichever is less, will be paid.
10
Previous payments under the Item will be deducted from this amount.
11
c) When 10% of the adjusted Contract amount for construction Items is
12
earned, 100% of the mobilization lump sum bid or [Insert the maximum
13
allowed]% of the total Contract amount, whichever is less, will be paid.
14
Previous payments under the Item will be deducted from this amount.
15
d) A bid containing a total for "Mobilization" in excess of [Insert
16
maximum allowed] % of total contract shall be considered unbalanced
17
and a cause for consideration of rejection.
18
e) The Lump Sum bid for "Mobilization — Paving/Drainage" shall NOT
19
include any cost or sum for mobilization items associated with
20
water/sewer items. Those costs shall be included in the various
21
water/sewer bid Items. Otherwise the bid Items shall be considered
22
unbalanced and a cause for consideration of rejection.
23
f) The Lump Sum bid for "Mobilization — Paving" shall NOT include
24
any cost or sum for mobilization items associated with drainage items.
25
Those costs shall be included in the "Mobilization — Drainage" Lump
26
Sum bid Item. Otherwise the bid Items shall be considered unbalanced
27
and a cause for consideration of rejection.
28
g) The Lump Sum bid for "Mobilization — Drainage" shall NOT
29
include any cost or sum for mobilization items associated with paving
30
items. Those costs shall be included in the "Mobilization — Paving"
31
Lump Sum bid Item. Otherwise the bid Items shall be considered
32
unbalanced and a cause for consideration of rejection.
33
2) The work performed and materials furnished for demobilization in
34
accordance with this Item are subsidiary to the various Items bid and no other
35
compensation will be allowed.
36
[OR]
37 1. Mobilization and Demobilization [If multiple "Mobilization " bid items are used
38 due to different funding (ex. Water and Sewer and Paving and/or Drainage) —
39 Provide detail of each bid item - Consultant to provide detail for each bid item
40 (typically Water/Sewer will be subsidiary and Paving/Drainage will be LS, with
41 possibly separate bid items for Paving and Drainage due to funding).]
42 a. Measure
43 1) This item for Water/Sewer improvements is considered subsidiary to the
44 various Items bid.
45 2) "Mobilization — Paving," "Mobilization — Drainage," and/or "Mobilization
46 — Paving/Drainage" will be measured by the lump sum or each as the work
47 progresses. Mobilization is calculated on the base bid only and will not be
48 paid for separately on any additive alternate items added to the Contract.
49 3) Demobilization shall be considered subsidiary to the various bid items.
50 b. Payment
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised November 22, 2016
017000-4
MOBILIZATION AND REMOBILIZATION
Page 4 of 6
1
1) The work performed and materials furnished in accordance with this Item
2
for Water/Sewer improvements are subsidiary to the various Items bid and no
3
other compensation will be allowed.
4
2) "Mobilization — Paving," "Mobilization — Drainage," and/or "Mobilization
5
— Paving/Drainage", the adjusted Contract amount will be calculated as the
6
total Contract amount for paving, drainage or paving/drainage improvements
7
less the lump sum for mobilization. Mobilization shall be made in partial
8
payments as follows:
9
a) When 1% of the adjusted Contract amount for construction Items is
10
earned, 50% of the mobilization lump sum bid or [Insert % the maximum
11
allowed] % of the total paving, drainage, or paving/drainage Contract
12
amount, whichever is less, will be paid.
13
b) When 5% of the adjusted Contract amount for construction Items is
14
earned, 75% of the mobilization lump sum bid or [Insert the maximum
15
allowed]% of the total paving, drainage, or paving/drainage Contract
16
amount, whichever is less, will be paid. Previous payments under the Item
17
will be deducted from this amount.
18
c) When 10% of the adjusted Contract amount for construction Items is
19
earned, 100% of the mobilization lump sum bid or [Insert the maximum
20
allowed]% of the total paving, drainage, or paving/drainage Contract
21
amount, whichever is less, will be paid. Previous payments under the Item
22
will be deducted from this amount.
23
d) A bid containing a total for "Mobilization" in excess of [Insert
24
maximum allowed] % of total paving, drainage or paving/drainage
25
contract shall be considered unbalanced and a cause for consideration
26 of rejection.
27 3) The work performed and materials furnished for demobilization in
28 accordance with this Item are subsidiary to the various Items bid and no other
29 compensation will be allowed.
30 2. Remobilization for suspension of Work as specifically required in the Contract
31 Documents
32 a. Measurement
33 1) Measurement for this Item shall be per each remobilization performed.
34 b. Payment
35 1) The work performed and materials furnished in accordance with this Item
36 and measured as provided under "Measurement" will be paid for at the unit
37 price per each "Specified Remobilization" in accordance with Contract
38 Documents.
39 c. The price shall include:
40 1) Demobilization as described in Section 1.1.A.2.a.1)
41 2) Remobilization as described in Section 1.1.A.2.a.2)
42 d. No payments will be made for standby, idle time, or lost profits associated this
43 Item.
44 3. Remobilization for suspension of Work as required by City
45 a. Measurement and Payment
46 1) This shall be submitted as a Contract Claim in accordance with Article 10
47 of Section 00 72 00.
48 2) No payments will be made for standby, idle time, or lost profits associated
49 with this Item.
50 4. Mobilizations and Demobilizations for Miscellaneous Projects
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised November 22, 2016
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
017000-5
MOBILIZATION AND REMOBILIZATION
Page 5 of 6
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Work Order Mobilization" in accordance with Contract
Documents. Demobilization shall be considered subsidiary to mobilization
and shall not be paid for separately.
c. The price shall include:
1) Mobilization as described in Section 1.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Work Order Emergency Mobilization" in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
30
1.3
REFERENCES [NOT USED]
31
1.4
ADMINISTRATIVE REQUIREMENTS [NOT USED]
32
1.5
SUBMITTALS [NOT USED]
33
1.6
INFORMATIONAL SUBMITTALS [NOT USED]
34
1.7
CLOSEOUT SUBMITTALS [NOT USED]
35
1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
36
1.9
QUALITY ASSURANCE [NOT USED]
37
1.10
DELIVERY, STORAGE, AND HANDLING [NOT USED]
38
1.11
FIELD [SITE] CONDITIONS [NOT USED]
39
1.12
WARRANTY [NOT USED]
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised November 22, 2016
017000-6
MOBILIZATION AND REMOBILIZATION
1 PART 2 - PRODUCTS [NOT USED]
2 PART 3 - EXECUTION [NOT USED]
3 END OF SECTION
DATE NAME
Revision Log
SUMMARY OF CHANGE
Page 6 of 6
11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to
make specification flexible for either subsidiary or paid bid item for Mobilization.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised November 22, 2016
FORTWORTH,
Section 01 71 23.01 - Attachment A
Survey Staking Standards
February 2017
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Page 1 of 22
These procedures are intended to provide a standard method for construction staking services
associated with the City of Fort Worth projects. These are not to be considered all inclusive, but only as
a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation,
adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT
manual shall prevail. (http://onlinemanuals.txdot.gov/txdotmanuals/ess/ess.Ddf)
If you have a unique circumstance, please consult with the project manager, inspector, or survey
department at 817-392-7925.
Table of Contents
I. City of Fort Worth Contact Information
II. Construction Colors
III. Standard Staking Supplies
IV. Survey Equipment, Control, and Datum Standards
V. Water Staking
VI.
Sanitary Sewer Staking
VII.
Storm Staking
VIII.
Curb and Gutter Staking
IX.
Cut Sheets
X.
As -built Survey
O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71
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Page 2 of 22
I. Survey Department Contact Information
Physical and mailing address:
8851 Camp Bowie West Boulevard
Suite 300
Fort Worth, Texas 76116
Office: (817) 392-7925
Survey Superintendent, direct line: (817) 392-8971
II. Construction Colors
The following colors shall be used for staking or identifying features in the field. This
includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags
if necessary.
Utility
Color
PROPOSED EXCAVATION
WHITE
ALL ELECTRIC AND CONDUITS
POTABLE WATER
GAS OR OIL
YELLOW
TELEPHONE/FIBER OPTIC
ORANGE
SURVEY CONTROL POINTS, BENCHMARKS,
PROPERTY CORNERS, RIGHT-OF-WAYS, AND
PINK
ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS
SANITARY SEWER
6ftmni
IRRIGATION AND RECLAIMED WATER
III. Standard Staking Supplies
Item
Minimum size
Lath/Stake
36" tall
Wooden Hub (2"x2" min. square preferred)
6" tall
Pin Flags (2.5" x 3.5" preferred)
21" long
Guard Stakes
Not required
PK or Mag nails
1" long
Iron Rods (1/2" or greater diameter)
18" long
Survey Marking Paint
Water -based
Flagging
1" wide
Marking Whiskers (feathers)
6" long
Tacks (for marking hubs)
3/4" long
0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71
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Page 3 of 22
IV. Survev Equipment, Control, and Datum Standards
A. City Benchmarks
All city benchmarks can be found here: httr)://fortworthtexas.gov/itsolutions/GIS/
Look for 'Zoning Maps'. Under 'Layers' , expand 'Basemap Layers', and check on
'Benchmarks'.
B. Conventional or Robotic Total Station Equipment
I. A minimum of a 10 arc -second instrument is required.
II. A copy of the latest calibration report may be requested by the City at any time.
It is recommended that an instrument be calibrated by certified technician at
least 1 occurrence every 6 months.
C. Network/V.R.S. and static GPS Equipment
I. It is critical that the surveyor verify the correct horizontal and vertical datum
prior commencing work. A site calibration may be required and shall consist of
at least 4 control points spaced evenly apart and in varying quadrants.
Additional field checks of the horizontal and vertical accuracies shall be
completed and the City may ask for a copy of the calibration report at any time.
Network GPS such as the Western Data Systems or SmartNet systems may be
used for staking of property/R.O.W, forced -main water lines, and rough -grade
only. No GPS staking for concrete, sanitary sewer, storm drain, final grade, or
anvthing that needs vertical grading with a tolerance of 0.25' or less is
allowed.
D. Control Points Set
All control points set shall be accompanied by a lath with the appropriate
Northing, Easting, and Elevation (if applicable) of the point set. Control points
can be set rebar, 'X' in concrete, or any other appropriate item with a stable
base and of a semi -permanent nature. A rebar cap is optional, but preferred if
the cap is marked 'control point' or similar wording.
Datasheets are required for all control points set.
Datasheet should include:
A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone
4202, NAVD 88 Elevations
B. Grid or ground distance. — If ground, provide scale factor used and base
point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=O
C. Geoid model used, Example: GEOID12A
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Page 4 of 22
E. Preferred Grid Datum
Although many plan sets can be in surface coordinates, the City's preferred grid datum
is listed below. Careful consideration must be taken to verify what datum each project is
in prior to beginning work. It is essential the surveyor be familiar with coordinate
transformations and how a grid/surface/assumed coordinate system affect a project.
Proiected Coordinate
System: NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_Feet
Projection: Lambert_ Conformal_ Conic
Fa Ise_Easti ng: 1968500.00000000
False —Northing: 6561666.66666667
Central Meridian:-98.50000000
Standard Parallel 1: 32.13333333
Standard Parallel 2: 33.96666667
Latitude —Of —Origin: 31.66666667
Linear Unit: Foot US
Geographic Coordinate System: GCS_North_American_1983
Datum: D North American 1983
Prime Meridian: Greenwich
Angular Unit: Degree
Note: Regardless of what datum each particular project is in, deliverables to the City
must be converted/translated into this preferred grid datum. 1 copy of the deliverable
should be in the project datum (whatever it may be) and 1 copy should be in the NAD83,
TX North Central 4202 zone. See Preferred File Naming Convention below
F. Preferred Deliverable Format
txt csv dwg .job
G. Preferred Data Format
P,N,E,Z,D,N
Point Number, Northing, Easting, Elevation, Description, Notes (if applicable)
H. Preferred File Naming Convention
This is the preferred format: City Project Number_Description_Datum.csv
Example for a proiect that has surface coordinates which must be translated:
File 1: C1234 As -built of Water on Main Street Grid NAD83 TXSP 4202.csv
0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71
23.16.01_Attachment A_Survey Staking Standards.docx
Page 5 of 22
File 2: C1234_As-built of Water on Main Street —Project Specific Datum.csv
Example Control Stakes
O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71
23.16.01_Attachment A_Survey Staking Standards.docx
Page 6 of 22
W
d
w
m
�
Q
�
w
w
m>
�
<
m
�
w
1 015 EL.— 100, 00'
m
w
m
V
Cn
m
w
r_r a
J
O
w
�
J
1--
W
O
CD
U
�
CP #1 N=5000.00 E=5000.00
o w
z ~
� w
o
m �
= o
W
LL ~
W
< X
m
W W
CC D
V. Water Staking Standards
0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71
23.16.01_Attachment A_Survey Staking Standards.docx
Page 7 of 22
A. Centerline Staking— Straight Line Tangents
I. Offset lath/stakes every 200' on even stations
II. Painted blue lath/stake only, no hub is required
III. Grade is to top of pipe (T/P) for 12" diameter pipes or smaller
IV. Grade to flow line (F/L) for 16" and larger diameter pipes
V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller
diameter pipes
VI. Grade should be 4.00' below the proposed top of curb line for 12" and larger
diameter pipes
VI I. Cut Sheets are required on all staking and a copy can be received from the
survey superintendent
Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker
B. Centerline Staking - Curves
I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should
be set at a 25' interval
II. Same grading guidelines as above
III. Staking of radius points of greater than 100' may be omitted
C. Water Meter Boxes
I. 7.0' perpendicular offset is preferred to the center of the box
II. Center of the meter should be 3.0' behind the proposed face of curb
III. Meter should be staked a minimum of 4.5' away from the edge of a driveway
IV. Grade is to top of box and should be +0.06' higher than the proposed top of
curb unless shown otherwise on the plans
D. Fire Hydrants
I. Center of Hydrant should be 3.0' behind proposed face of curb
II. Survey offset stake should be 7.0' from the center and perpendicular to the curb
line or water main
III. Grade of hydrants should be +0.30 higher than the adjacent top of curb
E. Water Valves & Vaults
I. Offsets should be perpendicular to the proposed water main
II. RIM grades should only be provided if on plans
Example Water Stakes
0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71
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Page 8 of 22
WE
N �
W �
n
N �
CD
N O
ID
ry �
n rD
zT 3
3 -,
Z O
� ry
ono I D
rD
I.D rD
n
O < � T
N N L rD
77 i
� n
aj
00 �.
� r-r
7 0
Q m
ff <
Q rD
O n
n Iv
x -a
0
rD
rD
NO FLAGGING REQUIRED
IN LIEU OF BLUE PAINTED LATH
FRONT
(SIDE FACING
BACK 0 OFFSET DISTANCE
(SIDE FACING R.O.W.)
POINT # ICI CENTERLINE OF
L% WATER LINE
r
1
HLIR ELEVATION
o �
o i
STATONING
4
4
�Z/fP IDENTIFIES TOP OF PIPE
n
_ I IDENTIFIES CUT -
~- OR FILL +
HUB PAINTED BLUE, FLUSH 'MTH
r GRCIUND, W17H TACK OR BLACK DOT
HUB PI TEDNALBLUE WITH
BLUE WHISKERS OR 60D
NAIL WTH BLUE '{WHISKER
FRONT
FRONT (SIDE FACING]
(SIDE
FACING }
0
BACK
rF'
0
(SIDE FACING R_O_W.}
J
f)
P
� CONTINUE STAKING
IDENTIFY ANY
rlv EVERY 200'
r n TEES, METERS
+
GATE VALVES,
— CROSSES, ETC.
—
Ln
T/P
+
I
�
In
Tf P
I
w � �
�S� ti 1P
A. Centerline Staking — Straight Line Tangents
I. Inverts shall be field verified and compared against the plans before staking
II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required
III. 1 offset stake between manholes if manholes are 400' or less apart
IV. Offset stakes should be located at even distances and perpendicular to the
centerline
V. Grades will be per plan and the date of the plans used should be noted
VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction
noted
VI I. Stakes at every grade break
VIII. Cut sheets are required on all staking
Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker
B. Centerline Staking — Curves
I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should
be set at a 25' interval
II. Staking of radius points of greater than 100' may be omitted
C. Sanitary Sewer Manholes
I. 2 offset stakes per manhole for the purpose of providing alignment to the
contractor
II. Flowline grade should be on the lath/stake for each flowline and direction noted
III. RIM grade should only be on the stake when provided in the plans
0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71
23.16.01_Attachment A_Survey Staking Standards.docx
Page 10 of 22
FRONT
0
(SIDE FACING)
V) 2nd OFFSET STAKE
_ N FOR ALIGNMENT
rD
FOR SSMH'S
FRONT
FRONT
V) (SIDE FACING)
(SIDE FACING NO FLAGGING REQUIRED MH
j 2nd 4FFT£T STAKE IN LIEU DF GREEN PAINTED LATH = Iak OFFSET STAKE
{{ LJ FOR ALIGNMENT
N N FOR ALIGNMENT FOR SSMH'S
w FOR SSMH'S
rD p 64
V7
re FRONT co
rD D
NO 2ND OFFSET STAKE FJL (SIDE FACING) FOR CENTERLINE s MH
v = NEEDED n
rD MH let OFFSET STAKE �R L1 N T I n
3 f FOR ALIGNMENT Ic II
rD o ss�IHs (SIDE FACING ) FJL
&6iiE STATIONING AS 1 ON NE
0o ID < FIRST OFFSET STAKE re
rD o SANITARY SEWER LINE
F� rD o 0 FA
< r� FrL n
`G T N Hi IDENTIFIES MANHOLE RIM
N L n rn
n w Q5 a =
IN,to FA
aq
6 STATIONING �_ NE
LI) FJL n
0 IL IDENTIFIES FLONLINE OF2,
<' N NORTH PIPE GRADE to \ RIM
Q rD SEC4NSE STATIONING ty
RIM I IDENTIFIES CUT - BETWEEN SSMH'S WAS
n N DR FILLS FOR NORTH PIPE F LESS THAN 400'. SPLIT \ 6
O n I THE DIFFERENCE AND SET
� 1 STAKE IN THE MIDDLE
x 19 IdENTIFIES FLOVfUNE OF
_ 1 S SOUTH PIPE GRADE
TV
< n IDENTIFIES CUT
r" OR FILL + FCR SOUTH PIPE Vk
RlM IDENTIFIES RIM GRADE
p HUB D. PAINTED TACK
FLUSH NTH "
IDENTIFIES CUT - �o
GROUND. NTH TACK OR BLACK DOT O OR FILL 4 TO OF MANHOLE J
N
Z—
(OPTIONAL)
HUB PAINTER GREEN WITH
SLUE NHISKERS OR SOD
NAIL WITH BWE WHISKERS
—
VII. Storm Sewer & Inlet Staking
A. Centerline Staking — Straight Line Tangents
I. 1 offset stake every 200' on even stations
II. Grades are to flowline of pipe unless otherwise shown on plans
III. Stakes at every grade break
IV. Cut sheets are required on all staking
Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker
B. Centerline Staking — Curves
I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should
be set at a 25' interval
II. Staking of radius points of greater than 100' may be omitted
C. Storm Drain Inlets
I. Staking distances should be measured from end of wing
II. Standard 10' Inlet = 16.00' total length
III. Recessed 10' Inlet = 20.00' total length
IV. Standard double 10' inlet = 26.67' total length
V. Recessed double 10' inlet = 30.67' total length
D. Storm Drain Manholes
I. 2 offset stakes per manhole for the purpose of providing alignment to the
contractor
II. Flowline grade should be on the lath/stake for each flowline and direction noted
III. RIM grade should only be on the stake when provided in the plans
O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71
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Page 12 of 22
BACK
C30E FAahr- R.ELW.)
POINT #
i
Hue ELEvnnrn
Example Storm Inlet Stakes
FRONT
(SIDE FACING
NO FLAGGING REQUIRED
IN LIEU OF PINK PAINTED LATH
IDENTIFIES M-1101-1
END OF THE WING
BEING STAKED
INLET STATION
[IF NOTED ON PLANS]
IDENTIFIES GRADE
TO TOP OF CURB
IDENTIFIES GRADE
TO FLOMJNE
DISTANCES FOR INLETS
STANDARD 10' - 16'
RECESSED W - 20'
STANDARD DUJBLE 10' - 2&67
BACK
{SUE FA13NG R.QW_)
PRINT 0 Q
HUB ELE ATUN c
FRONT
(SIDE FACING
M IIDE NTI FIES 1lHICH
END OF THE YdNG
BEING STAKED
RECESSED ELMLE 10= -30_67
HUB %MM TACK T*- — —
— — — — —
I
BACK OF INLET
I
BACK OF CURB
BACK OF CURB
1
�.
FLOYLINE
FACE OF INLET
FACE OF INLET
FLDMJNE
EDGE OF PAVEMENT EDGE OF PAVEMENT II
EDGE OF PAVEMENT EDGE OF PAVEMENT
0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71
23.16.01_Attachment A_Survey Staking Standards.docx
Page 13 of 22
VIII. Curb and Gutter Staking
A. Centerline Staking— Straight Line Tangents
V. 1 offset stake every 50' on even stations
VI. Grades are to top of curb unless otherwise shown on plans
VI I. Stakes at every grade break
VIII. Cut sheets are required on all staking
Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker
B. Centerline Staking— Curves
III. If arc length is greater than 100', POC (Point of Curvature) offset stakes should
be set at a 25' interval
IV. Staking of radius points of greater than 100' may be omitted
O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71
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Page 14 of 22
Example Curb & Gutter Stakes
FRONT
(SIDE FACING CL)
FRONT
(SIDE FACING CL) DENTIFIES START
POW OF CURVATURE
4
BACK IDENTIFIES OFFSET I3 T4
(SIDE FACING R.4. Yi.) BACK CF CURB CR FIC
FOR FACE OF CURB
POINT
HUB ELEVA110N
BACK
p�
II O
+ P.
IDENTIFIES GRADE IS
TIC TD TQP OF GURH
P
FRONT
ASIDE FACING}
A
P
0
2
BfC
NO GRXi E ON
RhPlu-L
5 POINTS
FRONT
IDENTIFIES END
(SIDE FACING POINT OF
T GENT
d
BC
m
PT
T
III I
Q
III I
III I
I I
III III
NO FLAGGING REQUIRED f f I ti
IN LIEU OF PINK PAINTED LATH
r I
TOP OF CURB
OF CURB
FACE OF CURB I
FLOKI NE
EDGE OF PAVEMENT
Example Curb & Gutter Stakes at Intersection
0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71
23.16.01_Attachment A_Survey Staking Standards.docx
Page 15 of 22
N �
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W/GRADE AT W/GRADE AT
EVEN STATION ELEN STATION
1
W MAX. DISTANCE � 50' MAX, DISTANCE � 50' MAX. DISTANCE � 5V MAX. DISTANCE � 50' MAX. DISTANCE � 50' MAX. DISTANCE
<> 0
BACK OF CURB
BACK OF CURB
IF ARC LENGTH 15
I
_
T
GREATER THAN 100',
I
A PCC OFFSET STAKE
C] 50' MAX.
DISTANCE O
SHOULD BE SET
r I
r10'
�
O/S
f'1"1
fl"1 STAKE /
10' O/S
W/GRADE
AT PC
STAKE
cn
/GRDT 4STATION
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l W/GRADE
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W' RADIUS
w
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a
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x
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EVEN STATION
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rml
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B/ IDENTIFIES
OFFSET 15 TO
cu CK a OF
P
a
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IX. Cut Sheets
A. Date of field work
B. Staking Method (GPS, total station)
C. Project Name
D. City Project Number (Example: C01234)
E. Location (Address, cross streets, GPS coordinate)
F. Survey company name
G. Crew chief name
H. A blank template can be obtained from the survey superintendent (see item I above)
Standard Citv Cut Sheet
City Project
Date: Number:
Project Name:
❑ TOTAL
Staking Method: ❑ GPS STATION ❑ OTHER
LOCATION:
CONSULTANT/CONTRACTOR
SURVEY CREW INITIALS
ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED.
PT # STATION OFFSET DESCRIPTION PROP. STAKED _ CUT + FILL
-LT/+RT GRADE ELEV.
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Page 17 of 22
X. As -built Survey
A. Definition and Purpose
The purpose of an as -built survey is to verify the asset was installed in the proper location
and grade. Furthermore, the information gathered will be used to supplement the City's GIS
data and must be in the proper format when submitted. See section IV.
As -built survey should include the following (additional items may be requested):
Manholes
Top of pipe elevations every 250 feet
Horizontal and vertical points of inflection, curvature, etc. (All Fittings)
Cathodic protection test stations
Sampling stations
Meter boxes/vaults (All sizes)
Fire lines
Fire hydrants
Gate valves (rim and top of nut)
Plugs, stub -outs, dead-end lines
Air Release valves (Manhole rim and vent pipe)
Blow off valves (Manhole rim and valve lid)
Pressure plane valves
Cleaning wyes
Clean outs
Casing pipe (each end)
Inverts of pipes
Turbo Meters
O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71
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Page 18 of 22
B. Example Deliverable
A hand written red line by the field surveyor is acceptable in most cases. This should be
a copy of the plans with the point number noted by each asset. If the asset is missing,
then the surveyor should write "NOT FOUND" to notify the City.
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Page 19 of 22
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O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71
23.16.01_Attachment A_Survey Staking Standards.docx
Page 21 of 22
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23.16.01_Attachment A —Survey Staking Standards.docx
Page 23 of 23
Obviously the .csv or .txt file cannot be signed/sealed by a surveyor in the format
requested. This is just an example and all this information should be noted when
delivered to the City so it is clear to what coordinate system the data is in.
POINT NO.
NORTHING
EASTING ELEV.
DESCRIPTION
1
6946257.189
2296079.165
726.09 SSMH RIM
I�
2
6946260.893
2296062.141
725.668 GV RIM
3
6946307,399
2296038.306
726.95 GV RIM
4
6946220.582
2296011.025
723.359 SSMH RIM
5
6946195.23
2296015.116
722.123 GV RIM
f � J
6
6946190,528
2296022.721
722.325 FH
i c 3
7
6946136.012
2295992.115
719,448 WM RIM
8
6946002.267
2295919.133
713.331 WM RIM
i'JC04-"�I( dl L
�
9
6946003.056
2295933.418
713.652 CO RIM
10
6945984,677
2295880.52
711.662 SSMH RIM
11
6945996.473
2295869,892
710,046 WM RIM
12
6945895.077
2295860.962
707.72 WM RIM
p
13
6945896.591
2295862.188
708.205 WM RIM
14
6945934.286
2295841.925
709.467 WM RIM
15
6945936,727
2295830.441
710.084 CO RIM
16
6945835.678
2295799.707
707.774 SSMH RIM
17
6945817.488
2295827.011
708.392 SSMH RIM
18
6945759.776
2295758.643
711.218 SSMH RIM
19
6945768.563
2295779.424
710,086 GV RIM
`P,
20
6945743.318
2295788.392
710.631 GV RIM
21
6945723.219
2295754.394
712.849 GV RIM
22
6945682.21
2295744.22
716.686 WM RIM
f_
23
6945621.902
2295669.471
723.76 WM RIM
r�
24
6945643.407
2295736.03
719.737 CO RIM
�Ll Fjwrr"t�i�
25
6945571.059
2295655.195
727.514 SSMH RIM
26
6945539.498
2295667.803
729.123 WM RIM
27
6945519.834
2295619.49
732.689 WM RIM
C�S��Q'Z �O rJT-�;
28
6945417.879
2295580.27
740.521 WM RIM
G t ST�jj rJ
29
6945456.557
2295643.145
736.451 CO RIM
30
6945387.356
2295597.101
740.756 GV RIM
31
6945370.688
2295606.793
740.976 GV RIM
32
6945383.53
2295610.559
740.408 FH
33
6945321.228
2295551.105
746.34 WM RIM
34
6945319.365
2295539.728
746.777 CO RIM
35
6945242.299
2295570.715
748.454 WM RIM
36
6945233.624
2295544.626
749.59 SSMH RIM
37
6945206.483
2295529.305
751.058 WM RIMP
38
6945142.015
2295557.666
750.853 WM RIM
39
6945113.445
2295520.335
751.871 WM RIM
40
6945049.02
2295527.345
752.257 SSMH RIM
41
6945041.024
2295552.675
751.79 WM RIM42
6945038.878
2295552.147
751.88 WM RIMS��Y43
(�AO-3orfF
6945006.397
2295518.135
752.615 WM RIM
44
6944944.782
2295520.635
752.801 WM RIM
45
6944943.432
2295556.479
752.156 WM RIM
46
6944960.416
2295534.397
752.986 SSMH RIM
A-y Sa�Yo% r414it
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C. Other preferred as -built deliverable
Some vendors have indicated that it is easier to deliver this information in a different
format. Below is an example spreadsheet that is also acceptable and can be obtained by
request from the survey superintendent.
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Page 25 of 25
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Number Styles
G H I 1 K L M
Project Name and Number- (Street Name)
'M
Insert Delete
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Cells
N
Valve Box
Water Main
Bends
Meter Boxes
Fire Hydrants
5ta.11
GP51Gritll Cooridnates,Texas, Stall
6P5I6ridj Cooridnates,Tercas
Hytlrant Valve
'PS(Grid) Comidnates,TeKas j
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GP51Gritll Looritlnates,Tekas
Nut Elevation
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NC4202
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NIY1=6934779.6510'
NIYI=6934784.3970'
NIYI=6934790.8950'
NIYI=5934791.0NO'
0+2005
716.103
0+25.Ip
0+3122
0+3142
719.955
EI%1=2320950.1460'
EI%1=2320924.5750'
EI%1=2320959.7660'
EI%1=2320951.9640'
5
NIYI 935913.4520'
N(YI=6934849.4310'
NIYI�935979.3410'
N(YI�'935979.580'
3
11+5389
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12+1958
714431
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EI%1=2320949.5250'
EI%I=5935979. 580'
NIYI 9359525340'
N(YI�9348496250'
NIYI�9%K95080
NIYI=69368499940'
9
11.9287
717.489
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1 20+99.76
20°90.25
7%241'
EI%1=2320966.6290'
E(%1=2320960.1410'
EIX1=2320960.4650
El% 2320950.4250'
9
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I
NIY1=69359521510'
N(YI-W34854.8750'
NIY1=6937492MR
NIY1=5937491 RED'
70
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EI%1=23208978260
El%1-2320959 9080'
EIX1=2320938.8970
EIX1-232093159511'
77
NIY1$935974.7400'
NIYI=5934855.4530'
12 11+L5.17
715.001
0+96.07
EI%1=2320942.3170'
EI%1=2320922.5780'
73
NIY1$936611.2390'
N(Y)=5934959.5300'
74 20°51.69
704.155
1+99.86
EI%1=2320935.
EI%1=2320959.0260'
15
NIY1$937494.52909070' '
NIYI=6934962.1570'
�16 27+35.00
697.071
2.02.76
17
EI%1=2320930.5430'
EI%1-2320921.8150'
.
017123-1
CONSTRUCTION STAKING AND SURVEY
Page 1 of 8
SECTION 01 71 23
CONSTRUCTION STAKING AND SURVEY
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Requirements for construction staking and construction survey
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
Construction Staking
a. Measurement
1) Measurement for this Item shall be by lump sum.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item shall be paid for at the lump sum price bid for "Construction Staking".
2) Payment for "Construction Staking" shall be made in partial payments
prorated by work completed compared to total work included in the lump
sum item.
c. The price bid shall include, but not be limited to the following:
1) Verification of control data provided by City.
2) Placement, maintenance and replacement of required stakes and markings
in the field.
3) Preparation and submittal of construction staking documentation in the
form of "cut sheets" using the City's standard template.
2. Construction Survey
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will be
allowed.
3. As -Built Survey
a. Measurement
1) Measurement for this Item shall be by lump sum.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item shall be paid for at the lump sum price bid for "As -Built Survey".
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised February 14, 2018
01 71 23 - 2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 8
2) Payment for "Construction Staking" shall be made in partial payments
prorated by work completed compared to total work included in the lump sum
item.
c. The price bid shall include, but not be limited to the following::
1) Field measurements and survey shots to identify location of completed
facilities.
2) Documentation and submittal of as -built survey data onto contractor redline
plans and digital survey files.
1.3 REFERENCES
A. Definitions
1. Construction Survey - 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 Survey —The measurements made after the construction of the
improvement features are complete to provide position coordinates for the features
of a project.
3. Construction Stakiniz — 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. Survey "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
1.4 ADMINISTRATIVE REQUIREMENTS
A. The Contractor's selection of a surveyor must comply with Texas Government
Code 2254 (qualifications based selection) for this project.
1.5 SUBMITTALS
A. Submittals, if required, shall be in accordance with Section 0133 00.
B. All submittals shall be received and reviewed by the City prior to delivery of work.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A. Field Quality Control Submittals
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised February 14, 2018
01 71 23 - 3
CONSTRUCTION STAKING AND SURVEY
Page 3 of 8
1. Documentation verifying accuracy of field engineering work, including coordinate
conversions if plans do not indicate grid or ground coordinates.
2. Submit "Cut -Sheets" conforming to the standard template provided by the City
(refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards).
1.7 CLOSEOUT SUBMITTALS
B. As -built Redline Drawing Submittal
1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of
constructed improvements signed and sealed by Registered Professional Land
Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A
— Survey Staking Standards) .
2. Contractor shall submit the proposed as -built and completed redline drawing
submittal one (1) week prior to scheduling the project final inspection for City
review and comment. Revisions, if necessary, shall be made to the as -built redline
drawings and resubmitted to the City prior to scheduling the construction final
inspection.
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Construction Staking
1. Construction staking will be performed by the Contractor.
2. Coordination
a. Contact City's Project Representative at least one week in advance notifying
the City of when Construction Staking is scheduled.
b. It is the Contractor's responsibility to coordinate staking such that
construction activities are not delayed or negatively impacted.
3. General
a. Contractor is responsible for preserving and maintaining stakes. If City
surveyors are required to re -stake for any reason, the Contractor will be
responsible for costs to perform staking. If in the opinion of the City, a
sufficient number of stakes or markings have been lost, destroyed disturbed or
omitted that the contracted Work cannot take place then the Contractor will be
required to stake or re -stake the deficient areas.
B. Construction Survey
1. Construction Survey will be performed by the Contractor.
2. Coordination
a. Contractor to verify that horizontal and vertical control data established in the
design survey and required for construction survey is available and in place.
General
a. Construction survey will be performed in order to construct the work shown
on the Construction Drawings and specified in the Contract Documents.
b. For construction methods other than open cut, the Contractor shall perform
construction survey and verify control data including, but not limited to, the
following:
1) Verification that established benchmarks and control are accurate.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised February 14, 2018
01 71 23 - 4
CONSTRUCTION STAKING AND SURVEY
Page 4 of 8
2) Use of Benchmarks to furnish and maintain all reference lines and grades
for tunneling.
3) Use of line and grades to establish the location of the pipe.
4) Submit to the City copies of field notesused to establish all lines and
grades, if requested, and allow the City to check guidance system setup prior
to beginning each tunneling drive.
5) Provide access for the City, if requested, to verify the guidance system and
the line and grade of the carrier pipe.
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
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised February 14, 2018
017123-5
CONSTRUCTION STAKING AND SURVEY
Page 5 of 8
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)
d) Fire hydrants
e) Valves (gate, butterfly, etc.)
f) Air Release valves (Manhole rim and vent pipe)
g) Blow off valves (Manhole rim and valve lid)
h) Pressure plane valves
i) Underground Vaults
(1) Rim and flowline elevations and coordinates for each
Underground Vault.
3) Sanitary Sewer
a) Cleanouts
(1) Rim and flowline elevations and coordinates for each
b) Manholes and Junction Structures
(1) Rim and flowline elevations and coordinates for each
manhole and junction structure.
4) Stormwater — Not Applicable
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY
PART2- PRODUCTS
A. A construction survey will produce, but will not be limited to:
1. Recovery of relevant control points, points of curvature and points of intersection.
2. Establish temporary horizontal and vertical control elevations (benchmarks)
sufficiently permanent and located in a manner to be used throughout construction.
3. The location of planned facilities, easements and improvements.
a. Establishing final line and grade stakes for piers, floors, grade beams, parking
areas, utilities, streets, highways, tunnels, and other construction.
b. A record of revisions or corrections noted in an orderly manner for reference.
c. A drawing, when required by the client, indicating the horizontal and vertical
location of facilities, easements and improvements, as built.
4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all
construction staking projects. These cut sheets shall be on the standard city template
which can be obtained from the Survey Superintendent (817-392-7925).
5. Digital survey files in the following formats shall be acceptable:
a. AutoCAD (.dwg)
b. ESRI Shapefile (.shp)
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised February 14, 2018
017123-6
CONSTRUCTION STAKING AND SURVEY
Page 6 of 8
c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use
standard templates, if available)
6. Survey files shall include vertical and horizontal data tied to original project
control and benchmarks, and shall include feature descriptions
PART 3 - EXECUTION
UFM 1►fy1 F.10 Q 01: I
A. Tolerances:
The staked location of any improvement or facility should be as accurate as
practical and necessary. The degree of precision required is dependent on many
factors all of which must remain judgmental. The tolerances listed hereafter are
based on generalities and, under certain circumstances, shall yield to specific
requirements. The surveyor shall assess any situation by review of the overall plans
and through consultation with responsible parties as to the need for specific
tolerances.
a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical
tolerance. Horizontal alignment for earthwork and rough cut should not exceed
1.0 ft. tolerance.
b. Horizontal alignment on a structure shall be within .0.1 ft tolerance.
c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and
walkways shall be located within the confines of the site boundaries and,
occasionally, along a boundary or any other restrictive line. Away from any
restrictive line, these facilities should be staked with an accuracy producing no
more than 0.05ft. tolerance from their specified locations.
d. Underground and overhead utilities, such as sewers, gas, water, telephone and
electric lines, shall be located horizontally within their prescribed areas or
easements. Within assigned areas, these utilities should be staked with an
accuracy producing no more than 0.1 ft tolerance from a specified location.
e. The accuracy required for the vertical location of utilities varies widely. Many
underground utilities require only a minimum cover and a tolerance of 0.1 ft.
should be maintained. Underground and overhead utilities on planned profile,
but not depending on gravity flow for performance, should not exceed 0.1 ft.
tolerance.
B. Surveying instruments shall be kept in close adjustment according to manufacturer's
specifications or in compliance to standards. The City reserves the right to request a
calibration report at any time and recommends regular maintenance schedule be
performed by a certified technician every 6 months.
1. Field measurements of angles and distances shall be done in such fashion as to
satisfy the closures and tolerances expressed in Part 3.1.A.
2. Vertical locations shall be established from a pre -established benchmark and
checked by closing to a different bench mark on the same datum.
3. Construction survey field work shall correspond to the client's plans. Irregularities
or conflicts found shall be reported promptly to the City.
4. Revisions, corrections and other pertinent data shall be logged for future reference.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised February 14, 2018
017123-7
CONSTRUCTION STAKING AND SURVEY
Page 7 of 8
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION
3.5 REPAIR / RESTORATION
A. If the Contractor's work damages or destroys one or more of the control
monuments/points set by the City, the monuments shall be adequately referenced for
expedient restoration.
1. Notify City if any control data needs to be restored or replaced due to damage
caused during construction operations.
a. Contractor shall perform replacements and/or restorations.
b. The City may require at any time a survey "Field Check" of any monument
or benchmarks that are set be verified by the City surveyors before further
associated work can move forward.
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A. It is the Contractor's responsibility to maintain all stakes and control data placed by the
City in accordance with this Specification. This includes easements and right of way, if
noted on the plans.
B. Do not change or relocate stakes or control data without approval from the City.
3.8 SYSTEM STARTUP
A. Survey Checks
1. The City reserves the right to perform a Survey Check at any time deemed
necessary.
2. Checks by City personnel or 3' party contracted surveyor are not intended to
relieve the contractor of his/her responsibility for accuracy.
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised February 14, 2018
017123-8
CONSTRUCTION STAKING AND SURVEY
Page 8 of 8
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
Added instruction and modified measurement & payment under 1.2; added
8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal
requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ;
Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup.
Removed "blue text'; revised measurement and payment sections for Construction
Staking and As -Built Survey; added reference to selection compliance with TGC
2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth
measurement criteria; revised list of items requiring as -built survey "during" and
"after" construction; and revised acceptable digital survey file format
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised February 14, 2018
SECTION 0174 23
CLEANING
PART1- GENERAL
1.1 SUMMARY
017423-1
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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
01 74 23 - 2
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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
01 74 23 - 3
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. Interior Final Cleaning
1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other
foreign materials from sight -exposed surfaces.
2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean.
3. Wash and shine glazing and mirrors.
4. Polish glossy surfaces to a clear shine.
5. Ventilating systems
a. Clean permanent filters and replace disposable filters if units were operated
during construction.
b. Clean ducts, blowers and coils if units were operated without filters during
construction.
6. Replace all burned out lamps.
7. Broom clean process area floors.
8. Mop office and control room floors.
D. Exterior (Site or Right of Way) Final Cleaning
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.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
01 74 23 - 4
CLEANING
Page 4 of 4
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]
END OF SECTION
Revision Log
DATE NAME
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
SUMMARY OF CHANGE
RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
CPN 105493
01 77 19 -1
CLOSEOUT REQUIREMENTS
Page 1 of 3
1 SECTION 0177 19
2 CLOSEOUT REQUIREMENTS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for closing out a contract
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 A. Guarantees, Bonds and Affidavits
19 1. No application for final payment will be accepted until all guarantees, bonds,
20 certificates, licenses and affidavits required for Work or equipment as specified are
21 satisfactorily filed with the City.
22 B. Release of Liens or Claims
23 1. No application for final payment will be accepted until satisfactory evidence of
24 release of liens has been submitted to the City.
25 1.5 SUBMITTALS
26 A. Submit all required documentation to City's Project Representative.
27
28 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
29
30 1.7 CLOSEOUT SUBMITTALS [NOT USED]
31 PART 2 - PRODUCTS [NOT USED]
32
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised March 22, 2021
01 7719 - 2
CLOSEOUT REQUIREMENTS
Page 2of3
1 PART 3 - EXECUTION
2 3.1 INSTALLERS [NOT USED]
3 3.2 EXAMINATION [NOT USED]
4 3.3 PREPARATION [NOT USED]
5 3.4 CLOSEOUT PROCEDURE
6 A. Prior to requesting Final Inspection, submit:
7 1. Project Record Documents in accordance with Section 0178 39
8 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23
9 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
10 01 74 23.
11 C. Final Inspection
12 1. After final cleaning, provide notice to the City Project Representative that the Work
13 is completed.
14 a. The City will make an initial Final Inspection with the Contrac tor pres ent
15 b. Upon completion of this inspection, the City will notify the Contractor, in
16 writing within 10 business days, of any particulars in which this inspection
17 reveals that the Work is defective or incomplete.
18 2. Upon receiving written notice from the City, immediately undertake the Work
19 required to remedy deficiencies and complete the Work to the satisfaction of the
20 City.
21 3. The Right-of-way shall be cleared of all construction materials, barricades, and
22 temporary signage.
23 4. Upon completion of Work associated with the items listed in the City's written
24 notice, inform the City that the required Work has been completed. Upon receipt of
25 this notice, the City, in the presence of the Contractor, will make a subsequent Final
26 Inspection of the project.
27 5. Provide all special accessories required to place each item of equipment in full
28 operation. These special accessory items include, but are not limited to:
29 a. Specked spare parts
30 b. Adequate oil and grease as required for the first lubrication of the equipment
31 c. Initial fill up of all chemical tanks and fuel tanks
32 d. Light bulbs
33 e. Fuses
34 f. Vault keys
35 g. Handwheels
36 h. Other expendable items as required for initial start-up and operation of all
37 equipment
38 D. Notice of Project Completion
39 1. Once the City Project Representative finds the Work subsequent to Final Inspection
40 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
41 E. Supporting Documentation
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised March 22, 2021
1
2
3
4
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01 7719 - 3
CLOSEOUT REQUIREMENTS
Page 3 of 3
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
f. Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
3/22/2021 M Owen 3.4 C. Added language to clarify and emphasize requirement to "Clearing ROW"
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised March 22, 2021
017823-1
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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised December 20, 2012
01 78 23 - 2
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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised December 20, 2012
01 78 23 - 3
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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised December 20, 2012
01 78 23 - 4
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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised December 20, 2012
01 78 23 - 5
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
8/31/2012 D. Johnson
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
SUMMARY OF CHANGE
1.5.A.1 — title of section removed
RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
CPN 105493
SECTION 0178 39
PROJECT RECORD DOCUMENTS
PART1- GENERAL
1.1 SUMMARY
017839-1
PROJECT RECORD DOCUMENTS
Page 1 of 4
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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
01 78 39 - 2
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 RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
017839-3
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, in accordance with the intervals set forth in Section 01 71 23,
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.
CITY OF FORT WORTH RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105493
Revised July 1, 2011
01 78 39 - 4
PROJECT RECORD DOCUMENTS
Page 4 of 4
c. Call attention to each entry by drawing a "cloud" around the area or areas
affected.
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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
SUMMARY OF CHANGE
RIVERCREST ADDITION, LOTS 1, 2, 3, 4, BLOCK 10
CPN 105493
CITY OF FORT WORTH
FORT WORTH. WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 9-3-24
IApprovall
Spec No.
IClasssification
Manufacturer
Model No.
National Spec
Size
Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)
07/23/97
33 05 13
Urethane Hydrophilic Waterstop
Asahi Kogyo K.K.
Adeka Ultra -Seal P-201
ASTM 132240/13412/13792
04/26/00
33 05 13
Offset Joint for 4' Diam. MH
Hanson Concrete Products
Drawing No. 35-0048-001
04/26/00
33 05 13
Profile Gasket for 4' Diam. MH.
Press -Seal Gasket Corp.
250-4G Gasket
ASTM C-443/C-361
SS MH
1126199
33 05 13
HOPE Manhole Adjustment Rings
Ladtech, Inc
HDPE Adjustment Ring
Traffic and Non -traffic area
5/13105
33 05 13
Manhole External Wrap
Canusa - CPS WrapidSeal Manhole Encapsulation System
Water & Sewer - Manholes & Bases/Fiberglass 33-39-13
(1/8/13)
1/26/99
33 39 13
Fiberglass Manhole
Fluid Containment, Inc.
Flowthe
ASTM 3753
Non -traffic area
08/30/06
33 39 13
Fiberglass Manhole
L.F. Manufacturing
Non -traffic area
Water &Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)
*
33 05 13
IManhole Frames and Covers
I Westem Iron Works, Bass & Hays Foundry
1001
24"x40" WD
Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)
"
3305 13
Manhole Frames and Covers
Westem Iron Works, Bass & Hays Foundry
30024
24" Dia.
*
3305 13
Manhole Frames and Covers
McKinley It. Works Inc.
A 24 AM
24" Dia.
08/24/18
33 05 13
Manhole Frames and Covers
Neenah Foundry
R-1272
ASTM A48 & AASHTO M306
24" Dia.
08/24/18
33 05 13
Manhole Frames and Covers
Neenah Foundry
NF 1274
ASTM A48 & AASHTO M306
30" Dia.
33 05 13
Manhole Frames and Covers
Sigma Corporation
MH-144N
33 05 13
Manhole Frames and Covers
Sigma Corporation
MH-143N
33 05 13
Manhole Frames and Covers
Pont-A-Mousson
GTS-STD
24" dia.
33 05 13
Manhole Frames and Covers
Neenah Casting
24" dia.
10/31/06
33 05 13
Manhole Frames and Covers (Hinged)
Powerseal
Hinged Ductile Iron Manhole
ASTM A536
24" Dia.
7/25/03
3305 13
Manhole Frames and Covers
Saint-Gobain Pipelines (Pamrex/rexus)
RE32-R8FS
30" Dia.
01/31/06
3305 13
30" Dia. MH Ring and Cover
East Jordan Iron Works
V1432-2 and V1483 Designs
AASFITO M306-04
30" Dia.
11/02/10
3305 13
30" Dia. MH Ring and Cover
Sigma Corporation
MH1651FWN & MH16502
30" Dia
07/19/1 t
3305 13
30" Dia. MH Ring and Cover
Star Pipe Products
NIH32FTWSS-DC
30" Dia
08/10/11
3305 13
30" Dia. MH Ring and Cover
Accucast
220700 Heavy Duty with Gasket Ring
30" Dia
30" ERGO XL Assembly
10/14/13
3305 13
30" Dia. MH Ring and Cover (Hinged & Lockable)
East Jordan Iron Works
with Cam Lock/MPIC/T-Gasket
ASSHTO MI 05 & ASTM A536
30" Dia
06/01/17
3405 13
30" Dia. MH Ring and Cover (Lockable) CI
SIP Industries
2280 (32")
ASTM A 48
30" Dia.
12/05/23
3405 13
30" Dia. MH Ring and Cover (Hinged & Lockable) CI
SIP Industries
4267WT - Hinged (32")
ASTM A 48
30" Dia.
CAP-ONE-30-FTW, Composite, w/ Lock
.111111
33 OS 13
30" Dia. MH Ring and Cover
Composite Access Products, L.P.
w/o Hing
30" Dia.
10/07/21
3405 13
30" Dia. MH Ring and Cover
Trumbull Manufacturing
32"(30") Frame and Cover
30" Dia.
Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)
*
3305 13
Manhole Frames and Covers
Pont-A-Mousson
Pamoight
24" Dia.
*
3305 13
Manhole Frames and Covers
Neenah Casting
24" Dia.
*
3305 13
Manhole Frames and Covers
Western Iron Works,Bass & Hays Foundry
300-24P
24" Dia.
*
3305 13
Manhole Frames and Covers
McKinley Iron Works Inc.
WPA24AM
24" Dia.
03/08/00
3305 13
Manhole Frames and Covers
Accucast
RC-2100
ASTM A 48
24" Dia.
04/20/01
3305 13
Manhole Frames and Covers
(SIP)Serampore Industries Private Ltd.
300-24-23.75 Ring and Cover
ASTM A 48
24" Dia.
Water & Sewer - Manholes & Bases/Precast Concrete
( tev 1/8/13)
*
33 39 10
Manhole, Precast Concrete
Hydro Condurt Corp
SPL Item #49
ASTM C 478
41"
*
33 39 10
Manhole, Precast Concrete
Wall Concrete Pipe Co. Inc.
ASTM C-443
48"
09/23/96
33 39 10
Manhole, Precast Concrete
Concrete Product Inc.
48" I.D. Manhole w/ 32" Cone
ASTM C 478
48" w/32" cone
12/05/23
33 39 10
Manhole, Precast Concrete
The Turner Company
72" I.D. Manhole w/ 32" Cone
ASTM C 478
72"
05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60"
Manhole, Opening an at top,
09/0324
33 39 10
Manhole, Precast Concrete
Oldcastle Precast Inc.
Transition Cones
ASTM C 478
48" to 84" LD.
06/09/10
33 39 10
Manhole, Precast (Reinforced Polymer)Concrete
US Composite Pipe
Reinforced Polymer Concrete
ASTM C-76
48" to 72"
1 09/06/19
33 3920
Manhole, Precast Concrete
Forterra Pipe and Precast
60" & 72" I.D. Manhole w/32" Cone
ASTM C-76
60" & 72"
10/07/21
32 39 20
Manhole, Precast Concrete
Fortcrra Pipe and Precast
48" I.D. Manhole w/32" Cone
ASTM C-77
48"
10/07/21
33 3920
Manhole, Precast Reinforced Polymer) Concrete
Armorock
48" & 60" I.D. Manhole w/32" Cone
48" & 60"
10/07/21
33 3920
Manhole, Precast (Hybrid) Polymer & PVC
Geneva Pie and Precast Predl Systems)
48" & 60" I.D. Manhole w/32" Cone
48" & 60" Non Traffic Areas
ASTM C-478; ASTM C-923;
03/07/23
33 39 20
Manhole, Precast Concrete
AmeriTex Pipe and Products, LLC
48" & 61" I.D. Manhole w/32" Cone
ASTM C-443
03/07/23
33 39 20
Manhole, Precast (Reinforced Polymer) Concrete
P3 Polymers, RockHardsep
48" & 60" I.D. Manhole w/32" Cone
04/28/07
Manhole, Precast (Reinforced Polymer) Concrete
Amitech USA
Meyer Polycrete Pipe
Sewer -(WAC) Wastewater Access Chamber 33 39 40
12/29/23
33 39 20
I Wastewater Access Chamber I
Onicksoream Solutions, Inc.
Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitious
*
E1-14
Manhole Rehab Systems
Ouadex
04/23/01
E1-14
Manhole Rehab Systems
Standard Cement Materials, Inc.
E1-14
Manhole Rehab Systems
AP/M Pe —mom
4/20/01
E1-14
Manhole Rehab System
Strong Company
5/12/03
E1-14
Manhole Rehab System (Liner)
Triplex Lining System
08/30/06
General Concrete Repair
FlexKrete Technologies
Type 8 Maintenace Shaft (P000it)
Relmer MSP
Strong Seal MS2A Rehab System
MH repair product to stop infiltration ASTM D5813
Vinyl Polyester Reparr Product
For use when Sod. MH cannot be
installed due to depth
Misc. Use
* From Original Standard Products List 1
FORT WORTH®
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 9-3-24
(Approval
Spec No.
IClasssification I
Manufacturer
Model No.
National Spec
Size
Water & Sewer
- Manholes & Bases/Rehab Svstems/NonCementitious
05/20/96
E1-14
Manhole Rehab Systems
Sprayrou,
Spray Wall Polyurethane Coating
ASTM D639/D790
12/14/01
Coating for Corrosion protection(Exterior)
ERTECH
Series 20230 and 2100 (Asphatic Emulsion)
Structures Only
01/31/06
Coatings for Corrosion Protection
Chesterton
Arc 791, S1BB, Sl, S2
Acid Resistance Test
Sewer Applications
8/28/2006
I
Coatings for Corrosion Protection
Warren Environmental
S-301 and M-301
Sewer Applications
33 OS 16, 33 39 10,
RR&C Dampproofing Non-Fibered Spray
For Exterior Coating of Concrete
03/19/18
33 39 20
Coating for Corrosion protection(Exterior)
Sherwin Williams
Grade (Asphatic Emulsion)
Structures Only
Water & Sewer
- Manhole Inserts - Field Onerations Use Only (Rev 2/3/16)
*
33 05 13
Manhole Insert
Knutson Enterprises
Made to Order - Plastic
ASTM D 1248
For 24" dia.
*
3305 13
Manhole Insert
South Western Packaging
Made to Order - Plastic
ASTM D 1248
For 24" dia.
*
33 05 13
Manhole Insert
Nofiow-Inflow
Made to Order - Plastic
ASTM D 1248
For 24" dia.
09/23/96
3305 13
Manhole Insert
Southwestem Packing & Seals, Inc.
Lifesaver - Stainless Steel
For 24" dia.
09/23/96
3305 13
Manhole Insert
Southwestern Packing & Seals, Inc.
TetherLok - Stainless Steel
For 24" dia
Water & Sewer
- Pine Casine Spacers 33-05-24 (07/01/13)
11/04/02
Steel Band Casing Spacers
Advanced Products and Systems, Inc.
Carbon Steel Spacers, Model SI
02/02/93
Stainless Steel Casing Spacer
Advanced Products and Systems, Inc.
Stainless Steel Spacer, Model SSI
04/22/87
Casing Spacers
Cascade Waterworks Manufacturing
Casing Spacers
09/14/10
Stainless Steel Casing Spacer
Pipeline Seal and Insulator
Stainless Steel Casing Spacer
Up to 48"
09/14/10
Coated Steel Casin Spacers
Pipeline Seal and Insulator
Coated Steel Casing Spacers
Up to 48"
05/10/11
Stainless Steel Casing Spacer
Powerseal
4810 Powerchock
Up to 48"
03/19/18
Casing Spacers
BWM
SS-12 Casing Spacer(Stainless Steel)
FB-12 Casing Spacer (Coated Carbon Steel)
03/19/18
Casing Spacers
BWM
for Non_rressure Pipe and Grouted Casing
03/29/22
33 05 13
Casing Spacers
CCI Pipeline Systems
CSC12, CSS12
Per Manuf
Manufacturers Requirements (Sewer
09/03/24
33 OS 13
Casing Spacers
Raci (Completely HDPE)
8" - 12" (Sewer Only)
Water & Sewer - Pines/Ductile Iron 33-11-10(1/8/13)
*
33 11 10 Ductile Iron Pipe
Griffin Pipe Products, Co.
Super Bell-Tite Ductile Iron Pressure Pipe,
AW WA C150, C151
08/24/18
33 11 10 Ductile Iron Pipe
American Ductile Iron Pipe Co.
American Futile Pipe (Bell Spigot)
AW WA C150, C151
08/24/18
33 11 10 Ductile Iron Pipe
American Ductile Iron Pipe Co.
American Flex Ring (Restrained Joint)
AW WA C150, C151
*
33 11 10 Ductile Iron Pipe
U.S. Pipe and Foundry Co.
AW WA C150, C151
*
33 11 10 Ductile Iron Pipe
McWane Cast Iron Pipe Co.
AW WA C150, C151
Water & Sewer - Utility Line Marker (08/24/2018)
Sewer - Coating [s/EDo%v 33-39-60 (01/08/13)
02/25/02
Eooxy Lining System
Sauereisen, Inc
SewerGard 21 ORS
LA County 9210-1.33
12/14/01
Eooxy Lining System
Ertech Technical Coatings
Ertech 2030 and 2100 Series
04/14/05
Interim Ductile Iron Pipe Coating
Induron
Protecto 401
ASTM B-117
01/31/06
Coatings for Corrosion Protection
Chesterton
Arc 791, SIBB, Sl, S2
Acid Resistance Test
8/28/2006
Coatings for Corrosion Protection
Warren Environmental
S-301 and M-301
Sewer - Coatinas/Polvurethane
3" thin 24"
4" thin 30"
4" thin 30"
Ductile Iron Pipe Only
Sewer Applications
Sewer Applications
Sewer - Combination Air Valves
05/25/18
33-31-70 1 Air Release Valve
A.R.I. USA, Inc.
D025LTP02(Composite Body)
2"
Sewer - Pioes/Concrete
*
E1-04 Conc. Pipe, Reinforced
Wall Concrete Pipe Co. Inc.
ASTM C 76
*
E1-04 Conc. Pipe, Reinforced
Hydro Conduit Corporation
Class III T&G, SPL Item #77
ASTM C 76
*
E1-04 Conc. Pipe, Reinforced
Hanson Concrete Products
-hele, #98 Pipe
ASTM C 76
*
EI-04 Conc. Pipe, Reinforced
Concrete Pipe & Products Co. hic.
ASTM C 76
Sewer - Pine Enlar¢ment Svstem (Method)33-31-23 (01/18/13)
PIM System
PIM Corporation
Polyethylene
PIM Corp., Piscam Way, N.J.
Approved Previously
McConnell Systems
McLat Construction
Polyethylene
Houston, Texas
Approved Previously
TRS Systems
Trenchless Replacement System
Polyethylene
Calgary, Canada
Approved Previously
Sewer - PiDe/Fiber0ass Reinforced/ 33-31-13(1/8/13)
7/21/97
3331 13 Cent. Cast Fiberglass (FRP)
Hobas Pipe USA, Inc.
Hobas Pipe (Non -Pressure)
ASTM D3262/1)3754
03/22/10
3331 13 Fiberglass Pipe (FRP)
Ameron
Bondstrand RPMP Pipe
ASTM D3262/D3754
04/09/21
3331 13 Glass -Fiber Reinforced Polvmer Pipe (FRP)
Thompson Pipe Group
Thompson Pipe (Flowtite)
ASTM D3262/D3754
ASTM D3262, ASTM D3681,
03/07/23
3331 13 Fiberglass Pipe (FRP)
Future Pipe Industries
Fili—trong FRP
ASTM D4161, AW WA M45
ASTM D3262, ASTM D3517,
09/03/24
3331 13 Fiberglass Pipe (FREI
Superlit Bern,Sanayi A.S.
Superlit FRP
ASTM 3754, AW WA C950
* From Original Standard Products List 2
CITY OF FORT WORTH
FORT WORTH. WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 9-3-24
IApprovall Spec No. [Classsification I Manufacturer I Model No. I National Spec I Size
Sewer - Piue/Polvmer Pioe
4/14/05
Polymer Modutied Concrete Pro,
—'to- USA
Meyer Polycrete Pipe
ASTM C33, A276, -11
8" to I Q'l Class V
06/09/10
El-9 Reinforced Polymer Concrete Pipe
US Composite Pioe
Reinforced Polymer Concrete Pioe
ASTM C-76
Sewer - Piues/HDPE 33-31-23(1/8/13),
*
High -density polyethylene pipe
Phillips Dnscopipe, Inc.
Ooticme Ductile Polyethylene Pipe
ASTM D 1248
8"
*
H:gh-densny polyethylene pipe
Plesco Inc.
ASTM D 1248
8"
*
High -density polyethylene pipe
Polly Pipe, Inc.
ASTMD 1248
8"
High -density polyethylene pipe
CSR Hydro Condud/Pioelme Systems
McConnell Pipe Enlargement
ASTM D 1248
Sewer - P1Des/PVC (Pressure Sewer) 33-11-12 (4/1/131
12/02/11
33-11-1� DR -Id PVC Pressure Pipe
P,pelife Jctstream
PVC Pressure Pipe
AW WA C900
4" thru 12"
10/22/14
33-11-12 DR-14 PVC Pressure Pipe
Royal Budding Products
Royal Seal PVC Pressure Pipe
AW WA C900
4" thru 12"
Sewer - Piues/PVC* 33-31-20 (7/1/13),
*
33-31-20 PVC Sewer Pioe
1-M Manufacturing Co., Inc. (JM Eagle)
SDR-26 (PSI 15)
ASTM D 3034
4" - 15"
12/23/97*
33-31-20 PVC Sewer Pipe
Diamond Plastics Corporation
SDR-26 (PSI 15)
ASTM D 3034
4" thru 15"
*
33-31-20 PVC Sewer Pipe
Lamson Won Pipe
SDR-26 (PSI 15)
ASTM D 3034
4" thru 15"
12/05/23
33-31-20 PVC Sewer Pipe
Vinyltech PVC Pipe
SDR-26 (PSI 15)
ASTM D3034
4" thru 15"
12/05/23
33-31-20 PVC Sewer Pipe
Vinyltech PVC Pipe
Gravity Sewer PS 115
ASTM F 679
18"
*
33-31-20 PVC Sewer P'
1-M Manufacturin\v�Co, Ina (1M Eagle)
PS 115
ASTM F 679
18" - 28"
05/06/05
33-31-20 PVC Solid Wall Pipe
Diamond Plastics Corporation
PS 115
ASTM F-679
18" to 48"
04/27/06
33-31-20 PVC Sewer Fittings
Harco
SDR-26 (PS 115) Gasket Finings
ASTM D-3034, D-1784, etc
4" - 11"
*
33-31-20 PVC Sewer Fittings
Plastic Trends, Inc.(Westlake)
Gasketed PVC Sewer Main Finings
ASTM D 3034
1 3/19/2018
33 3120 PVC Sewer Pipe
Pioelife Jet Stream
SDR 26 (PS 115)
ASTM F679
18"- 24"
1 3/19/2018
33 3120 PVC Sewer PTe
Pioelife Jet Stream
SDR 26
ASTM D3034
4"- 15"
1 3/29/2019
33 3120 Gasketed Fittings (PVC)
GPK Products, Inc.
SDR 26
ASTM D3034
4"- 15"
1 10/21/2020
33 3120 PVC Sewer Pipe
NAPCO(Westlake)
SDR 26
ASTM D3034
4" - 15"
1 10/22/2020
33 3120 PVC Sewer Pipe
Sanderson Pipe Corp.
SDR 26
ASTM D3034
4"- 15"
1 10/21/2020
1
333120 PVC Sewer Pipe
NAPCO(Westlake)
SDR 26 PS 115
ASTM F-679
18"-36"
* From Original Standard Products List
FORT WORTH®
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 9-3-24
08/28/02
Double Strap Saddle
Smith Blau
4317 Nylon Coated Double Strap Saddle
07/23/12
33-12-10
Double Strap Service Saddle
Mueller Company
DR2S Double (SS) Strap DI Saddle
AWWA C800
1"-2" SVC, up to 24" Pipe
03/07/23
33-12-10
Double Strap Service Saddle
Powerseal
3450AS, Incl. Corp. Stop, Dbl Strap, Stainless
NSF ANSI 372
1"-2" SVC, up to 24" Pipe
10/27/87
Curb Stops -Ball Meter Valves
McDonald
6100M,6100MT & 61 OMT
3/4" and 1"
1.1.7
Curb Stops -Ball Meter Valves
McDonald
4603B, 4604B, 6100M, 610OTM and 6101M
W? and 2"
FB600-7NL, FB1600-7-NL, FV23-777-W-NL,
5/25/2.1.
33-12-10
Curb Stops -Ball Meter Valves
Ford Meter Box Co., hic.
L22-77NL
AWWA C800
2"
FB600-6-NL, FB1600-6-NL, FV23-666-W-
5/25/2018
33-12-10
Curb Stops -Ball Meter Valves
Ford Meter Box Co., Inc.
NL, L22-66NL
AWWA C800
1-1/2"
FB600-4-NL, FB1600-4-NL, B11-444-WR-
5/25/2018
33-12-10
Curb Stops -Ball Meter Valves
Ford Meter Box Co., hic.
NL, B22444-WR-NL, L28-44NL
AWWA C800
I,
B-25000N, B-24277N-3, B-20200N-3, H-
AWWA C800, ANSF 61,
5/25/2.1.
33-12-10
Curb Stops -Ball Meter Valves
Mueller Co., Ltd.
15000N, , H-1552N, H142276N
ANSI/NSF 372
_
B-25000N, B-20200N-3, B-24277N-3,H-
AWWA C800, ANSE 61,
5/25/2018
33-12-10
Curb Stops -Ball Meter Valves
Mueller Co., Ltd.
15000N, H-14276N, H-15525N
ANSI/NSF 372
1-1/2
B-25000N, B-20200N-3,H-15000N, H-
AWWA C800, ANSF 61,
5/25/2018
33-12-10
Curb Stops -Ball Meter Valves
Mueller Co., Ltd.
15530N
ANSI/NSF 372
1"
01/26/00
Coated Tapping Saddle with Double SS Straps
JCM Industries, Inc.
#406 Double Band SS Saddle
1"-2" Taps on up to 12"
0/5121/12
33-12-25
Tapping Sleeve (Coated Steep
JCM Industries, Inc.
412 Tapping Sleeve ESS
AWWA C-223
Up to 30" w/12" Out
03/29/22
33-12-25
Tapping Sleeve (Coated or Stainless Steep
JCM Industries, hic.
415 Tapping Sleeve
AWWA C-223
Concrete Pipe Only
05/10/11
Tapping Sleeve (Stainless Steep
Powerseal
3490AS (Flange) & 3490MJ
4"-8" and 16"
02/29/12
33-12-25
Tapping Sleeve (Coated Steel)
Romac
FTS 420
AWWA C-223
U p to 42" w/24" Out
02/29/12
33-12-25
Tapping Sleeve (Stainless Steep
Ram.
SST Stainless Steel
AWWA C-223
Up to 24" w/12" Out
02/29/12
33-12-25
Tapping Sleeve (Stainless Steep
Romac
SST III Stainless Steel
AWWA C-223
Up to 30" w/12" Out
05/10/11
Joint Repair Clamp
Powerseal
3232 Bell Joint Repair Clamp
4" to 30"
Plastic Meter Box w/Composite Lid
DEW Plastics Inc.
DFW37C-12-1 EPAF FTW
Plastic Meter Box w/Composite Lid
DEW Plastics Inc.
DFW39C-12-1 EPAF FTW
08/30/06
Plastic Meter Box w/Composite Lid
DEW Plastics Inc.
DFW65C-14-IEPAF FFW
Class "A"
Concrete Meter Box
Bass & Hays
CMB37-B12 1118 LID-9
Concrete Meter Box
Bass & Hays
CMB-18-Dual 1416 LID-9
Concrete Meter Box
Bass & Hays
CMB65-B65 1527 LID-9
Water - Bolts. Nuts. and Gaskets 33-11-05 (01/08/13)
None
Water - Combination Air Release 33-31-70 (01/08/13)
*
E I-11
Combination Air Release Valve
GA Industries, Inc.
Empire Air and Vacuum Valve, Model 935
ASTM A 126 Class B, ASTM A
1" & 2"
*
E1-11
Combination Air Release Valve
Multiplex Manufacturing Co.
Crispin Air and Vacuum Valves, Model No.
1/2" 1" & 2"
*
E1-11
Combination Air Release Valve
Valve and Primer Corp.
APCO #143C, #145C and #147C
1", 2" & 3"
Water - Dry Barrel Fire Hvdrants 33-1240 (01/15/14)
10/01/87
E-1-12
Dry Barrel Fire Hydrant
American -Darling Valve
Drawing Nos. 90-18608, 94-18560
AWWA C-502
03/31/88
E-1-12
Dry Barrel Fire Hydrant
American Darling Valve
Shop Drawing No. 94-18791
AWWA C-502
09/30/87
E-1-12
Dry Barrel Fire Hydrant
Clow Corporation
Shop Drawing No. D-19895
AWWA C-502
01/12/93
E-1-12
Dry Barrel Fire Hydrant
American AVK Company
Model 2700
AWWA C-502
08/24/88
E-1-12
Dry Barrel Fire Hydrant
Clow Corporation
Drawings D20435, D20436, B20506
AWWA C-502
E-1-12
Dry Barrel Fire Hydrant
ITT Kennedy Valve
Shop Drawing No. D-80783FW
AWWA C-502
-9/24/87
E-1-12
Dry Barrel Fire Hydrant
M&H Valve Company
Shop Drawing No. 13476
AWWA C-502
Shop Drawings No. 6461
10/14/87
E-1-12
Dry Barrel Fire Hydrant
Mueller Company
ntur
A423 Ceion
AW WA C-502
Shop Drawing FH-12
01/15/88
E1-12
Dry Barrel Fire Hydrant
Mueller Company
A-423 Super Centurion 200
AWWA C-502
10/09/87
E-1-12
Dry Barrel Fire Hydrant
U.S. Pipe & Foundry
Shop Drawing No. 960250
AWWA C-502
09/16/87
E-1-12
Dry Barrel Fire Hydrant
American Flow Control (AFC)
Water- Pacer WB67
AWWA C-502
08/12/16
33-12-40
Dry Barrel Fire Hydrant
EJ (East Jordan Iron Works)
WaterMaster 5CD250
Water - Meters
02/05/93
E101-5
Detector Check Meter
Ames Company
Model 1000 Detector Check Valve
AWWA C550
4" - 10"
08/05/04
Magnetic Drive Vertical Turbine
Hersey
Magnetic Drive Vertical
AWWA C701, Class 1
3/4" - 6"
* From Original Standard Products List 4
CITY OF FORT WORTH
FORT WORTH.
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated:
9-3-24
IApprovall
Spec No.
IClasssification
Manufacturer
Model No.
National Spec
Size
Water - Piues/PVC (Pressure Water) 33-31-70 (01/08/13)
AWWA C900, AWWA C605,
1.113
33-11-12
PVC Pressure Pipe
Vinylo ch PVC Pipe
DR14
ASTM D1784
4"-16"
AWWA C900, AWWA C605,
12/05/23
33-I1-12
PVC Pressure Pie
Vin (tech PVC Pie
DR18
ASTM D1784
16"-18"
AWWA C900, AWWA C605,
09/03/24
33-I1-12
PVC Pressure Pie
Northern Pie Products
DR14
ASTM D17M
4"-16"
AW WA C900, AW WA C605,
09/03/24
33-1142
PVC Pressure Pipe
Northern Pipe Products
DR18
ASTM D1784
16"-18"
3/19/2018
33 11 12
PVC Pressure Pipe
Pipelife Jet Stream
DR14
AWWA C900
4"-12"
1 3/19/2018
33 11 12
PVC Pressure Pipe
Pipelife Jet Stream
DR18
AWWA C900
16"-24"
1 5/25/2018
33 11 12
PVC Pressure Pipe
Diamond Plastics Corporation
DR 14
AWWA C900
4"-12"
5/25/2018
33 11 12
PVC Pressure Pipe
Diamond Plastics Corporation
DR 18
AWWA C900
16"-24"
AWWA C900-16
UL 1285
12/6/2018
33 11 12
PVC Pressure Pipe
J-M Manufacturing Co., Inc d/b/a JM Eagle
DR 14
ANSI/NSF 61
4"-28"
FM 1612
AWWA C900-16
UL 1285
12/6/2018
33 11 12
PVC Pressure Pipe
J-M Manufacturing Co., Inc d/b/a JM Eagle
DR 18
ANSI/NSF 61
16"-24"
FM 1612
9/6/2019
33 11 12
PVC Pressure Pipe
Underground Solutions Inc.
DR14 Fusible PVC
AWWA C900
4" - 8"
9/6/2019
33 11 12
PVC Pressure Pipe
NAPCO(Westlake)
DR18
AWWA C900
16"-24"
9/6/2019
33 11 12
PVC Pressure Pipe
NAPCO(Westlake)
DR14
AWWA C900
4"- 12"
9/6/2019
33 11 12
PVC Pressure Pipe
Sanderson Pipe Corp.
DR14
AWWA C900
4"- 12"
Water - PinesNalves & Fittinas/Ductile Iron Fittings 33-11-11 (01/08/13)
07/23/92
EI-07
Ductile Iron Fittings
Star Pipe Products, Inc.
Mechanical Joint Fittings
AW WA C153 & Cl to
*
E1-07
Ductile Iron Fittings
Griffin Pipe Products, Co.
Mechanical Joint Fittings
AWWA C 110
*
E1-07
Ductile Iron Fittings
McWane/Tyler Pipe/ Union Utilities Division
Mechanical Joint Fittings, SSB Class 350
AW WA C 153, C 110, C III
08/11/98
EI-07
Ductile Iron Fittings
Sigma, Co.
Mechanical Joint Fittings, SSB Class 351
AWWA C 153, C 110, C 112
02/26/14
EI-07
MJ Fittings
Accucast
Class 350 C-153 MJ Fittings
AW WA C153
4"-12"
05/14/98
EI-07
Ductile Iron Joint Restraints
Ford Meter Box CoXiii-Flange
Uni-Flange Series 1400
AW WA C111/C153
4" to 36"
05/14/98
EI-24
PVC Joint Restraints
Ford Meter Box Co.fUni-Flange
Uni-Flange Series 1500 Circle -Lock
AW WA C111/C153
4" 124"
11/09/04
E1-07
Ductile Iron Joint Restraints
One Bolt, Inc.
One Bolt Restrained Joint Fitting
AW WA C111/CI16/C153
4" to 12"
02/29/12
33-11-11
Ductile Iron Pipe Mechanical Joint Restraint
EBAA Iron, Inc.
Megalug Series 1100 (for DI Pipe)
AW WA C111/CI16/C153
4" to 42"
02/29/12
33-11-11
PVC Pipe Mechanical Joint Restraint
EBAA Iron, Inc.
Megalug Series 2000 (for PVC Pipe)
AW WA CI I I/C116/C153
4" to 24"
08/05/04
E1-07
Mechanical Joint Retainer Glands(PVC)
Sigma, Co.
Sigma One-Lok SLC4 - SLCIo
AW WA C111/C153
4" to 10"
03/06/19
33-11-11
Mechanical Joint Retainer Glands(PVC)
Sigma, Co.
Sigma One-Lok SLCS4 - SLCS12
AW WA C111/C153
4" to 12"
08/05/04
E1-07
Mechanical Joint Retainer Glands(PVC)
Sigma, Co.
Sigma One -Lk SLUE
AW WA C111/C153
12" to 24"
08/10/98
E1-07
MJ Fittings(DIP)
Sigma, Co.
Sigma One-Lok SLDE
AW WA C153
4" - 24"
10/12/10
E1-24
Interior Restrained Joint System
S & B Techncial Products
Bulldog System ( Diamond Lok 21 & JM
ASTM F-1624
4" to 12"
08/16/06
E1-07
Mechanical Joint Fittings
SIP Industries(Serampore)
Mechanical Joint Fittings
AW WA C153
4" to 24"
11/07/16
33-11-11
Mechanical Joint Retainer Glands
Star Pipe Products, Inc.
PVC Stargrip Series 4000
ASTM A536 AW WA CI I I
11/07/16
33-11-11
Mechanical Joint Retainer Glands
Star Pipe Products, Inc.
DIP Stargrip Series 3000
ASTM A536 AW WA CI I I
EZ Grip Joint Restraint (EZD) Black For DIP
03/19/18
33-11-11
Mechanical Joint Retainer Glands
SIP Industries(Serampore)
ASTM A536 AW WA CI I I
3"-48"
EZ Grip Joint Restraint (EZD) Red for C900
WII-18
33-1141
Mechanical Joint Retamor Glands
SIP Industries(Serampore)
DR14 PVC Pipe
ASTM A536 AW WA CI I I
4 -12
EZ Grip Joint Restraint (EZD) Red for C900
.111-18
33-1141
Mechanical Joint Retaner Glands
SIP Industries(Serampore)
DR18 PVC Pipe
ASTM A536 AW WA C111
16"-24"
* From Original Standard Products List 5
FORT WORTH®
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 9-3-24
Approval
Spec No. [Classsification Manufacturer
Water PiDes & Fittings/Resilient Seated Gate 33-12-20 (05/13/15)
Model No.
National Spec
Size
-
alves
Resilient Wedged Gate Valve w/no Gears
alve*
American Flow Control
Series 2500 Drawing # 94-20247
16"
I 12/13/02
Resilient Wedge Gate Valve
American Flow Control
Series 2530 and Series 2536
AW WA C515
30" and 36" I
I 08/31/99
Resilient Wedge Gate Valve
American Flow Control
Series 2520 & 2524 (SO 94-20255)
AW WA C515
20" and 24" I
I 05/18/99
Resilient Wedge Gate Valve
American Flow Control
Series 2516 (SD 94-20247)
AW WA C515
16" I
I 10/24/00
E1-26
Resilient Wedge Gate Valve
American Flow Control
Series 2500 (Ductile Iron)
AW WA C515
4" to 12" I
I 08/05/04
Resilient Wedge Gate Valve
American Flow Control
42" and 48" AFC 2500
AW WA C515
42" and 48" I
I 05/23/91
E1-26
Resilient Wedge Gate Valve
Amen— AVK Company
American AVK Resilient Scatted GV
AW WA C509
4" to 12" I
I01/24/02
E1-26
Resilient Wedge Gate Valve
American AVK Company
20" and smaller I
I *
E1-26
Resilient Seated Gate Valve
Kennedy
4" - 12" I
I
E1-26
Resilient Seated Gate Valve
M&H
4" - 12" I
I *
E1-26
Resilient Seated Gate Valve
Mueller Co.
4" - 12" I
I 11/08/99
Resilient Wedge Gate Valve
Mueller Co.
Series A2361 (SD 6647)
AW WA C515
16"
I 01/23/03
Resilient Wedge Gate Valve
Mueller Co.
Series A2360 for 18"-24" (SD 6709)
AW WA C515
24" and smaller
I 05/13/05
Resilient Wedge Gate Valve
Mueller Co.
Mueller 30" & 36", C-515
AW WA C515
30" and 36"
I 01/31/06
Resilient Wedge Gate Valve
Mueller Co.
Mueller 42" & 48", C-515
AW WA C515
42" and 48"
I 01/28/88
E1-26
Resilient Wedge Gate Valve
Clow Valve Co.
AW WA C509
4" - 12"
I 10/04/94
Resilient Wedge Gate Valve
Clow Valve Co.
16" RS GV (SD D-20995)
AW WA C515
16"
I 11/08/99
EI-26
Resilient Wedge Gate Valve
Clow Valve Co.
Clow RW Valve (SD D-21652)
AW WA C515
24" and smaller
I 11/29/04
Resilient Wedge Gate Valve
Clow Valve Co.
Clow 30" & 36" C-515
AW WA C515
30" and 36" (Note 3)
11/30/12
Resilient WedgF Gate Valve
Clow Valve Co.
Clow Valve Modal 2638
AW WA C515
24" to 48" (Note 3)
05/08/91
E1-26
Resilient Seated Gate Valve
Stockham Valves & Fittings
AW WA C 509, ANSI 420 - stem,
4" - 12"
I
E1-26
Resilient Seated Gate Valve
U.S. Pipe and Foundry Co.
Mcm,scal 250, requirements SPL #74
3" to 16"
10/26/16
33-12-20
Resilient Seated Gate Valve
EJ (East Jordan Iron Works)
EJ FImMaster Gate Valve & Boxes
08/24/18
Mateo Gate Valve
Mateo -Noma
225 MR
AW WA/ANSI C115/An21.15
4" to 16"
I
Water - PiDes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)
I
I
E1-30
Rubber Seated Butter fly Valve
Henry Pratt Co.
AW WA C-504
24"
I
E1-30
Rubber Seated Butterfly Valve
Mueller Co.
AW WA C-504
24"and smaller
I 1/11/99
E1-30
Rubber Seated Butterfly Valve
Dezurik Valves Co.
AW WA C-504
24" and larger
I 06/12/03
E1-30
Valmatm American Butterfly Valve
Valmatic Valve and Manufacturing Corp.
Valmatic American Butterfly Valve.
AW WA C-504
Up to 84" diameter
I 04/06/07
E1-30
Rubber Seated Butterfly Valve
M&H Valve
M&H Style 4500 & 1450
AW WA C-504
24" to 48"
03/19/18
33 12 21
Rubber Seated ButterflyValve
G. A. Industries Golden Anderson
AW WA C504 Butter fly Valve
AW WA C-504
09/03/24
33 12 21
Rubber Seated ButterFl Valve
American AVK Com an
AW WA C504 Butterfl Valve Class 250B
AW WA C-504
Water - Polved vlene Encasement 33-11-10 (01/08/13)
I 05/12/05
E1-13
Polyethylene Encasment
Flexsol Packaging
Fulton Enterprises
AW WA C105
8 mil LLD I
I 05/12/05
E1-13
Polyethylene Encasment
Mountain States Plastics (MSP) and AEP Ind.
Standard Hardware
AW WA C105
8 mil LLD I
I 05/12/05
E1-13
Polyethylene Encasment
AEP Industries
Bullshong by Cowtown Bolt & Gasket
AW WA C105
8 mil LLD I
I 09/06/19
33-11-11
Polyethylene Encasment
Northtown Products Inc.
PE Encasement for DIP
AW WA C105
8 mil LLD I
I
I
I Water - SamDline Station
I
I
09/02/24 1 331250 Water Sampling Station Mueller Water Products, Inc. Model BSS01-36-MUDG2-CSD-NL, Freeze
Proof. Hasp for Locking Access Hatch
Water - Automatic Flusher
HG6-A-IN-2-BRN-LPRR(Portable)
10/21/20 Automated Flushing System Mueller Hydrostuard HG2-A-IN--2-PVC-018-LPLG(Perrnanent)
04/09/21 Automated Flushing System Kupfsde Foundry Company Eclipse #9800wc
04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable)
The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical
Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's
Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water
Yellow Highlight indicates recent changes
* From Original Standard Products List
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 09/23/2024
I Concrete
I Class A (Sidewalk, ADA Ramps, Driveways,
Curb/Gutter, Median PaveineaD
19/92022 03 3000
M. Desop,
AoP_.P Concrete Co.Prny
30CAF029
3000 psi Conaete for Sidewalks & ADA Ramps
3-5" Slump; 3-6° o Air
19/92022 011001
Ma Design
Argos
DL00000 t0433
3000 pet Concrete Cor SWmvalks, Curbs
3-5" Slump; 3-6% Av
I9/92022 03 30 00
Ma Destgv
Argos
DIOOO0001055
3000 pet Concrete for fide,, Jvncton Boxes, Manholes, Channel L.ers, Sidewalks, Driveways, Curb & Gutter
3-5" Slump; 3-6%Air
16/2 024 03 3000
Ma Design
Big Town Concrete
302050-1
3000 psi Concrete for Curbs said Sidewalks
3-5" Slump; 3-6%Air
19/92022 03 30 00
Ma Design
Bumco Texas
30U101AG
3000 psi Concrete Ma for Flatwork
3-5" Slump; 3fi% AP
14/1 024 03 30 00
Ma Design
Bumco Texas
30U500BG
3000psi Concrete Mix for Sidewalk,
3-5" Slump; 3fi%Air
19/92022 03 30 00
Ma Design
Carder Conaae
FWCC502001
3000 psi for Sidewalks, Driveways, Ramps, Cmb & Gutter, Flatwmk
3-5" Slump; 3fi% Air
19/92022 03 3000
M. Design
Card. Concrete
FWCC502021
3500 psi concrete for SidewaR.s, Driveways, Ramps, Curb & Gutter
3-5" Slump; 3-6% Air
19/92022 03 30 00
Ma Design
Cltmley's Concrete
3759
3000 psi Concrete Ma Cor Sidewalks
3-5" S1_P; 3-6% Air
19/9/2022 03 30 00
M. Design
Charky's Concrete
4102
3000 psi Concrete Mu Cor Sidewalks
3-5" Slump; 3-6%Air
19/9/2022 03 30 00
M. Design
Chisholm Tied Red, Mu
C13020AE
3000 psi Co.::. for Driveways, Curb & Gutter
3-5" Slump; 4.5-7.5%Air
19/92022 03 30 00
M. Design
City Concrete Company
30HA20E
3000 psi Covaele Mu far Blocking, Sidewalks, F1roc ak, Pads
3-5" Slump; 3-6% AQ
19/92022 03 30 00
M. Design
Cow Town Redi Mu
253-W
3000 psi Concrete Mu Sidewalks, ADA Ramps, Driveways, Curb &Gull., Safery End Treatments, Non-TkDOT Retuvmg Walls
3-5" Slump; 3-6% An
19/92022 03 30 00
Mu Design
Cow Town Red, Mu
210
3000 psi Conae1, Mu far, Sidewalks, Driveways, ADA Ramps
3-5" Slump; 36% Air
19/92022 03 30 00
Mu Design
Cow Town Red, Mu
350
3000 psi Concrete Mu far, Sidewalks, Driveways, ADA Ramps
3-5" Slump; 36 Air
11/29/2024 033000
Ma Desigo
Estuda Ready Mir
R3050AEWR
5.00 Sacks / 3,000 psi Concrete for Sidewalk,, Ramps, inlets, s id Manholes
3-5" Slump; 36% Air
19/92022 03 30 00
Ma Design
GCH Concrete Services
GCH4000
4000 psi Concrete fir far, Sidewalks, Ramps, Headwalls, mle6, said Storin Dm. Sttucmres
3-5" 1lump; 3-6 Air
19/92022 03 30 00
Mu Design
Hokin, - SOR, arc.
1261
3000 psi Concrete Mu fm Sidewalks
3-5" Slump; 3fi% Aar
19/92022 03 30 00
Ma Design
Holcim - SOR, arc.
5177
3000 psi Concrete Mu for Sidewalks
3-5" Slump; 36%An
19/92022 03 3000
Mu Design
Holcon - SOP- Inc
5409
4000 psi Concrete Ma Cor Sidewalks, inlets
3-5" Slump; 3-6%AP
19/92022 03 3000
M. Design
Ingram Concrete & Aggregates
2MWR-147QW5D5
3000 psi Concrete Mu Cor Sidewalks, ADA Ramps
3", Slump; 3-6%Au
19/92022 03 3000
Ma Design
Ing— Concrete & Aggregates
2MWR-70J23504
3000 psi Concrete for Sidewalks, ADA Ramps
3-5" Slump; 3-6% Av
14/72023 03 3000
Ma Design
Liquid Stone
C30ID
3,000 psi Concrete for Sidewalks, Approaches, and Driveways.
-6
3-5" Slump; 3-6% Av
19/92022 03 3000
9/9
Ma Design
Marto M—
R2136214
3,000 psi Concrete for Sidewalks & Ramps
3-5" Slump;
19/92022 03 30 00
Ma Desigo
Mart. Manetm
R2136014
3,000 psi Concrete for Sidewalks & Ramps
3-5" Slump; 3fi% Air
14/12023 03300 00
Ma Design
Marto M—Pe
R2136N14
5 00 sacks / 3,000 psi concete fm Sidewalks
3-5" Slump; 3-6%Air
16/12023 033000
Ma Design
Mart. Mariam
R2136R20
3,000 psi Concrete for Sidewalks and Ramps
3-5" Slump; 3-6% An
16/12023 03 30 00
Ma Dea,eo
Mart. Manata
R2136N20
3,000 psi Conmae for Sidewalks and Ramps
3-5" Slump; 3-6%Air
1112/2022 03 30 00
M. Design
Mazt. Mariate
R2141K24
4,000 psi Concrete for luncuon Boxes, Sidewalks and Ramps
3-5" Slump; 3-6% Air
18/42023 0330.0
Ma Design
Minim Manata
R2136R14
5.00 sacks / 3,500 psi Concrete for Sidewalks and Ramps
3-5" Slump; 3fi% Air
33000
14/7/2023 .33..0
M. Design
Maze. Manata
R2136K14
3,000 psi concrete for sidewalks and romps
3-5" Slump; 3-6% Air
19/92022 03 30 00
Mur Design
Marl. Manata
R2131314
3,000 psi Concrete f Sidewalks & Ramps
3-5" Slump; 3-6% An
19/92022 03 30 00
Mu Design
Marl. Manata
R2132214
3,000 Psi Concrete far Sidewalks & Ramps
3-5" Slump; 36%Ah
19/92022 03 30 00
Mu Design
Mart. Marietta
D9490SC
3,000 psi Concrete far, Sidewalks & Ramps
3-5" Slump; 4.5-7.5%Air
110/4/2023 03 30 00
Mu Design
NBR Ready Mu
CLS A-YY
5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter
3-5" Slump; 3fi% Air
110/4/2023 03 30 00
Mu Design
NBR Ready Mu
CLS A -NY
5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter
3-5" Slump; 3fi% Air
17/10/2023 03 30 00
Mu Ding
Oebum
30A50MR
5 SK / 3,000 psi Concrete far Sidewalks
3-5" Slump; 3fi% Air
11/18/2023 03 30 00
Ma Design
Rapid Redi Ma
RRM5020A
3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps
3-5" Slump; 36%An
11/24/2023 03 30 00
Mu Design
Rapid Redi Mu
RRM5525A
3600 psi Concrete for Valley Gutters, Sidewalk,, Approaches, ADA Ramps
3-5" Slump; 3-6%Au
19/92022 03 3000
Ma Design
Re-M.IOL11504
6 00 Sacks / 4,000 psi Concrete Mu for Sidewalks, Curb & Gutter, Sewer Manhole, Inlets, & luncton Boxes
31" Slump; 3-6%Au
19/92022 03 300
Ma Design
Bedi-Mu
10JI1524
3000 psi Concrete Ma for Driveways, Sidewalks, ADA Ramps
3-5" Slump; 3-6%Au
19/92022 03 3000
Ma Design
Redi-Mu
VO111524
3000 psi Concrete Ma for Cmb &Gutter
3-5" Slump; 3-6% AP
19/92022 03 3000
Mae Design
SRM Concrete
30050
3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thmst Blocks, Curb and Gutter, Driveways, Barr,. Ramp
3-5" Slump; 3-6% Air
19/92022 03 30 00
Ma Design
Tarrant Concrete
FW5025A
3000 psi Concrete Ma for Cmb & Gutter, Driveways, Salm.11,, ADA Ramps
3-5" Slump; 3fi%Air
19/92022 03 30 00
Ma Design
Tartant Concrete
CP5020A
3000 psi Concrete Ma for Cmb and Gut.
3-5" Slump; 3fi% Air
110/102022 03 3000
Ma Design
Tarrant Concrete
TCFW5020A
3000 psi Concrete for Sidewalks
3-5" Slump; 3fi% An
19/9/2022 03 30 00
Mee Design
Tariant Concrete
FW5525A2
3600 psi Concrete Ma far Sidewalks, Drive Approaches, ADA Ramp, Curb and Gutter
3-5" Slump; 3-6%An
19/9/2022 03 30 00
M. Design
I— Ready Mix
3020AE
3000 psi Covaele for Sidewalks
3-5" Slump; 3fi% Air
19/9/2022 03 30 00
Ma Design
Tme Cnt Red, Ma
0250 230
3000 psi Concrete Mix far Flamrok, Curb & Gutter, Driveways, Sidewalks, ADA Ramps
3-5" Slump; 3fi% Air
19/9/2022 0)33 30 00
Mu Der-yr�
Tine Girl Red, Ma
0250 2301
3000 Psi Conaele Mor for Curb & Gutter, Driveways, Sidewalks, ADA Ramps
3-5" Si- 3-6%A r
I Class CM..,Mnt.jae Ju..Boxes,
keneaseurent. BlocIdne, Collars. Liehtp Foundations)
19/9/2022 03 30 00
Mu Design
American Concrete Company
-40CNF065
4000 psi Concrete for Manholes & Utility Structures
3-5" Slump; 0-3%Au
19/9/2022 03 3000
Mu Design
Argos
DIOOO0001061
3600 pei Concrete for Inlets, Boxes, Enc.s t, Blocking
3-5" Slump; 3-6%Air
19/9/2022 03 3000
Mu Design
Argos
D10000001055
3000 psi Concrete for Inlets, luncton Boxes, Mm boles, Chsunel L.ers, Sidewalks, Driveways, Curb & Gutter
31" Slump; 3-6%AP
19/9/2022 03 3000
Ma Design
Argos
D1000001615
3600 psi Concrete for Inlets, Boxes, EncasemrnS Blockmg
3-5" Slump; 3fi% Air
19/9/2022 03 3000
Mae Design
Ch lcVs Concrete
4502
3000 psi Concrete Mae for Sidewalks, BlocJwg
3-5" Sl_P; 3-6%Air
19/9/2022 03 30 00
Ma Design
Bumcc Texas
40U500BG
4000 psi Concrete Ma for Stony Dram Stmctmes, Driveways, Scrcrn Wells, Collars
3-5" Slump; 3-6%Air
19/9/2022 03 30 00
Ma Design
Cow Town Redi Ma
255-2
3000 psi Concrete Ma for Inlets, Tmust Blocking, Concrete Encasement
3-5" Slump; 3-6% An
19/92022 03 30 00
Ma Design
Cow Town Red, Ma
355
3000 psi Can to Ma for Inlets, Thmst Bmekoig, Covaele Encasemrnt
3-5" Slump; 3-6% Air
19/92022 03 30 00
Ma Design
Cow Town Red, Ma
255
3500 psi Covaele Ma fm Flatwmk Inlets, Thmsl Blocking Covaele Encasement
3-5" Slump; 3-6%Air
19/9/2022 03 30 00
M. Design
Cow Town Redi Mu
270
5000 psi Concrete Mu far Cask-m-Place Box Culverts
3-5" Slump; 3-6%Air
19/9/2022 03 30 00
Ma Desiga
Cow Town Red, Ma
370
5000 psi Covaele Ma for Cask-m-Place Box Culverts
3-5" Slump; 3fi%Air
19/9/2022 03 30 00
Ma Design
Cow Toxin Red, Ma
353
3000 psi Concrete Ma f Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Nov-TxDOT Raa..g Walla
3-5" Slump; 3fi "Aar
19/9/2022 03 30 00
M. Design
Cow Town Redi Mur
257
3600 psi Covaele mu far Valley Gutters, Lightpole Found,tmne
3-5" Slump; 3-6%A r
19/9/2022 03 30 00
Mu Design
Cow Town Red, Mu
357
3600 psi Canaele Mu far Valley Gutters, Lightpok Foundalmvs
3-5" Slump; 366 Air19/9/2022
03 30 00
Mu Design
Hold. - SOR, Inc.
1701
4000 per Co.aele Mu far Storm Dram Sttuc.res, Sanitary Sewer Manholes, JuncPon Box
3-5" Slump; 3b% Av
19/92022 033000
Mu Design
Holcim - SOR, Inc.
1551
3000 psi Concrete Mu far Blocking
3-5" Slump; 3fi% Av
19/92022 03 30 00
Mu Design
Hold. - SOR, Inc.
5409
4000 psi Concrete Mu for Sidewalks, Inlets
3-5" Slump; 3fi% Air
14/27/2023 03 30 00
Mu Design
Liquid Stone
C361DNFA
3,600 Psi Concrete for Retaining wall, driveway, tunaop boX aproq approach
3-5" Slump; 3fi% Air
19/92022 03 30 00
Ma Design
Mart. Marietta
R2141230
4,000 psi Concrete for Manholes, inlets & Headwalls, �f (( p rid
3-5" Slump; 3-6%An
18/42023 03 3000
Mu Design
Martin Mariam
R2141 R24
5 53 Sacks / 4,000 psi Concrete for J action Box, Box Culvert, Sidewalks said Ramps.
3-5" Slump; 3-6% Av
111202023 03 3000
Mu Design
Martin Marta
R2146R33
6 Ol Sacks / 4,000 psi Concrete Mu for CIPSewer Manholes
31" Slump; 3-6%Au
111202023 03 3000
Mu Design
Martin Mariam
R2146K33
6 Ol Sacks / 4,000 psi Concrete Ma for CIP Sewer Manholes.
3-5" Slump; 3-6%Au
19/9/2022 03 3000
Ma Design
Martin Marietta
R2142233
3,600 psi Concrete for Manholes, inlets & Headwalls
3-5" Slump; 4 5-7 5%Air
19/9/2022 03 3000
MsDesign
Mart. Mariam
R2136224
3,600 psi Concrete for Cmb Inlets
3-5" Slump; 3-6%Air
19/9/2022 03 30 00
Ma Design
Marto Marietta
R2141233
3,600 psi Concrete for Storin S-cones, Inlets, Blodmg & Encasemrnt
3-5" Shunp; 3fi%Air
19/9/2022 03 30 00
M. Design
Marta Marietta
R2146038
4,500 psi Concrete for Inlets, Storm Dram S.—a
3-5" Slump; 3fi% An
18/42023 03 30 00
MsDesign
Mart. Marietta
R2146R35
6.11 Sacks / 4,500 psi Covaele for Inlets, Manholes, and Headwalls
3-5" Slump; 3-6%An
19/122023 03 30 00
M. Design
NBR Ready Mix
CLS Pl-YY
6.00 Sacks / 4,000 psi Concrete for Collars, Manholes, Box Culv.ls
3-5" Slump; 3fi% Air
19/9/2022 03 30 00
M. Design
NBR Ready Mix
TX C-YY
3000 psi Concrete Mu far, Curb Inlets
3-5" Slump;3-6% Air
19/92022 03 30 00
M. Design
NBR Ready Mix
TX C-NY
3000 psi Can=. M. far, Curb fillets
3-5" S1nmP; 3-6% Air
11/18/2023 03 30 00
M. Design
Rapid Red, M.
RRM5320A
3000 psi Can=. for Block.g
3-5" Slump; 3-6% An
11/18/2023 03 30 00
Mur Design
Rapid Redi Mu
RRM6020ASS
4000 psi Concrete for Strom Dram Stuctures
3-5" Slump; 3-6% An
19/92022 03 30 00
Ma Design
Redt-Mix
IRJ11524
3500 psi Covaele Ma far Thmst Blocks, Valve Pads
3-5" Slump; 36% Av
19/92022 03 30 00
Ma Design
Redi-Mix
156/1524
4000 psi Concrete Ma far Caret-m-Place Stonn Drz, Structures
3-5" Slump; 36% Air
112/52022 03 30 00
Ma Design
Redt-Mu
10K115C4
3500 psi Concrete for Thmst Blocks, Valve Pads
3-5" Slump; 3-6%Au
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 09/23/2024
I i,'o.cref (cv.ti.uedl
I12/52022 03 30 00
Mu Design
Re is
I9292022 03 30 00
Mu Design
Re is
I11/212022 03 30 00
Mu Design
Redi-Mix
I9/162024 03 30 00
Mu Design
SRM Concrete
I9/92022 03 30 00
Mu Design
TapanI Concrete
110/102022 03 30 W
I C
M. Deejj$$1,
W--Rs, Culverts,
Tamgn[ Concrete
Dr fled Sha Del
es P �saRa.
Drilled
I Dred hafts
I9/9/2022 03 3000
M. D-ga
Bumco Texas
I6212023 011101
Mu Dearea
Cow T.— Redr M.
112/52022 03 3000
Ma DCa,ea
Hcicun - SOR, Inc
I9/9/2022 03 3000
Ma Desren
Holcun - SOR, Inc
I4/7/2023 03 3001
Ma Desren
Ingmry Conce, & Aggregates
I4/7/2023 03 3000
Ma Dearen
Lq al Stove
I6272023 03 30 00
Ma Drs,er,
Madm Manetta
I6272023 03 30 00
Ma Dearen
Madu, Manetta
I8/4/2023 03 30 00
Ma Drs,er,
Ms., Manetta
'024 03 30 00
M: Desren
NBR Ready Ma
I8/2 024 03 3000
M. Dearer,
NBR Ready M.
I5/152023 0``3 3000
M. Dearer,
Red,-M.
I Vther Applications
I919/2022 03 3001
Mu Des,-
Argos
I9/9/2022 03 3000
M. D.ren
Argos
I9/92022 03 3000
M. Dearen
Argos
I9/92022 03 3000
M. Dearg.
Carder Concrete
I9/9/2022 03 30 00
Mil Deeiaa
Charls s Co
I9/92022 03 30 00
Mi. Deelaa
Charlencrete
s Concrete
I9/92022 03 30 00
Mil De gar
City Concrete Co�P/any
I9192022 03 30 00
Mu Design
Cow Town R.0 Mu
I9/9/2022 03 30 00
Mu Design
Cow Town R.& Mi.
I9/92022 03 30 00
Mi. Design
Cow Town Rer i Mi.
11/292024 03 30 00
Mi. Design
Estrada Ready, -
I9/92022 03 30 00
Mi. Design
GCH Concrete —csa
I9/92022 03 30 00
Mu Design
Holcim - SOR, Inc.
I4/12023 03 30 00
Mic DesigP
Marlin Marietta
I8/30/2023 033000
Mr. DesI,
Marlin Marietta
I9/92022 03 30 00
Mu Des;
Mani. Marietta
I12/52022 03 30 00
M. Des
Redi-Min
I9/92022 03 30"
Mu Des;
SRM Concrete
I9/92022 03 M DO
M. Des
SRM Concrete
I4/12024 03 3011
Mix Design
SRM Concrete
I9/9,022 03 30 00
M. Dcs 11��
I—" Concrete
I Mass P (M.Ai.e Plac.U.A..)
I919/2022 121113
M, Deng.
Argos
I6/2 024 32 13 13
M. Deargn
Bra Tow. Concrete
I6/2 024 3213 13
M. Dearen
Bra Tow. Covcretc
I9/92022 32 13 13
M. Dearer,
Carder Co.crete
I9/92022 32 13 13
M. Dealer,
Carder Concrete
I9/92022 3213 13
M. Dealer,
Ch.lcVs Co.crete
I9/92022 32 13 13
M. Desigr,
C,ty Co.cretc Company
I9/92022 33 13 13
M. Dealka
Cow Town R.dl M.
I11/142022 321313
M.Desiga
CowT.— Redi M.
I9/9/2022 32 13 13
M. Design
Cow Tow. Redi Ma
I9/9/2022 32 13 13
M. Desiga
Cow Town Redi Ma
I2/62024 321313
Mu Design
Estrada Ready Mix
I9/92022 32 13 13
M. Design
mgam Concrete & Aggregates
I8/42023 32 13 13
M. Design
Man. Manetta
IIM/2022 321313
Mrs Design
Men. Man.tta
I10/4/2023 321313
M. Design
NBR Ready Mu
It0/4/2023 321313
M. Design
NBR Ready Mi.
I9/16/2024 321313
Mrs Design
SRM Concrete
I9/92022 32 13 13
M. Desq"
Tartant Cor,cr.te
I9/92022 32 13 13
M. Dear"
Tme Gnt Red,M,
I9/9/2022 21313
M.c De)�n
Tme Gnt Red, M,
I ces H (Ilam I Placed Pa_.)
I9/9/2022 3213 13
M' Dea,gn
Ara— Concrete Company
I9/9/2022 32 13 13
M. Deargn
Argoa
32 13 13
M.c Dealer,
Argos
i9/9/2022
9/92022 32 13 l3
M.Dearga
Argos
I9192022 3213 13
Ma Dearga
Argos
I9/92022 3213 13
M. Dealer,
Argos
I522023 3213 13
M. Design
Bra D Concrete
I9/92022 3213 13
M. Design
Brg Town Concrete
I9/92022 32 13 13
M. Dealka
Brg Tow. Concrete
I9/9/2022 32 13 13
M. Design
B.mco Texas
I9/9/2022 32 13 13
M. Desiea
Carder Concrete
I9/92022 32 13 13
M. Design
Charley's Concrete
I9/92022 32 13 13
M. Design
Charley's C--
9/9 022 32 13 13
M. Design
C,ty Concrete Company
I9/92022 32 13 13
M. Design
Cow Tow. Red, Mu
I9/9/2022 32 13 13
M. Design
Cow Town Redi Mu
11/29/2024 32 13 13
M. Design
Estrada Ready Ma
I9/92022 32 13 13
M. Design
GCH Concrete Services
I9/92022 32 13 13
M. D.,an
Holcim -SOR, roc.
I9/92022 321313
M. Dearer,
mgaa Concrete&Aggregates
I9/92022 3213 13
M' Drs,er,
mgam Concrete & Aggregates
I9/92022 321313
M.Dwrgn
Ing—Concrete&Aggregates
I I122022 32 13 13
M. Desrga
Mart. Marlette
I8/42023 32 13 13
M. Desrgr,
Mart. Manetta
156115C4 4000 psi Concrete f CrP Sar m Drain Stmctures 3-5" Slump. 3-6% Air
]OL21524 4000 psi Concrete Mi. for Manholes 3-5" Slump, 3-6%Ate
145P2
350505P4 3500 psi Concrete f SThmst Blocks and Collars 3-5" Slamp, 3-6%Ate
FW5320A 3000 psi Concrete Mi. for Blocking 3-5"Slump.36%A'v
TCFW6025A2 4000 psi Concrete f Manholes 3-S" Slamp, 3-6%Ate
36U500BG
3600 psi Concrete Mi. for Li¢htina and Traffic Signal Foundations (Drilled Shafts)
5.5-7.5" Slump; 3-6%Av
360-DS
3600 psi Concrete f Drilled Shutt/Lighting and Traffic Signal Foundation (Drilled Shafts)
5.5-7.5" Slump; 3-6% Av
1822
3600 psi Concrete f (DrRled Shafts)/Ligh[ine and Traffic Signal Foundations
5.5-7.5" Slump; 0-3 % Av
1859
4000 psi Concrete for (DrRled Shafts)/Ligh[ine and Traffic Signal Foundations
5.5-7.5" Slump; 3-6% Av
]OLQS50N
3.600 vsi Concrete for (DrRled Shafts)/Lighting and Traffic Signal Foundations
5.5-7.5" Slump; 3-6% Av
C36IDHR
3.600 mi Concrete for (DrRled Shaft)/Ligbfi-and Traffic Signal Foundations
5.5-7.5" Slump; 3-6%Au
U2146N41
6 44sacka / 3,600 car Concrete for (DrMW Shafts) / Lighting and Traffic Signal I ..datlo.s
5-7" Slump; 3-6% Av
U2146K45
6 65 sacks / 3.600 psi Concrete for (Ddled Shafts) / Lighting and Tmfic Signal Foundations
5-7" Slump; 3-6%Au
U2146R41
6 44 sacks l4.500 psi Concrete for (Drilled Pic.)/Light Pole bases
5-7" Slump; 3-6%Au
135K2524
3500 psi Concrete for (DrRled Shaft) Liehmole I ..datlona
55" Slump; 3-6%Au
135K0524
3500 psi Concrete for (Drilled 6haft) Lich Pouvdatiova
5:5 Slump; 3-6%Au
BOLL I5D5
3600 osi Concrete f (Ddled Shafts) /Lighting and Traffic Signal Foundation=
5.5-7.5" Slump; 3-6%Au
D10000001083S
4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thmst Blocking
3-5" Slump; 3-6%Au
D10000001083
4000 per Concrete for Valve Pads, Inlets, St ucta cs, Headwalls, Thmst Blocking
3-5" Slump; 3-6% Av
D 10000001681
4000 psr Covcretc for Headwalls, Retam.g Walls, Box Culverts, Valley Guam
3-5" Slump; 3-6%Al,
FWCC602001
4000 psr Concrete for Storm Drain S-rar cs, Manholes, Headwalls, Retaining Walls, Valley G.—, Drive Approaches
3-5" Slamp; 3-6% Aa
4518
4000 psi Concrete for Headwalls, Wingwalls
3-5" Slump. 3-6% Air
5642
4000 psi Concrete f Storm Drain Swcmres
3-5" Slump. 36%Air
40LA2011
4000 psi Concrete Mi. for Stomr Drain Stm..—
3-S" Slump. 3fi , Air
260-2
3600 psi Concrete Mi for Box C.1 srls, Headwalls
3-S" Slump, 3-6%Air
360-1
3600 psi Concrete for Box Culverts, Headwalls,
3-5" Slump, 36% A'v
yMi. �Wi.gw.11s
5.50
Slam'
GCH4 0�
4000 psi Cocoa foa for Sid—.&s, Rampss, H dwalls, inlets, and St.— Drain Stmctures
3-5" Slump, 3fi%Ate
1851
4500 psi Concrete for Storm Drain S-ctures, Hand Placed Paving
31" Slump, 3fi%A'v
310LBP
3,6001Q7��fj Co.uete fr RetainWalls
3-5"Stump,4-7%Air
R2141R30
5.85 SIK / 4,000 psi Concrete for Box Culverts & Headwalls
3-5" Stump, 36%Air
R2146035
4,000p�\ for Manholes, hdets & Headwalls, Valve Pads
3-5" Stump, 36% Air
l OL115C4
�C,o.crete
3600 pet � .rZa for Manhole, milt, Junction Box, Headwall
3-5" Stu—:36% Air
40050
4,000 pi Concrete fr Hdwalls, Retainvuv Wall, Collars
3-5" Slump, 36% Air
35022
3,600p� Concrete fr Junction Box, Retaining Walls
3-5"Slamp,36%Air
45050
4500 psi _as for S.— Stmetarw
3-5" Slump. 3-6%Ate
FW6020A2
4000 psi Concrete Mu for Stonn Drain Stmctares
3-5" Slamp, 3-6%Ate
D10000001617
3610 psr Concrete for Mech.e Placed Paving
1-3" Slump; 3-6%Au
360060-1
3600 per Concrete for Machine Placed Paving
l-3" Slump; 3-6%Ara
362060-1
3600 psr Concrete for Mach— Placed Paving
l-3" Slump; 3-6% Av
FWCC552091
3600 psr fr Machine Placed Paving
L-3" Slump; 3-6% Arr
FWCC602091
4000 psr for Machine Placed Paving
l-3"Slump; 3-6 Aa
5167
3600 psr Concrete M.c for Machine Placed Paving
l-3" Slump; 36% Air
3fiLA2011
3600 psr Concrete M. for Machine Placed Paving
L-3" Slump; 36%An
257-M
36M psr Concrete M. Cor Machiace ne Placed Paving
1-3"m6 p; 3-Air
:la
357-M
3600 psr Concrete M. Cor Machine Placed Paving
1-3" Slump; 3-6 Air
260-M
4000 psr Concrete Mu Cor Machine Placed Paving
1-3" Slump; 36% Air
360-M
4000 psr Cpr,mete M. for Machine Placed Paving
1-3" Slump; 36a Air
TD3655AEWR
5.50 Sacks / 3,600 psr C--lc for Machine Placed Paving
1-3" Slump; 36a Air
2MWRC56PS5D5
4000 psr Concrete Machine Placed Paving
1-3" Smmp; 36a Air
Q2141R27
5.69 sacks/4,000 psr Cmmte for Machine Placed Paving
1-3"Slump; 36%Air
Q2141K30
4,000 psi Concrete for Machine Placed Pay.g
1-3 "Slump; 36%Ate
TX C SF-YY
5.50 Sacks / 3,600 psr Concrete for Mach.. Placed Paving
1-3" Slump; 3-6 Air
TX C SF -NY
5.50 Sack' / 3,600 psr Covcr.te for Machine Placed Paving
1-3" Stump; 3-6 Air
40025
4000 per Concrete fr Machine Placed Pay.g
1-3 "Slump; 36%Air
FW5520AMP
3600 psr Concrete for Machine Placed Pay.g
1-3"Slump; 36%A
0255.2301
3600 psr Concrete M. for Machine Placed Pavrag
l-3" Slump; 3 5-6 5%Au
0260.2302
4000 psr Concrete M. for Machine Placed Pave
l-3" Slump; 3 5-6 5%Au
45CAF'076
4500 ps, Concrete for Hand Placed Paving
3-5" Slump; 3-6%Au
D 10000001273
4500 psi Concrete for Head Placed Paving
3-5" Slump; 3-6%Au
D10000001737
4500 psr Concrete for Hand Placed Paving
3-5" Slamp; 3-6% Av
D 10000002107
4500 psr Concrete for Hand Placed Paving
3-5" Slump; 3-6 Au
D 10000001791
4500 psr Concrete for Hand Placed Paving
3-5" Slump; 3-6 Aa
DJOOO0001103
4500 psi Concrete for Hand Placed Paving
3-5" Slump; 3-6% Air
CM14528AE
4500 psi Concrete for Hand Placed Paving
3-5" Slump; 3-6 An
452065-1
4500 psi hand placed paving
3-5" Stamp; 36%Air
450065-1
4500 psi hand placed paving
3-5"Slump; 3-6 Air
45U500BG
4500 psr Concr.t. M. fin Hand Placed Pay.g, Storm Swcturea
3-5" Slump; 36% Air
FWCC602021
4500 psr concrete fin Hand Placed Pay.g
3-5" Slump; 36% Air
4609
4500 psr Concrete Mu f Hand Placed Paving, Manholca
3-5" Slump; 36% Air
6103
4500 ps, Concrete M. for Hand Placed Pay.g, Manhol a
3-5" Smmp; 36% Air
45NA20R
4500 psr Concrete Mu for Hand Placed Pay.g
3-5" Slump; 36% Air265
4500 psr Concrete Mrs for Hand Placed Pay.g
3-5" Slump; 36% Air365
4500 psr Concrete M. for Heard Placed Pay.g
3-5" Slump; 3-6 AirR4560AEWR/
6.00 Sacks / 4,500 psr Concrete for Hand Placed Paving
3-5" Slump; 4-6 AirGCH4500
4500 psr Concrete Hand Placed Paving
3-5"Slump; 36%Air
1851
4500 psr Concrete for Storm D—Stmcmres, Hand Placed Paving
3-5" Slump; 36%Aa
2MWR-1fi1PSMM
4500 psi Concrete M, for Hand Placed Pay.g
3-5"Slump; 35-65%Au
2MWR-]fi]UVSDM
4500 psi Concrete for Head Placed Pay.g
31"Slump; 3-6%Au
2MWR-IOMQS50N
4500 psr Concrete for Hand Placed Paving
3-5" Slump; 3-6%Au
R2146N35
6 1l sacks / 4,500 psr cocrete for Hand Place Pay.g, inlets, Manholes, HcW aRs
3-5" Slamp; 36% Aa
R2146R36
6 17 / 4,500 psr Conce, f r Haad Placed Pay.g
3-5" Slump; 3-6%Au
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 09/23/2024
I
111/22022
111/22022
I5/22/2023
112/22/2023
112/22/2023
111/152022
111/1520 2
19/92022
19/92022
19/92022
19/92022
19/92022
110/42023
110/42023
17/102023
11/24/2023
19/92022
19/92022
19/92022
19/92022
11/132023
19/9/2022
19/92022
19/92022
19/92022
19/92022
19/92022
19/9,022
19/92022
19/9/2022
19/9/2022
19/9/2022
19/92022
19/92022
19/91022
I I/18202,
1112 124
19/92022
11/242023
14n12023
19/92022
12/102023
I9/92022
19/92022
19/92022
19/9/2022
19/9/2022
19/9/2022
11/292024
15/3/2023
14/120 3
14/152024
14/152024
19/92022
15/5/2023
I
14/1/2023
19/92022
19/9/2022
19/9/2022
19/9/2022
19/92022
19/92022
19/92022
110/42023
19/92022
I
14/12023
14/l'023
3213 IS Mix Design
3213 13 Mi. Design
3213 13 Mi. Design
32 13 13 Mi, Deaipp
32 13 L3 Mi. Dea go,
3213 13 Mi. Design
32 13 13 Mix De Ign
32 13 13 M& Design
32 13 13 Mix Design
32 13 13 Mix Design
32 13 13 Mix Desigp
32 13 13 M. Desigp
32 13 13 Miz Design
32 13 13 Mi. Design
32 13 13 Mix DIP,
32 13 13 Mu Desfl
32 13 13 Mu Demon
32 13 13 Mu D.W,
321313 Mu Delp
321313 Mu Design
321313 Mi, Design
3213 L3 Mi. Design
3213 13 Mi. Design
3213 L3 Mix Design
32 13 13 Mi. Design
32 13 13 Mi. Desion
32 13 13 Mi. Design
32 13 13 Mix Design
32 13 13 &Des v
hhaa HE B q�i�Earl,trwgthP
321313 M Design
321313 Mi. De on
32 13 13 M. De ion
3213 L3 M&Des
igp
32 13 13 Mix De ion
32 13 L3 Mix Dear
32 13 13 Mi. Dail on
32 13 13 Mi. Design
32 13 13 Mi. Design
32 13 13 Mi. Design
32 13 13 Mix Desigp
32 13 13 Mix Design
32 13 13 M. Design
32 13 13 Mix Desigp
32 13 13 Mi. Des�p
3s�21313 MieDe�r
Clas S rida�ba1Ton Slabs o
32131r M, De
321313 M&Desion
321313 M&Design
3213 13 M-Deaipp
32 13 13 Mm Desion
3213 13 Mix De ion
32 13 13 Mix De ion
32 13 13 Mix Desion
32 13 13 Mix Desion
32 13 13 Mix Des n
ZonI Base l'rmch epmr
03 34 16 Mix Design
03 M l6 Mu Dcs�°n
ontrouw Low Strm4 Material
03 34 13 Mix Design
03 34 l3 Mu Desion
03 34 l3 Mu Desion
03 34 l3 Mm Desipp
0334 13 Mm Design
03 34 l3 Mm Desion
03 34 13 Mu Design
03 34 13 Mm D—
...
rete Rink �n
I31 37 00 X Desion
31 37 00 Mi. Desion
Marlin Marietta
Marlin Marietta
Marlin Marietta
Marlin Marietta
Marlin Marietta
Marlin Marietta
Marlin Marietta
Marlin M—
Marlin Marietta
Marlin Marietta
Marlin Marietta
Mann Mantas
NBR Re Mu
NBR Re a
Osbum
R.�jjid Redi Mu
Redi-Min
Redi-Mix
Redi-Mix
Redi-Mix
SRM Concrete
SRM Concrete
Tarrant Concrete
TarrmI Concrete
Tarrmt Concrete
Tian Ready Mix
Tme Grit Redi M.
Tme Grit Redi M&
Tme Grit Redi Miz
suing)
Big D Concrete
Bumco Texas
Charleys C ncr t
Cow Town Redi Mu
Cow Town Redi Mu
Cow Town Redi Mu
Cow Town Redi Mu
Estrada Readyy Mu
Holcim - S(SR, Inc.
t.' d Stone
Marvin Marietta
Redi-Ml
SRM Concrete
SRM Concrete
TaranI Concrete
Tarrant Concrete
f Direct T.CBi Culverh, AJ p.rh Slabs)
Cow Town Red{ M
Cow Town Rd i Mu
Cow Town Redi Mu
Estrada Ready Mix
Marlin Marietta
Martin Marietta
NBR Read��Mix
NBR ReadyMix
Redi-Mix
SRM Concrete
Bumco T—
B r. T—
B— Terns
Carder C.—
Carder Concete
CityConmUe CamJnJ?nY
Cow Town Redi M&
Martin Marietta
NBR Ready Mu
Tarrant Concrete
(Martin Marietta
Martin Marietta
si
R2146K36
4,506 Concrete, for Hand Placed Pavmg
3-5"Slump. 3-6%Air
1. �°
.I // �4,500 rete �
3-6 Air
R2146R444
6.60 S.I.psCCon Mu for H dd Placed Paving
3-5" Slump. 3-6 Air
R2146K44
6.60 Sacks / 4,500 Concrete Mi for Hand Placed Paving
3-5" Slump. 36%Air
R2146P36
%,
4,500 psiC nc Ue PPor Hand Placed Paving
3-S"Slump. 36%Air
R2146K36
4,SOOpsi Conc Uefor Hand Placed Paving
31"Slump. 36%Ate
R2147241
4,500 pace pi Concrete for Hand Placed Pavig n
31:: Slump, 4.51.5%Air
R2146236
4,500 p5 Conc to for Hand Placed Paving
3-5"Slump,36%A'v
R2146036
4,500 q�`�onc to for Hand Placed Paving, Inlets
31" Stamp, 36% Ah
R2146242
4,500 P� Coneret for Hand Placed Paving
3-5" Slam,, 36%Ab
R2146042
4,500 psi Concrete for Hand Placed Pavine
3-5" Slump, 36% Air
CLS P2-YY
6.50 Sacks / 4,500 psi Concrete for Hand Placed Paving
3-5" Slump, 3-6 Air
CLS P2-NY
6.50 Sacks / 4,500 psi Can— for Hand Placed Paving
3-5" Slump, 3-6 Air
45A6OMR
6SK/4,500 psi Concrete for Hand Placed Paving
3-5"Slump, 36%Air
RRM6320ARP
4500 psi Concrete for Hand Placed Pavit�ff
3-5" Slump, 36% Air
1OM11524
4500 psi Concrete Mu for Hand Placed Pa
3-5" Slump, 36%Ate
lOM1l5D4
4500 psi Concrete Mu for Hand Placed Paving, S[onn Drain StrucNas
3-5" Slump, 36% Air
IOM71504
4500psi Concrete Mi for Hand Placed Pavmg"
3-5 "Slump, 36%Air
145CD5P4
4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Stmcta—
3-5" Slump, 3-6%Ate
45023
4,500 iConmetefor Hand Placed Paving
3-5 "Slump. 3-6%Ate
45000
4,506 iConcrete Cor Hand Placed Paving
31"Slump. 3-6%Air
FW6020AHP
4500 psi Concrete Mu for Hand Placed Paving
3-5" Slump. 3-6 Ah
FW60AHP
4500 psi Concrete Mu for Hand Placed Paving
3-5"Slump.36%Air
TCFW6020AHP
4500 psi Concrete Mu for Hand Placed Paving
3-5"Sharp, 36%Air
TRC4520
4500 psi Concrete for Hand Placed Pavi9ff
3-S" Slump. 36% Air
02602301
4500 psi Concrete Mu for Hand Placed Pav!
3-S" Slump, 36%Air
0265.2301
4500 psi Concrete Mu for Valle_ Gutters, Han Placed Paving
3-5" Slump, 3.56.5%Air
270.230
5000 psi Concrete for Hand Pla� Paving
31" Slump, 36%Air
14500AE
4500 psi Concrete f H' Early Strength Paving
3-5" Slump. 3-6%Ate
55UI20AG
4000 psi Concrete Mbe m Earl�Streng�h Paving
3-5" Slump, 3-6%Air
6589
4500 psi Concrete Mu for Hrearly Strength Paving
3-5" Slump, 3-6% Air
370-INC
4500 psi Concrete f HES Pavmg
3-5" Slump, 36%Ate
375-NC
5000 psi Concrete f HISS Paving
3-5" Slump, 36% Air
370-NC
4500 psi Concrete fm RES Paving
3-5 Shunp. 36%Air
380-NC
4500 si Concrete far HISS Pav�"r
31" Slump. 36%Air
4575AESC
7.50 ks/4,500 Qsi(3,000,Ti (a,3-&,)Concretefor HESPaving
3-S"Slump, 36%Ate
2125
5000 psi Concrete f HISS Paving
3-5" Slump, 36% Air
C451DHR-A
4500 (3,000e f r H241vs. HES Pav�'9C
3-5" Slump, 36% Air
ONI I507
4500 psi (2600 psi r 4 hrsJ Concrete Mu for HES Paving
3-5" Slump, 4.56.5 % Air
50310
5,000 �iConcreteor HES Pavia,
3-5"Skimp, 36%Air
40326
4,500 t 000 4 3-0a ) i Concrete for HES Paving
3-5" Slump, 36%Air
FW6520AMR
4500 (3000 � \3 psi HISS Pawl$
3-5" Slump, 36%Air
FW7520AMR
4500 (3000 psai -d— psi Concate s Paving
3-5" Slump, 36%Air
260
4000 psi Concrete Mi, for Bn �e Slabs, Box Culverts, Headwalls
31" Slump, 3-6%Ate
360
4000 psi Concrete Mu for Bn f Slabs, Box Culverts, Headwalls
3-5" Slump, 3-6% Air
365-STX
4000 prsi Concrete fin Bridge s s, [qq slabs of di mt Iratfic mlverts, approach slabs-TXDOT Class S-No Fly Ash
3-5" Slump, 3-6% Air
R4060AEWR
6.00 Sacks / 4,000 zi Concrete f Budge Slabs, Top Slabs, and Approach Slabs
4-6 Slump, 36%Ate
M7842344
4,000 psiCncetc Por BridgeD k
3-5"Slump. 4.5-7.5%Air
R2146P33
6.01 sacks / 4,00jJ ,i Conc to for Bri D k
3-S" Slump. 36%Ate
S. No Fly Ash
orN_S
TX S-YY
4.50 Sacks / 400611��� Concrete Mu for Class S Slab Paving
oncre a
31" Slump, 36%Ate
I56115D4
4000pi Bridge yllaha
3-5" Slomp, 36% Air
D100008553CB
4,006 psi Concret for Bdridge Approach Slab, Dark Slab
3-5 "Slump, 36%Ate
al far n
08Y450BA
800 psi 'toMu far ase for Trench Rep
51" Sllump. 3 61%Ate
OIY69OBF
100nn�i Covmete M& f Plowable Fib
Plowable, 8 5-11.5%Air
FWCC359101
50-I$0 psi Flowable Fill - CLSM
3-5" Slum{R(, 8-12%Ate
FWFF237501
50-150 psi Flowable Fill - CLSM
Flowable, 8 5-11.5%Ate
11-350-FF
50-150 psi Concrete f Flowable Fill-CLSM
Flowable, 8-12%Air
Mix# 9
70 OJai Flowable Fill - CLSM
7A" Slump, 8-11%AAir
bl�
eoncrette
8-10'
FTW FLOW FILL
ISd�AAi f HowableFdUCLSM
SI;76 8-12%Air
FWFF150CLSM
5FN01pei Plowable Poll-CLSM
Plowable, 2%Ate
1030
R2146033
14
4,006 psi Concrete for Rrmap
I3-5"Slump. 3-6%Ate
I
Asphalt Pavi„
19/92022
32 12 16
Mu Design
Austm Asphalt
FT5B117965
FT5B 117965 PG64-22 Type B Fme Base
11/92/22
321216
Mu Design
Au: Asphalt
FT1B139965
FT1B139965PG64-22TypeBPme Base
I9/92022
321216
Mu Design
Austm Asphalt
FT1B1l72
FT1B1172PG64-22TWp BF-13-
5/1 024
3212 16
Mu Dvaga
Reynolds Asphalt
340-DG-B P
340-DG-B PG64-22 Type B Base Course
19/92022
3212 16
Mix Dvoga
Reynolds Asphalt
1112B
1I12B PG64-22 Type B Fme Base
I9/92022
3212 16
Ma Design
Reynolds Asphalt
1612E
1612B PG64-22 Type B Fme Base
112/52022
3312 L6
Moe Design
Suumon,: Pavmg
3476BV6422
3076BV6422 PG62-22 Type B Fme Base
19/92022
321216
Ma D"O"
Surmount Pavmg
341-BRAP6422ERG
341-BRAP6422ERGPG64-22Ty BFine Base
19/92022
321216
MaD-110i
TXBIT
37-211305-20
37-211305-20 PG64-22 Type B Fine Base
19/9/2022
321216
Ma Desigo
TXBIT
44-211305-17
44-211305-17 PG64-22 Type B Fme Base
19/92022
32 12 l6
Ma Design
TXBIT
211305 (1757)
211305 (1757) PG64-22 Type B Fme Base
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 09/23/2024
I As h. Continued?
I9/9/2022 32 12"
Mix Ues�af
TXBIT
64-224125-18 PG
64-224125-18 PG10-22 Type D Fine Sarface
I4/l/2024 32 12 16
I
Mu Desve
N...
TXBIT
I344 MAC-SP-D 7012.
I344 MAC-SP-D 70-22XR SAC A-R Tvne D Fme Surface
I9/9/2022
eleet.hle
321320
.rninp 3
DWS-Pavers
Pine Hall Brick (Winston Salem, NC
Tactile Pavers
I9/9/2022
32 13 20
D.-Pavers
Westem Brick Co. (11—toa, TX)
Delectable Waming Pavers
I9/9/2022
321320
DWS-Composite
Armor Tile
I9/9/2022
321320
DWS-Composte
ADA Saint—(Wrhnmghat MA)
Hentage B-1, CIP Composrte Paver
I4/7/2023
32 13 20
DWS -Pavers
ADSolnMn$ (Wrhnmgton. MA)
Detectable Warm.. Pavers
I Silicone Joint Sealant
I919/2022
I9/9/2022
32 13 73
32 13 73
]Dint Sealant
]Dint Sealant
Dow
Tremco
890SL
90OSL
1901L-Cold Ued, S' 'e Component, Silicone Joint Sealant
900SL-Cold ed, S e Component, Silicone Joint Sealant
I9/9/2022
32 13 73
]Dint Sealant
P—an
300SL
300SL-Cold `ad, S�9y e Co enL Silicone Joint Sealant
I9/9/2022
32 13 73
Joint Sealant
Ciah.
RoadSaver Silicone
Road .a S icone - Cold Apphe gle Component, Silicone Joint Sealant
I Utility Trench Embedment Sand
I9/92022
3305 10
Embedment Sand
Sdver Creek Metenals
UOhty Embedment Sand
I9/92122
13305 10
Embedment Sand
Crouch M..,o is
Utrhly Embedment Sand
I9/92022
330510
Embedment Sand
FandLDut Movers
UOhty Embedment Sand
I9/92022
330510
Embedment Sand
FendLDut Movers
Utility Embedment Sand
I9/92022
13305 10
Embedment Sand
Tat Top Manm Manetto
UOhty Embedment Sand
I Storm Sewer- Manholes & B.... /Fr.mea 8,Covers/Stavd.rd JRounall 13 1-13
I9282018 3305 13
McMole F., ead Covee
A ,.Cent (Govi Stwl Company, LTD)
M11 tl220605
MHRC #220605 (Size - **24" Din)
I9282018 330513
Manhole Cover
Neenah Foot
NF-1214-Tll
NI-1274-T91(Size-32"DiaJ
I928/2 18 3305 l3
Manhole Frames and Covers
,a
Neenah
NF-1743-LM (Hlaged)
NF-1743-LJA (Hit�Fd) (Size - 32" Die.)
I928/2 18 3305 13
Manhole Frame
Neenah Faun
NF-1930-30
NF-1930-30 (Size -32 25" Di..)
I9282018 330513
Manhole Frames and Covers
Neenah Foot
R-1743-HV
R-1743-HV(Size-32"DiaJ
I4/3/2019 330513
Manhole Frames and Covers
SIP Ind`ties ++
2279ST
2279ST(Size-24"DiaJ
I4/3/2019 330513
Manhole Frames and Covers
SIP Industries++
2280ST
2280ST(Size-32"DiaJ
I10/82020 3305 13
Manhole Prames and Covers
EJ (F—Ily East Jordan bon Works)
EJ1033 M/A
EJ1033 Z2/A (Si,. -32.25" Di.)
I3/8/2024 330513
Cmbhrlet Covers
SIP Industries++
2296T
2296T(Size-***24"Die)
I6/18/2024 330513
Cmb toldCove,a
SIPlnduatries++
2279STN
2279STNT(Siza-24"Di. )
**Note: AU new develop .iead new iru 11,W'.n ea,hok lids
shall meetthe minimum 30-inch opening requ� ementas Deckedin L}ry Spechcebon 33 OS l3. Any smaller opening sius wil(onty be allowedjor esisdng manholes that require replacemerttfiames and covers
I Storm Sewer-Inlet&Structures 33A5-13
I10/82020 33 49 20
Cad,(Nets
Fonema
FRT-10.3-0OS-PRECAST** (Size - l0' X 31
I10/82020 33 49 20
Curb Inlet,
Fonema
FRT-Ox3-406-PRECAST** (Size - l0' X 31
I10/82020 334 20
Curb Inlets
Fonema
FRT-1 Ox4 5-007-PRECAST** (Size - l0' X 4.5I
I10/8/2020 334 20
Curb Inlet,
F—itte
FRT-1 Ox4 5-420-PRECAST** (Size - lO' X 4.51
I10/t2020 333920
Manhole
Fonema
FRT-0X4-009-PRECAST-TOP(Size-4'X 41
I10/t2020 333920
Manhole
Fonema
FRT-0X4-009-PRECAST-BASE(Size-4'X 41
I10/t2020 333920
Manhole
Fonema
FRT-5X5410-PRECAST-TOP(St.-5'X 5)
I10/82020 333920
ManhOle
Fonema
FRT-5X5-010-PRECAST-BASE(Size-5'X 5)
I10/82020 333920
ManhOle
Fonema
FRT.411-PRECAST-TOP(Size-6'X 6)
I10/82020 333920
Manhole
Fonema
FRT-6X6-011-PRECAST-BASE(Sim -6'X 61
I3/192021 334920
Cmb Inlets
Thompson Pipe Goup
TPG10X3-0OS-PRECAST INLET**(Size-10'X3)
I3/19/2021 33 49 20
Curb Inlets
Thompson Pipe Group
TPG15X3-0OS-PRE CAST INLET** (Size - IS' X 31
I3/19/2021 334920
Curb Inlets
Thompson Pipe Goup
TPG2OX3-00,7(5��`Tpa��(t\RR�`�EE� ��L�) *(Size-20'X 71
*e-4'X4)
I3/19/2021 333920
Manhole
Thompson Pipe Goup
TPLX4-009
I3/19/2021 333920
ManhOle
Thompson Pipe Goup
PRREC� ASE
TPG-0X4 �iza-4'X4)
I3/19/2021 33 39 20
Manhole
Thompson Pipe Goup
TPG-0X4412-PRECgASST�T 44T-FI RISER (Size - 4' X 4)
I3/19/2021 333920
Manhole
Thompson Pipe Of"'
TPG-SXS-0I�-ASTB (SizeSSX51
I3/19/2021 333920
Manhole
Thompson Pipe Group
TPG-5X5-012-PRECAST 5-Ff RISER (Size-5'X 5)
I3/192021 333920
Manhole
Thompson Pipe Group
TPG-6X6-0II-PRECAST TOP (Size -b'X 61
I3/19/2021 333920
Manhole
Thompson Pipe Group
TPG-6X6-i -PRECAST BASE (Size-6'X 6)
I3/19/2021 333920
Manhole
Thompson Pipe Group
TPG-6X6-412-PRECAST 6-FI RISER (Sie-6'X 61
I3/19/2021 333920
Manhole
Thompson Pipe Group
TPG-7X7-011-PRECASTTOP(Sie-7'X71
I3/19/2021 333920
Manhole
Thompson Foe G.u,
TPG-7X7411-PRECAST BASE(Size-7'X7)
I3/192021 33 3920
Manhole
Thompson Fie Goup
TPG-7X7-412-PRECAST 4-FT RISER (Size - TX 71
I3/19/2021 33 39 20
Manhole
Thompson Fie Goup
TPG-SX8-01 l-PRECAST TOP (Size - 8' X 81
3 39 20
I3/19/2021 333920
ManhOle
Thompson Fie Group
TPG-8X8-01 l-PRECAST BASE (Size - 8' X 81
I3/192021 33 39 20
Manhole
Thompson Fie Group
TPG-8X8412-PRECAST 5-FT RISER (Size - 8' X 81
I3/192021 33 49 20
Drot�lnle[
Thompson F./e Goup
TPG-0X4-008-PRECAST INLET (Size -4' X 41
I3/192021 33 49 20
Drot�Llet
Thompson F./e Group
TPG-5X5408-PRECAST INLET (Size - 5' X 5)
I3/192021 33 49 20
Dmtl Intel
Thomt�sSon F—je Group
TPGfiX6-008-PRECAST INLET (Si. - 6' X b)
I8282023 334910
Manhole
Oldcaste
Precast 4' x4'Stacked Maahole(Size-4'X4)
I8/28/2023 33 49 10
Manhole
Oldc.sde
Precast 5' x 8' Storm Junction Box (Size - 5' X 8)
I8282023 334910
Manhole
Oldcasde
Precas14'x 4' Storm Junction Box (Size-4'X 41
I8282023 334910
Manhole
Oldcasde
Precas15' x 5' Storm Junction Boa
I8282023 33491 0
Manhole
Oldcastie
ISize-5'XS)
Precaa16' x b' Storm ]unction Box (Size - 6' X b)
I8282023 334910
Manhole
Oldcesde
Precas18'x8'Sl Junction Box Base(Slze-8'X 8)
I8/28/2023 334910
Manhole
Old —tie
Precast 5'x8' Storm Junction Box Base (Size-5'X 8)
I8/28/2023 334910
Manhole
Rinker Materials
Reinforced 48" Diameter Spread Footing Manhole (Sie-4'X 4)
I8282023 33 39 20
Curb Inlet 10 S 3' Riser
Thompson Pit a Goap
told Rise, (Size-3 FT)
I8/28/2023 333920
3 39 20
Curb Inlet 15', 3' Rae,
Thompson Pipa Goup
Inlet Riser (Size - 3 FT)
I8/28/2023 33 39 20
Curb Inlet 20' x 3' Rae,
Thompson Pipe Group
Inlet Riser (Size - 3 FT)
I1/12/2024 33 49 20
Drop Inlet
AmenTex Pipe &Products
Drop hole[ (4' X 41
I1/12/2024 33 49 20
Drop Inlet
Ame Tex Pipe &Products
Drop hilet (5' X 5)
11/19/2024 33 49 20
Manhole
Ame Tex Pipe &Products
Precast 4M' Storrs Junction Box
11/19/2024 33 49 20
Manhole
Aoo Tex Pipe &Products
Precast 5k,T Stomr Junction Box
I1/l9/2024 33 49 20
Manhole
Am —Tex Pie &Product,
5' Precast Toneitlon MH (4' MH on the top of 5' JB)
I1/l9/2024 33 49 20
Menhole
Am —Tex Pre &Products
Precast 6k6' Storm Junction Box
I l/,9/2024 33 49 20
Manhole
An —Tex Pre &Products
6' Precast Tm,ition MH (4, MH on the top ofb' JB)
I1/19/2024 33 49 20
Manhole
AmeriTex Pre &Products
Precast 8k8' Storm Junction Box
11/192024 33 49 20
Menhole
Ame,iTex Pipe &Product,
8' Precast Tonsition MH (4' MH on the top of 8' JB)
I I/192024 33 49 20
M.Mo1e
AmenTex Pipe &Prod—
T— C Swim Dmin Manhole on Box (4' MH on the top ofRCB)
I7/162024 33 49 20
Cad, (Nets
AmenTex Pipe &Pmducrs
10x3 Precast** (Size ]0' x 31
I7/162024 33 49 20
Cmb (nets
Amen'Iex Pipe &Pmducrs
11.3 Precast"" (Svx 15' x 31
**Note: Pr-1udar are OPovedfor the stagelporn'on ofthe .vcturelbasin)-1y. Stage Hp -don ofth—rveture
are required to be cos
h place.Na—epdons to this requiremeneshall be aYoxed.
ASTM D1111
ASTM D5893
ASTM D5893
ASTM D5893
[TM C33
TM C33
TMC33
TM C33
TM C33
ASTM A48 AASHTO M306
ASTM A48 AASHTO M306
ASTM A48 AASHTO M306
ASTM A48 AASHTO M306
ASTM A48 AASHTO M306
ASTM A48 AASHTO M306
ASTM A48 AASHTO M306
ASTM A536 AASHTO M306
ASTM A48 AASHTO M306
ASTM A48 AASHTO M306
ASTM C9t3
ASTM C913
ASTM C913
ASTM C913
ASTM C913
ASTM C913
ASTM C913
ASTM C913
ASTM C913
ASTM C913
ASTM 615
ASTM 615
ASTM 615
ASTM 615
ASTM 615
ASTM 615
ASTM 615
ASTM 615
ASTM 615
ASTM 615
ASTM 615
AS 615
ASTM 6l5
ASTM 615
ASTM 615
ASTM 615
ASTM 615
ASTM 615
ASTM 615
ASTM 615
ASTM 615
AS C478
ASTM C478
ASTM C478
ASTM C478
ASTM C478
AS C478
AS C478
AS C433
AS C913-16
ASTM C913-16
AS C913-16
AS C913
AS C913
ASTM C913
ASTM C913
ASTM C913
ASTM C913
ASTM C913
ASTM C913
ASTM C913
ASTM C9t3
ASTM C9t3
ASTM C9t3
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 09/23/2024
I Storm Sewer
-Pines & Boxes 33-05-13
14/9/2021 33 41 13
Storm Drain Npee
Advanced Dramege Syetema, Inc (ADS)
ADS HP Sturm Polwmwlene (PP) Pine (Size - 12" - 60")
ASTM P2881 & AASHTO M330
I8/28/2023 33 4l l0
Sturm Dmin Pipes
Rinker Materials
Reinfored Concrete Pipe Tongue and Groove Joint Pipe (Size -21"or lu—)
ASTM C76, C655
18/28/2023 334110
Culvert Box
Rinker Materials
Reinforced Concrete Box Culvert(Sm- Various)
ASTM C789, C850
110/12/2023 33 41 10
Storm Dmin Pipes
AmeriTex Pipe &Products
Reinforced Concrete Pipe Tongue and Groove Joint Pipe` (Size - 15" or larder)
ASTM C76, C506
110/12/2023 344110
Culvert Box
A. —Tex Pr99e&Products
Reinforoed C.—Box Culvert(eize-Vai—O
ASTMC1433,C1577
110/18/2023 354110
Storm Dmin Pipes
The T— Co.
Reinforoed Conemte Pipe Tongue and Groove Joint Pipe" (Size- 15" or 1-0
ASTM C76, C506
110/18/2023 33 41 10
Culvert Box
The Tumor Co.
Reinforced C.—Box Culert (size - Vaious)
ASTM C1433,C1577
14/12/2024 33 41 10
Sturm Dmin Pipes
Thoml��son Pipe Group
Reinforced Concrete Pipe Tongue and Groove Joint Pipe` (Si,, Vaious)
ASTM C76, C506
16/25/2024 334110
Culvert Box
Oldcaste
Reinforced Concrete Box Culvert
ASTMC1433,C1577
16/25/2024 33 41 10
Storm Drain Npes
Old —de
Reinforced Concrete Pipe Tongue and Groove Joint Pipe` (Si,, Vaious)
ASTM C76, C506
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.