HomeMy WebLinkAboutContract 57649-PM1CSC No. 57649-PM1
FOR
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
Water, Sanitary Sewer, Storm & Paving
Improvements to Serve the
McPherson Addition
Multifamily Development
IPRC Record No. 21-0119
City Project No. 103716
FID No. 30114-0200431-103716-E07685
File No. N/A
X File No. X-27099
Mattie Parker David Cooke
Mayor City Manager
William .Johnson
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
2022
PREPARED BY:
El B BAIRD, HAMPTON & BROWN, INC.
ENGINEERING & SURVEYING
6300 Ridglec Ploee, Ste. 700, Ft. Worth, TX 76116 Web Site: www.bhbinc.wm
Tel: 617-338-1277 Fax: 617-338-9245 E—Itaih maiObhbinc.com
NB PROJECT 12019.135.000 FIRM REGISTRATION NO: F- 000044 TBtLS FIRM 10011300
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 5
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions Last Revised
00 11 13 Invitation to Bidders 03/20/2020 I
00 21 13 Instructions to Bidders 03/20/2020 I
0011 00 Bid Form 01/02/2011
00 42 43 Proposal Form Unit Price 05/22/2019
00 13 13 Bid -Bend 01/02/2011
0015 11 Bidders Prequalification's 01/02/2011
00 45 12 Prequalification Statement 09/01/2015 1
00 45 13 Bidder Prequalification Application 03/09/2020
00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 1
0015 10 Minority Business Enterprise Goal 08/21/2018 I
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 General Conditions 11/15/2017
00- 00 Supplementary Conditions 07/01/2011
00 73 10 Standard City Conditions of the Construction Contract for Developer 01/10/2013
Awarded Projects
Division 01 General Requirements Last Revised
01 11 00 Summary of Work 12/20/2012 i
01 25 00 Substitution Procedures 08/30/2013
01 31 19 Preconstruction Meeting 08/30/2013
01 31 20 Project Meetings 07/01/2011
01 32 33 Preconstruction Video 08/30/2013
01 33 00 Submittals 08/30/2013 1
01 35 13 Special Project Procedures 08/30/2013 1
01 45 23 Testing and Inspection Services 03/20/2020 1
01 50 00 Temporary Facilities and Controls 07/01/2011
01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011
01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 1
01 60 00 Product Requirements 03/20/2020 1
01 66 00 Product Storage and Handling Requirements 04/07/2014
01 70 00 Mobilization and Remobilization 04/07/2014
01 71 23 Construction Staking 04/07/2014
01 74 23 Cleaning 04/07/2014
01 77 19 Closeout Requirements 04/07/2014
01 78 23 Operation and Maintenance Data 04/07/2014
01 78 39 Project Record Documents 04/07/2014 I
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103716
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 5
Technical Specifications which have been modified by the Engineer specifically for this
Project; hard copies are included in the Project's Contract Documents
NONE
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City's website at:
http://fortworthtexas.gov/tuw/contractors/
or
https://anps.fortworthtexas.gov/ProiectResources/
Division 02 - Existing Conditions Last Revised
02 41 13 Selective Site Demolition 12/20/2012
02 41 14 Utility Removal/Abandonment 12/20/2012
02 41 15 Paving Removal 02/02/2016
Division 03 - Concrete
03 30 00 Cast -In -Place Concrete 12/20/2012
03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012
03 34 16 Concrete Base Material for Trench Repair 12/20/2012
83-80-00 Modifications to Existing Concrete Structures 12/20/2012
26-0-5-00 Common Work Results for Electrical 11/22/2013
26 05 10 Demolition for Electrical Systems 12/20/2012
26 05 33 Raceweol art Boxes for Electrical Systems 12/20/2012
26 05 '13 Underground Ducts and Raceways for Electrical Systems 07/01/2011
26 05 50 Communications Multi Duct Conduit 02/26/2016
Division 31- Earthwork
31 10 00 Site Clearing 12/20/2012
31 23 16 Unclassified Excavation 01/28/2013
31 23 23 Borrow 01/28/2013
31 24 00 Embankments 01/28/2013
31 25 00 Erosion and Sediment Control 12/20/2012
31 36 00 Gabions 12/20/2012
31 37 00 Riprap 12/20/2012
Division 32 - Exterior Improvements
32 01 17 Permanent Acpkkt Pcr'ing Repair 12/20/2012
32 01 18 Temporary Asphalt Paving Repair 12/20/2012
32 01 29 Concrete Paving Repair 12/20/2012
32 11 23 Flexible Base Courses 12/20/2012
32 11 29 Lime Treated Base Courses 12/20/2012
32 11 33 Cement Treated Base Courses 12/20/2012
32 11 37 Liquid Treated Soil Stabilizer 08/21/2015
32 12 16 Asphalt Paving 12/20/2012
32 12 73 Alt Awing Crack Sealants 12/20/2012
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103716
Revised March 20, 2020
32 13 13
32 13 20
32 13 73
32 14 16
32 16 13
32 17 23
32 17 25
32 31 13
32 31 26
32 31 29
32 32 13
32 91 19
32 92 13
32 93 43
Concrete Paving
Concrete Sidewalks, Driveways and Barrier Free Ramps
Concrete Paving Joint Sealants
B2ialc U:rt Paving
Concrete Curb and Gutters and Valley Gutters
Pavement Markings
Curb Address Painting
Chain Fences and Gates
Wire Fences and Gates
Wood Fences and Gates
Cast in Place Concrete Retaining Walls
Topsoil Placement and Finishing of Parkways
Hydro -Mulching, Seeding, and Sodding
Trees and Shrubs
Division 33 - Utilities
33 01 30
33 01 31
33 03 10
33 04 10
33 04 11
33 04 12
33 04 30
33 04 40
33 04 50
33 05 10
33 05 12
33 05 13
33 05 13.10
33 05 14
33 05 16
33 05 17
33 05 20
33 05 21
33 05 22
33 05 23
33 05 24
33 05 26
33 05 30
33 11 05
33 11 10
33 11 11
33 11 12
33 11 13
33 11 14
33 12 10
33 12 11
33 12 20
33 12 21
Sewer and Manhole Testing
Closed Circuit Television (CCTV) Inspection
Bypa3o Pumping of Existing Sewer Systems
Joint Bonding and Electrical Isolation
Corrosion Control Test Stations
Magnesium Anode Cathodic Protection System
Temporary Water Services
Cleaning and Acceptance Testing of Water Mains
Cleaning of Sewer Mains
Utility Trench Excavation, Embedment, and Backfill
Water Line Lowering
Frame, Cover and Grade Rings — Cast Iron
Frame, Cover and Grade Rings — Composite
Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to
Grade
Concrete Water Vaults
Concrete Collars
Auger Boring
Tunnel Liner Plato
Steel Casing Pipe
Ran: Tsnneling
Installation of Carrier Pipe in Casing or Tunnel Liner Plate
Utility Markers/Locators
Location of Existing Utilities
Bolts, Nuts, and Gaskets
Ductile Iron Pipe
Ductile Iron Fittings
Polyvinyl Chloride (PVC) Pressure Pipe
Concrete Pressure Pic, Bar Wrapped, Steel Cylinder Type
Buried Steel Pipe and Fittings
Water Services 1-inch to 2-inch
Large Water Meters
Resilient Seated Gate Valve
AWWA Rubber -Seated Butterfly Valves
CITY OF FORT WORT McPherson Addition Multifam
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page3of5
12/20/2012
06/05/2018
12/20/2012
12/20/2012
10/05/2016
11/22/2013
11/01/2013
12/20/2012
12/20/2012
12/20/2012
06/05/2018
12/20/2012
12/20/2012
12/20/2012
12/20/2012
03/03/2016
12/20/2012
12/20/2012
12/20/2012
12/20/2012
07/01/2011
02/06/2013
12/20/2012
12/12/2016
12/20/2012
01/22/2016
01/22/2016
12/20/2012
12/20/2012
12/20/2012
12/20/2012
12/20/2012
12/20/2012
12/20/2012
06/19/2013
12/20/2012
12/20/2012
12/20/2012
12/20/2012
12/20/2012
11/16/2018
12/20/2012
12/20/2012
02/14/2017
12/20/2012
12/20/2012
12/20/2012
ily Development
CPN#103716
33 12 25
33 12 30
33 12 40
33 12 50
33 12 60
33 31 12
33 31 13
33 31 15
33 31 20
33 31 21
33 31 22
33 31 23
33 31 50
33 31 70
33 39 10
33 39 20
33 39 30
33 39 40
33 39 60
33 11 10
33 11 11
33 11 12
33 16 00
3316 01
33 16 02
33 19 10
33 19 20
33 1910
Connection to Existing Water Mains
Combination Air Valve Assemblies for Potable Water Systems
Fire Hydrants
Water Sample Stations
Standard Blow -off Valve Assembly
Cured in Place Pipe (CIPP)
Fiberglass Reinforced Pipe for Gravity Sanitary Sewers
High Density Polyethylene (HDPE) Pipe for Sanitary Sewer
Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe
Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer
Pipe
Sanitary Sewer Slip Lining
Sanitary Sewer Pipe Enlargement
Sanitary Sewer Service Connections and Service Line
Combination Air Valve for Sanitary Sewer Force Mains
Cast -in -Place Concrete Manholes
Precast Concrete Manholes
Fiberglass Manhol s
Wastewater Access Chamber (WAC)
Epoxy Liners for Sanitary Sewer Structures
Reinforced Concrete Storm Sewer Pipe/Culverts
High Density Polyethylene (I-IDPB) Pipe for StorrL Drth
Reinforced Polyethlene (SRPE) Pipe
Subdrainage
Slotted Storm Drains
Tre}rh. Dimi,n3
Cast in Place Manholes and Junction Boxes
Curb and Drop Inlets
Storr"'r Drai„ag„ Headwalls a„d Wing. all
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
02/06/2013
12/20/2012
01/03/2014
12/20/2012
06/19/2013
12/20/2012
12/20/2012
12/20/2012
06/19/2013
12/20/2012
12/20/2012
12/20/2012
04/26/2013
12/20/2012
12/20/2012
12/20/2012
12/20/2012
12/20/2012
12/20/2012
07/01/2011
12/20/2012
11/13/2015
12/20/2012
07/01/2011
07/01/2011
12/20/2012
17/20/2012
07/01/2011
Divisiea-34—TfeitSffOftatifHt
31 11 10 Traffic Signals 10/12/2015
31 11 10.01 Attachment A Controller Cabinet 12/18/2015
31 11 10.02 Attachment B Controller Specification 02/2012
31 11 10.03 Attachment C Software Specification 01/2012
31 11 11 Temporary Traffic Signals 11/22/2013
31 11 13 Removing Traffic Signals 12/20/201?
31 11 15 Reetang i rr. I1& d Flathit Beaeen 11/22/2013
31 11 16 P-edciaun Hybrid Signal 11/22/2013
;4-4440 Roadway riluminat o„ A ssembl es 12/20/2012
31 11 20.01 Arterial LED Roadway Lrrr'Lires 06/15/2015
31 11 20.02 Freeway LED Roadway Luminaires 06/15/2015
31 11 20.03 Residential LED Roadway iiirrrxnaires 06/15/2015
3-4-4-1-3-0 Aluminum Signs 11/12/2013
31 11 50 Single Mode Fiber Optic Cable 02/26/2016
31 71 13 Traffic Control 11/22/2013
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103716
Revised March 20, 2020
Appendix
GC 4.01
GC-4.02
GC 1.^/I
GC 4.0.
GC 6.06ND
GC 6.07
GC 6.09
GC 6.21
GR-01 60 00
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 5
Availability of Earrd3
Subsurface and Physical Conditions
Underground Facilities
IIacardous Environmental Condition at Site
l'MIirority and Women Owned Busincss Enterprise Compliance
Wage Rates
Itr:nits and Utilities
Nondiscrimination
Product Requirements
END OF SECTION
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#1037I6
Revised March 20, 2020
Fod Worth CFA
DAP - BIO PROPOSAL
Page 1 of2
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Bidlist
Itcm Na.
Description
Project Item Information
1 0171.0101 Construction Staking
2 0241.1118 4"-12" Pressure Plug
3 3305.0109 Trench Safely
4 3311.0001 Ductile Iron Water Fittings w/ Restraint
5 3311.0161 6" PVC Water Pipe
6 3311.0261 8" PVC Water Pipe
7 3311.0461 12" PVC Water Pipe
8 3312.0001 Fire Hydrant
9 3312.0117 Connection to Existing 4"-12" Water Nlain
10 3312.2203 2" Water Service
11 13312.2803 6" Water Meter and Vault
12 3312.3002 6" Gate Valve
13 3312.3003 8" Gate Valve
14 3312.3005 12" Gate Valve
15 3312.4313 36"x 12" Tapping Sleeve & Valve
16 3312.6002 6" Blow Off Valve
1 0171.0101 Construction Staking
2 0241.2015 Remove 12" Sewer Line
3 0241.2103 8" Sewer A6andoutent Plug (Plug/Cap For Future Connection)
4 3292.0201 Utility Service Surface Restoration Seeding (Water/Sewer Esmt On/Offsite)
5 3301.0002 Post -CCTV Inspection
6 3301.0101 Manhole Vacuum Testing
7 3305.0109 Trench Safety
8 3305.01 12 Concrete Collar
9 3331.4115 8" Sewer Pipe
10 3331A 116 8" Sewer Pipe. CSS Backfill
11 3331.4208 12" Scwcr Pipe
12 3331.4209 12" Sewer Pipe, CSS Back611
13 3331.4215 15" Sewer Pipe
14 3339.1001 4' Manhole
15 3339.1003 4' Extra Depth Manhole
3
4
3341.0309 36" RCP, Class 111
3137.0105 Medium Stone Riprap, grouted
3349.4209 36" SET. 2 pipes
9999.0000 Turf Reinforcement Mat
TOTAL UNIT 111: DRAINAgAre,JjO; �M�NJS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS- DEVELOPER AWAROEO PROJECTS
Form Version May 22. 2019
Specification Section No.
Unit of
Measure
Bidder's Proposal
Bid Unit Price I Bid Value
Quantity
UNIT 1: WATER IMPROVEMENTS
01 71 23 LS 1
0241 14 EA 7
33 05 10 LF 4.480
33 11 11 TON 3
331112 LF 340
33 11 12 LF 190
331112 LF 3,950
33 12 40 EA 3
33 12 25 EA 2
33 12 10 EA 1
33 12 11 EA 2
33 12 20 EA 5
33 12 20 EA 7
33 12 20 EA 12
33 12 60 EA 1
33 12 60 EA 1
TOTAL UNIT 1: WATER pyJpjjJ��VAP,r)IjS
UNIT 11: SANITARY SEWER IMPROVEMENTS
01 71 23 LS 1
0241 14 LF 8
02 41 14 EA 1
32 92 13 SY 12,500
33 01 31 LF 3,825
330130 EA 21
33 05 10 LF 3,825
33 05 17 EA 14
33 1 1 10, 33 31 12. 33 31 2( LF 175
33 11 10,3331 12.33312( LF 25
33 11 10. 33 31 12, 33 31 2( LF 2,95
33 11 10. 33 31 12, 33 31 2( LF 36
33 11 10, 33 31 12, 33 31 2( LF 895
33 39 10. 33 39 20 EA 21
33 39 10, 33 39 20 VF 235
TOTAL UNIT 11: SANITARY SEWERJ,MP,RpyMENTA
UNIT 111: DRAINAGE IhrllpyEJvlEji
3341 10 LF 310
313700 SY 690
33 49 40 EA 2
S7,400.00 S7,400.00
S500.00 S3 500.00
SO.10 S448.00
S 14 000.00 S112,000.00
S130.00 S44,200.00
S150.00 S28,500.00
S170.00 S671,500.00
S5,900.00 517,700.00
S3,800.00 S7.600.00
S4,500.00 S4,500.00
S44,000.00 S88,000.00
S1,500.00 S7,500.00
S2,200.00 515,400.00
S3.400.00 S40,800.00
S20 000.00 S20,000.00
S7,500.00 S7,500.00
$1,076,548.00
S9,500.00 S9500.00
S10.00 S80.00
5100.00 SI00.00
S1.50 S18,750.00
S8.00 S30,600.00
S325.00 S6,825.00
S5.00 S19.125.00
S525.00 S7,350.00
S385.00 S67,375.00
S805.00 S20.125.00
S325.00 S875,875.00
S670.00 S23 450.00
S325.00 S290,875.00
S14,750.00 S309,750.00
S185.00 S43,475.00
S1,723,255.00
S170.00 S52,700.00
S285.00 5196,650.00
S6.500.00 S13,000.00
SY 3,275 S21.00 S68,775.00
S331,125.00
Bid Form Water & Sewer
Fort Worth CFA
OAP - BIO PROPOSAL
Pap 2 oft
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Bidlisl
Item No
Project Item Information
Description Specification Secuon No.
Unil of I Bid
Measure Quantity
Bidder's Proposal
Unit Price Bid Value
UNIT IV: PAVING IMPR_j1yjpr,S
1 0170.0100 Mobilization 01 70 00 LS 1 $120,000.00 S120,000.00
2 0171.0101 Constntction Staking 01 71 23 LS 1 $2,800.00 S2,800.00
3 3123.0101 Unclassified Excavation by Plan (Inc Roadway & Ofl'site) 31 23 16 CY 4.250 S 14.00 $59,500.00
4 3211.0400 Hydrated Lime 32 I 29 TN 24.3 5235.00 $5,71050
5 321 L0502 6" Lime Treatment (S% Hydrated) 32 11 29 SY 1,345 55.00 S6,725.00
6 3213.0102 7" Conc Pvnn 32 13 13 SY 1,250 $G7.00 S83,750.00
7 3213.0301 4" Conc Sidewalk 32 13 20 SF 4,100 58.25 S33.825.00
8 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 785 $2.00 51,570.00
9 3217.0001 4" SLD Piaui Marking HAS (W) 32 17 23 LF GS $2.00 $13U 00
10 3217.0004 4" BRK Pvunt Marking HAS (Y) 32 17 23 LF 245 $2 00 5490.00
11 3217.0202 8" SLD Pvntt Marking HAS (Y) 32 17 23 LF I50 S2.75 5412.50
12 3292.0200 Block Sod Placement (Within R.O.W) 32 92 13 SY 910 $5.50 $5,005.00
13 3292.0200 Seeding. Broadcast (Offsite Disturbed Areas) 32 92 13 S1' 9.550 SI.50 S 14.325.00
TOTAL UNIT IV: PAVIN IMPROVEMENTS $334.243.00
Bid Summary
UNIT I: WATER IMPROVEMENTS
UNIT II: SANITARY SEWER IMPROVEMENTS
UNIT III: DRAINAGE IMPROVEMENTS
UNIT IV: PAVING IMPROVEMENTS
UNIT V: STREET LIGHTING IMPROVEMENTS
This Bid is submitted by the entity ranted below:
BIDDER:
Jackson Construction, LTD.
5112 Son Valley Dr
Fort Worth, TX 76119
Contractor agrees to complete WORK for FINAL ACCEPTANCE within
CONTRACT commences to run as pros idrd in the General Conditions.
END OF SECTION
CITY OF FORT WORTH
STANOARO CONSTRUCTION SPECIFICATION DOCUMENTS- OEVELOPER AWARDEO PROJECTS
Form Version May 22 2019
Total Construction Bid
RV: Danny \IcCutchen
TITLE: Project Manager
DATE, April 29. 2022
51,076,548.00
$1.723,255.00
$331.125.00
S334.243.00
$3,465,171.00
264 working days after the date when the
Bid Form Water & Sever
00 45 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
Type" box provide the complete major work type 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
Wastewater Mains (all sizes) for Jackson Construction, Ltd 04-30-2023
New Development,
Rehabilitation, and
Redevelopment using Open Cut
and Trenchless construction
methods
Water Mains (all sizes) for New Jackson Construction, Ltd 04-30-2023
Development, Rehabilitation, and
Redevelopment using Open Cut
and Trenchless construction
methods
Asphalt Pavement Jackson Construction, Ltd. 04-01-2023
Construction/Reconstruction
Concrete Pavement Jackson Construction, Ltd. 02-01-2023
Construction/Reconstruction
Roadway and Pedestrian Independent Utility Construction, Inc. 03-01-2023
Lighting
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Jackson Construction, Ltd
5112 Sun Valley Drive
Fort Worth, TX 76119
BY: Trov L. Jackson
ignature
TITLE: President
DATE: 674/tea
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS
Form Version September 1, 2015
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4
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004526-I
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No. 103716. 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:
Jackson Construction, LTD
Company
5112 Sun Vallev Dr
Address
Fort Worth. TX 76119
City/State/Zip
THE STATE OF TEXAS
COUNTY OF TARRANT
By:
Signature:
Title:
Troy L. Jackson
(Please Print)
President
(Please Print)
BEFORE E, the undersigned authority, on this day personally appeared
1royl. Jackson , known to me to be the person whose name is
subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as
the act and deed of
President
for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this
'r .Nicole McCollum
My Commission Expires
Il �0 1013012022
ID No.129952648
Of
day of
iriA‘Ch (/ C
Notary Public in and for the State of Texas
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2, 2014
McPherson Addition Multifamily Development
CPN# 103716
005243-1
Developer Awarded Project Agreement
Page 1 of4
1 SECTION 00 52 43
2 AGREEMENT
3 THIS AGREEMENT, authorized on 64/260-. is made by and between the Developer, Gabriel
4 Southwest LLC, authorized to do business in Texas ("Developer") , and
5 Jackson Construction, LTD , authorized to do business in
6 Texas, acting by and through its duly authorized representative, ("Contractor").
7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
8 follows:
9 Article 1. WORK
10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project
11 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 generally
14 described as follows:
15 Water. Sanitary Sewer. Storm & Paving Improvements to Serve the McPherson Addition Multifamily Development
17 CPN:103716
18 Article 3. CONTRACT TIME
19 3.1 Time is of the essence.
20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documentsare
21 of the essence to this Contract.
22 3.2 Final Acceptance.
23 The Work will be complete for Final Acceptance within 264 working days after the date when the Contract
Time commences to run as provided in Paragraph 12.04 of the Standard City Conditions of the
Construction Contract
24 for Developer Awarded Projects.
25 3.3 Liquidated damages
26 Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer
27 financial Toss if the Work is not completed within the times specified in Paragraph 3.2 above, plus
28 any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of
29 the Construction Contract for Developer Awarded Projects. The Contractor also recognizes the
30 delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered
31 by the Developer if the Work is not completed on time. Accordingly, instead of requiring any such
32 proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor
33 shall pay Developer Five Hundred Dollars ($500.00) for each day that expires
34 after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter
35 of Acceptance.
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised June 16, 2016
00 52 43 - 2
Developer Awarded ProjectAgreement
Page 2 of 4
38 Article 4. CONTRACT PRICE
39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
40 Documents an amount in current funds of three million four hundred sixtv-five thousand one hundred and
41 seventy-one Dollars ($ 3.465,171.00).
42 Article 5. CONTRACT DOCUMENTS
43 5.1 CONTENTS:
44 A. The Contract Documents which comprise the entire agreement between Developer and
45 Contractor concerning the Work consist of the following:
46 1. This Agreement.
47 2. Attachments to this Agreement:
48 a. Bid Form (As provided by Developer)
49 1) Proposal Form (DAP Version)
50 2) Prequalification Statement
51 3) State and Federal documents (project specific)
52 b. Insurance ACORDForm(s)
53 c. Payment Bond (DAP Version)
54 d. Performance Bond (DAP Version)
55 e. Maintenance Bond (DAP Version)
56 f. Power of Attorney for the Bonds
57 g. Worker's CompensationAffidavit
58 h. MBE and/or SBE Commitment Form (If required)
59 3. Standard City General Conditions of the Construction Contract for Developer Awarded
60 Projects.
61 4. Supplementary Conditions.
62 5. Specifications specifically made a part of the Contract Documents by attachment or, if not
63 attached, as incorporated by reference and described in the Table of Contents of the
64 Project's Contract Documents.
65 6. Drawings.
66 7. Addenda.
67 8. Documentation submitted by Contractor prior to Notice of Award.
68 9. The following which may be delivered or issued after the Effective Date of the Agreement
69 and, if issued, become an incorporated part of the Contract Documents:
70 a. Notice to Proceed.
71 b. FieldOrders.
72 c. Change Orders.
73 d. Letter of FinalAcceptance.
74
75
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised June 16, 2016
005243-3
Developer Awarded Project Agreement
Page 3 of 4
76 Article 6. INDEMNIFICATION
77 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city,
78 its officers, servants and employees, from and against any and all claims arising out of, oralleged
79 to arise out of, the work and services to be performed by the contractor, its officers, agents,
80 employees, subcontractors, licenses or invitees under this contract. This indemnification provision
81 is specifically intended to operate and be effective even if it is alleged or proven that all or some
82 of the damages being sought were caused, in whole or in part, by any act, omission or negligence
83 of the city. This indemnity provision is intended to include, without limitation, indemnity for costs,
84 expenses and legal fees incurred by the city in defending against such claims and causes of actions.
85
86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its
87 officers, servants and employees, from and against any and all loss, damage or destruction of
88 property of the city, arising out of, or alleged to arise out of, the work and services to be performed
89 by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this
90 contract. This indemnification provision is specifically intended to operate and be effective even
91 if it is alleged or proven that all or some of the damages being sought were caused. in whole or in
92 part. by any act. omission or negligence of the city.
93
94 Article 7. MISCELLANEOUS
95 7.1 Terms.
96 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the
97 Construction Contract for Developer Awarded Projects.
98 7.2 Assignment of Contract.
99 This Agreement, including all of the Contract Documents may not be assigned by the Contractor
100 without the advanced express written consent of the Developer.
101 7.3 Successors and Assigns.
102 Developer and Contractor each binds itself, its partners, successors, assigns and legal
103 representatives to the other party hereto, in respect to all covenants, agreements and obligations
104 contained in the Contract Documents.
105 7.4 Severability.
106 Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable
107 by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall
108 continue to be valid and binding upon DEVELOPER and CONTRACTOR.
109 7.5 Governing Law and Venue.
110 This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue
111 shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas,
112 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 counterparts.
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised June 16, 2016
00 52 43 -4
Developer Awarded ProjectAgreement
Page 4 of 4
119
120 This Agreement is effective as of the last date signed by the Parties ("Effective Date").
121
122
Contractor:
Jackson Construction, LTD
Troy L. Jackson
(Printed Name)
Developer:
Gabriel Southwest LLC
€oLv\ 01 J lr,
(Printed Name)
Title: President Title: 7 ill ' f
Company Name: Company name: isrJ _cook .- )—
p Y
Address: 5112 Sun Valley Dr Address: 410 N Carroll Ave Ste 180
City/state/Zip: Fort Worth, TX 76119
6/b6;2—
Date Date
City/State/Zip: Southlake, TX 76092
6/1/110/32--.
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised June 16, 2016
2
3
4 THE STATE OF TEXAS
5
6 COUNTY OF TARRANT
7
SECTION 00 62 13
PERFORMANCE BOND
§
006213-1
PERFORMANCEBOND
Page 1 of 3
Bond #1086235
KNOW ALL BY THESE PRESENTS:
8 That we, Jackson Construction, LTD . known as
9 "Principal" herein and The Hanover Insurance Company , a corporate
10 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as
i 1 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Gabriel
Southwest LLC, authorized to do business in Texas ("Developer") and the City ofFort
12 Worth, a Texas municipal corporation ("City"), in the penal sum of,
13 three million four hundred sixtv-five thousand one hundred and seventv-one Dollars ($ 3,465,171.00)
14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas forthe
15 payment of which sum well and truly to be made jointly unto the Developer and the City as dual
16 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns,jointly
17 and severally, firmly by these presents.
18 WHEREAS, Developer and City have entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth by and through a Community Faeilities
20 Agreement, CFA Number e_1-0161;and
21 WHEREAS, the Principal has entered into a certain written contract with the Developer -awarded
22 the �S�" day of 14-e. - , 20p ;-which Contract is hereby referred to and made a
23 part hereof for all purposes as if fully set forth herein, to fumish all materials, equipmentlabor
24 and other accessories defined by law, in the prosecution of the Work, ineluding any Change
provideddesignatedSanitary Sewer, Storm & Paving
forinsaid
the McPherson Addition„ Multifamily.Development
as ImprovementsOrders, s to SeryContract as Water,I
26 NOW, THEREFORE, the eondition of this obligation is such that if the said Principal
27 shall faithfully perform it obligations under the Contract and shall in all respects duly and
28 faithfully perform the Work, ineluding Change Orders, under the Contract, according to the plans,
29 specifications, and contract documents therein referred to, and as well during any periodof
30 extension of the Contract that may be granted on the part of the Developer and/or City, thenthis
3 i obligation shall be and become nuil and void, otherwise to remain in full force and effect.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
McPherson Addition Multifamily Development
CPN# 103716
1
006213-2
PERFORMANCEBOND
Page 2 of 2
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall liein
2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
3 Worth Division.
4 This bond is made and executed in compliance with the provisions of Chapter 2253 ofthe
5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
6 accordance with the provisions of said statue.
7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
8 this instrument by duly authorized agents and officers onthis the /II- day of 50A-L.
9 . 20 2r.
10
11
12
13
14
15
16 ATTEST:
17
18
19 (Principal) Secretary
20
21
22 23jr\24
25 *itn s as to Principal
26
27
28
29
30
31
32
33
34
35
36
37
38
39 iy� iI 'I
(On
40 Witness as to Surety
41
42
43
c C
Mk Crowley
PRINCIPAL:
Jackson Construction. LTD
BY: f7 ;.9s
Signature
Troy L Jackson, President
Name and Title
Address: 5112 Sun Valley Dr
Fort Worth, TX 76119
SURETY:
The Hanover insurance pany
BY:
Signature
Jack M Crowley, Attorney in Fact
Name and Title
Address: 500 N Akard Street, #4300
lialias, 1 X 75201
Telephone Number: 972 385 980D
44 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
45 from the by-laws showing that this person has authority to sign such obligation. If
46 Surety's physical address is different from its mailing address, both must be provided.
47
48 The date of the bond shall not be prior to the date the Contract is awarded,
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
McPherson Addition Multifamily Development
CPN# 103716
1 SECTION 00 62 14
2 PAYMENT BOND
3
4 THE STATE OF TEXAS
5
6 COUNTY OF TARRANT
7
§
006214-1
PAYMENT BOND
Page 1 of 3
Bond #1086235
KNOW ALL BY THESE PRESENTS:
8 That we, Jackson Construction, LTD _ known as
9 "Principal" herein, and The Hanover Insurance Company a
10 corporate surety ( or sureties if more than one), duly authorized to do business in the State of
11 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the
12 Developer, Gabriel Southwest LLC, authorized to do business in Texas
13 "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal
14 Sum of three million four hundred sixtv-live thousand one hundred and seventy-one Dollars
15 ($ 3,465,171.00), lawful money of the United States, to be paid in Fort Worth,
16 Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the
17 Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators,
18 successors and assigns, jointly and severally, firmly by these presents:
19 WHEREAS, Developer and City have entered into an Agreement for the construction of
20 community facilities in the City of Fort Worth, by and through a Community Facilities
21 Agreement, CFA Number ;1-0161;and
22 WHEREAS, Principal has entered into a certain written Contract with Developer,
23 awarded the /S day of 1.01/1-2— _ 209.d." , which Contract is hereby
24 referred to and made a part hereof for all purposes as if fiilly set forth herein, to furnish all
25 materials, equipment, labor and other accessories as defined by law, in the prosecution ofthe
Water y ewer Storm & Paving
trMcPherson AdditionSanitary S �I m
26 Work1N�ult�fiam� Development
Imrovee s ton said
. n� ...serve the
providedactandesignated as
foru on
27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
31 force and effect.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
McPherson Addition Multifamily Development
CPNii 103716
006214-2
PAYMENT BOND
Page 2 of 2
1 This bond is made and executed in compliance with the provisions of Chapter 2253 ofthe
2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
3 accordance with the provisions of said statute.
4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
5 this instrument by duly authorized agents and officers on this the /5 day of
6 Pt,— . 20 d?'
7
ATTEST:
Oba rte/V1-\/--
(Principal) Secretary
ritL esu. �—
ess as to Principal
A 11'EST:
(Surety) Secretary
Witness as to ure
//V d
7SCrowIey
PRINCIPAL:
Jackson Construction, LTD
BYT ,, "
Signatufe 7
Troy L Jackson, President
Name and Title
Address: 5112 Sun Valley Dr
Fort Worth, TX 76119
SURETY:
The Hanover Insurance Company
BY:
Signatur
Jack M Crowley, Attorney in Fact
Name and Title
Address: 500 N Akard Street, #4300
Dallas, TX 75201
Telephone Number: 972 3$5 9800
9 Note: If signed by an officer of the Surety, there must be on file a certified extract fromthe
10 bylaws showing that this person has authority to sign such obligation. If Surety's physical
1 address is different from its mailing address, both must be provided_
12
13 The date of the bond shall not be prior to the date the Contract is awarded,
14 END OF SECTION
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 33, 2012
McPherson Addition Multifamily Develop nent
CPN# 103716
1
3
4 THE STATE OF TEXAS
5
6 COUNTY OF TARRANT
7
SECTION 00 6219
MAINTENANCE BOND
§
006219-I
MAINTENANCE BOND
Page 1 of 3
Bond #1086235
KNOW ALL BY THESE PRESENTS:
8 That we Jackson Construction, LTD known as
9 "Principal" herein and The Hanover Insurance Company a corporate surety
10 (sureties, if more than onc) duly authorized to do business in the State of Texas, known as
11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Gabriel
Southwest LL,C, authorized to do business in Texas ("Developer") and the City ofFort
12 Worth, a Texas municipal corporation ("City"), in the sum of three million four hundred sixtv-five
13 thousand one hundred and seventv-one Dollars ($3,465,171.00),
14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, forpayment
15 of which sum well and truly be made jointly unto the Developer and the City as dual obligeesand
16 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns,
17 jointly and severally, firmly by these prescnts.
19
20 WHEREAS, Developer and City have entered into an Agreement for the construction of
21 community facilities in the City of Fort Worth by and through a Community Facilities
22 Agreement, CFA Number 21-0161;and
23 WHEREAS, the pincipal has entered into a certain written contract with the Developer
24 awarded the day of -5014,- , 20d?7"; which Contract is
25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to fumishall
26 materials, equipment labor and other accessories as defined by law, in the prosecution ofthe
27 Work, including any Work resulting from a duly authorized Change Order (collectively herein,
28 the "Work") as provided for in said Contract and designated as Water, Sanitary Sewer, Storm & Paving
Improveme,nWtoServe the McPhe
rson Addition Multifamily Development; and
29
30 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
31 accordance with the plans, specifications and Contract Documents that the Work is andwill
32 remain free from defects in materials or workmanship for and during the period of two (2)years
33 after the date of Final Acceptancc of the Work by the City ("Maintenance Period"); and
34
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPNil 103716
Revised January 31, 2012
006219-2
MAINTENANCE BOND
Page 2 of 3
1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
2 upon receiving notiee from the Developer and/or City of the need thereof at any time within the
3 Maintenance Period.
4
5 NOW THEREFORE, the condition of this obligation is such that if Principal shall
6 remedy any defective Work, for which timely notice was provided by Developer or City, to a
7 completion satisfactory to the City, then this obligation shall become null and void; othenviseto
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 eosts thereof being borne
13 by the Principal and the Surety undcr this Maintenance Bond; and
14
15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall liein
16 Tarrant County, Texas or the United Statcs District Court for the Northern District of Texas, Fort
17 Worth Division; and
18
19 PROVIDED FURTHER, that this obligation shall be continuous in nature and
20 successive reeoverics may be had hereon for successive breaches.
21
22
23
CITY OF FORT WORTH
STANDARD C1TY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 3I, 2012
McPherson Addition Multifamily Development
CPN# I037I6
006219-3
MAINTENANCE BOND
Page 3 of 3
1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
2 instrument by duly authorized agents and officers on this the L!ay of 5'to-k—
a . 20
4
5
6
7
8
9
10
11 ATTEST:
12
13
14 (Principal) Secretary
15
16
17
18
19
24 it' ess as to Principal
21
22
23
24
25
26
27
28
29 ATTEST:
30
31 rf41 ' I
32 (Surety) Secretary
33
[
34 f .4!L ?4(1),
35 Witness as to Surety
36
f
row ley
Telephone Number:
PRINCIPAL:
Jackson Construction, LTD
BY:
Sig>!iature
Troy L Jackson, President
Name and Title
Address: 5112 Sun Valley Dr
Fort Work TX 76119
The Hanover insurance Company
Signa
Jack M Crowley, Attorney in Fact
SURETY:
BY:
Name and Title
Address: 500 N Akard Street, #4300
Dallas, TX 75201
972-385-9500
37 *Note: If signed Ii fi an officer of the Surety Company, there must be on file a certified extract
38 from the by-laws showing that this person has authority to sign such obligation. If
39 Surety's physical address is different from its mailing address; both must beprovided.
40
41
42
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH McPherson Addition MultifamilyDevelopntent
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised January 31, 2012
I tit rtMRuJ V trt IIVJUKHIVUt UUIYI YHIV T
MASSACHUSETTS BAY INSURANCE COMPANY
CITIZENS INSURANCE COMPANY OF AMERICA
POWER OF ATTORNEY
THIS Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the
extent herein stated.
KNOW ALL PERSONS BY THESE PRESENTS:
That THE HANOVER INSURANCE COMPANYand MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing underthe laves
of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan,
(hereinafter individually and collectively the "Company') does hereby constitute and appoint,
Steven R. Foster, Jack M. Crowley, Laurie Pflug , and Teuta Luri
Of Willis Towers Watson Insurance Services West, Inc of Dallas, TX each individually, if there be more than' one named, as its true and lawful attorney(s)-in-
fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, any and all surety bonds,
recognizances, undertakings, or other surety obligations. The execution of such surety bonds, recognizances, undertakings or surety obligations, in pursuance of these
presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company, in their own proper
persons_ Provided however, that this power of attorney limits the acts of those named herein; and they have no authority to bind the Company except in the manner
stated and to the extent of any limitation stated below:
Any such obligations in the United States, not to exceed Thirty Five Million and No/100 ($35,000,000) in any single instance
That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company, and said Resolutions
remain in full force and effect:
RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to
appoint Attorneys -in -fact of the Company, in its name and as it acts, to execute and acknowledge for and on its behalf as surety, any and all bonds,
recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with power to attach thereto the seal of the
Company. Any such writings so executed by suchAttorneys-in-fact shall be binding upon the Company as if they had been duly executed and acknowledged
by the regularly elected officers of the Company in their own proper persons.
RESOLVED: That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed
by the President or Vice President in conjunction with any Vice President of the Company, shall be binding on the Company to the same extent as if all
signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile. (Adopted October 7, 1981 — The
Hanover Insurance Company; Adopted April 14, 1982 — Massachusetts Bay Insurance Company; Adopted September 7, 2001 — Citizens Insurance
Company of America and affirmed by each Company on March 24, 2014)
IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANYand CITIZENS INSURANCE COMPANY OF
AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by two Vice Presidents, this 10'h day of January, 2020.
THE HANOVER INSURANCE COMPANY
MASSACHUSETTS BAY INSURANCE COMPANY
CITI„Z.ENS INSURANCE COMPANY OF AMERICA
THE HANOVER H SU E COMPANY
MASSACHUSETTS AY ICSURANCE COMPANY
CITIZENS INSURAN CE CCIMPANY OF AMERICA
vice President
arvi 14-4K:tua-e-A-A3
H. Kawiecki. Vice President
THE COMMONWEALTH OF MASSACHUSETTS )
COUNTY OF WORCESTER ) ss.
On this 10th day of January, 2020 before me came the above named Executive Vice President and Vice President of The Hanover Insurance Company,
Massachusetts Bay Insurance Companyand Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and
acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay Insurance Company
and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said
instrument by the authority and direction of said Corborations.
ARRLEEN V. SIMONS
Norery Public
COMNOWEALTH OF MAS,SAGtitiSETTS
Ay Cammiss1on Expires
June 15, E033
Arleen : r ins, TiotarypGblrc
My Commission Expires June 15, 2023
I, the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby
certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify that the
said Powers of Attorney are still in force and effect.
GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this day of
CERTIFIED COPY
THE HANOVER INSURANCE COMPANY
MA ACHUSEi rS BAY INSURANCE COMPANY
1Z NS INSURANCE CgwPANY OF AMERICA
-Carrick A. Bligh,,VicePs(sldent
e
Insurance Group®
The Hanover Insurance Company i 440 Lincoln Street, Worcester, MA 01653
Otizens Insurance Company of America i 645 West Grand River Avenue, Howell, MI 48843 Texas Complaint Notice
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call The Hanover Insurance Company/Citizens
Insurance Company of America's toll -free telephone
number for information or to make a complaint at:
1-800-608-8141
You may also write to The Hanover Insurance Company/
Citizens Insurance Company of America at:
440 Lincoln Street
Worcester, MA 01615
You may contact the Texas Department of. Insurance to
obtain information on companies, coverages, rights or
complaints at:
1-800-252-3439
You may write the Texas Department of Insurance:
P. 0, Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.texas.gov
E-mail: ConsumerProtection@tdi.state.tx.us
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your premium or
about a claim you should contact the agent or the com-
pany first. If the dispute is not resolved, you may contact
the Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR POLICY: This notice is
for information only and does not become a part or con-
dition of the attached document.
AVISO IMPORTANTE
Para obtener informacion o para someter una queja:
Usted puede Ilamar al numero de telefono gratis de The
Hanover Insurance Company/Citizens Insurance Company
of America's para informacion o para someter una queja al:
1-800-608-8141
Usted tambien puede escribir a The Hanover Insurance
Company/Citizens Insurance Company of America al:
440 Lincoln Street
Worcester, MA 01615
Puede comunicarse con el Departamento de Seguros de
Texas para obtener informacion acerca de companias,
coberturas, derechos o quejas al:
1-800-252-3439
Puede escribir al Departamento de Seguros de Texas:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.texas.gov
E-mail: ConsumerProtection@tdi.state.tx.us
DISPUTAS SOBRE PRIMAS 0 RECLAMOS:
Si tiene una disputa concemiente a su prima o a un rec-
lamo, debe comunicarse con el agente o la compania
primero. Si no se resuelve la disputa, puede entonces
comunicarse con el departamento (TDI),
UNA ESTE AVISO A SU POLIZA: Este aviso es solo para
proposito de informacion y no se convierte en parte o
condicion del documento adjunto.
181-1457 (5/12)
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
Article 2 — Preliminary Matters 6
2.01 Before Starting Construction 6
2.02 Preconstruction Conference 6
2.03 Public Meeting 6
Article 3 — Contract Documents and Amending 6
3.01 Reference Standards 6
3.02 Amending and Supplementing Contract Documents 6
Article 4 — Bonds and Insurance 7
4.01 Licensed Sureties and Insurers 7
4.02 Performance, Payment, and Maintenance Bonds 7
4.03 Certificates of Insurance 7
4.04 Contractor's Insurance 9
4.05 Acceptance of Bonds and Insurance; Option to Replace 12
Article 5 — Contractor's Responsibilities 12
5.01 Supervision and Superintendent 12
5.02 Labor; Working Hours 13
5.03 Services, Materials, and Equipment 13
5.04 Project Schedule 14
5.05 Substitutes and "Or -Equals" 14
5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) 16
5.07 Concerning Subcontractors, Suppliers, and Others 16
5.08 Wage Rates 18
5.09 Patent Fees and Royalties 19
5.10 Laws and Regulations 19
5.11 Use of Site and Other Areas 19
5.12 Record Documents 20
5.13 Safety and Protection 21
5.14 Safety Representative 21
5.15 Hazard Communication Programs 22
5.16 Submittals 22
5.17 Contractor's General Warranty and Guarantee 23
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
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5.18 Indemnification 24
5.19 Delegation of Professional Design Services 24
5.20 Right to Audit: 25
5.21 Nondiscrimination 25
Article 6 - Other Work at the Site 26
6.01 Related Work at Site 26
Article 7 - City's Responsibilities 26
7.01 Inspections, Tests, and Approvals 26
7.02 Limitations on City's Responsibilities 26
7.03 Compliance with Safety Program 27
Article 8 - City's Observation Status During Construction 27
8.01 City's Project Representative 27
8.02 Authorized Variations in Work 27
8.03 Rejecting Defective Work 27
8.04 Determinations for Work Performed 28
Article 9 - Changes in the Work
9.01 Authorized Changes in the Work
9.02 Notification to Surety
Article 10 -
10.01
10.02
10.03
Article 11-
11.01
11.02
11.03
11.04
11.05
11.06
11.07
11.08
Article 12 -
12.01
12.02
12.03
12.04
28
28
28
Change of Contract Price; Change of Contract Time 28
Change of Contract Price 28
Change of Contract Time 28
Delays 28
Tests and Inspections; Correction, Removal or Acceptance of Defective Work 29
Notice of Defects 29
Access to Work 29
Tests and Inspections 29
Uncovering Work 30
City May Stop the Work 30
Correction or Removal of Defective Work 30
Correction Period 30
City May Correct Defective Work 31
Completion 32
Contractor's Warranty of Title 32
Partial Utilization 32
Final Inspection 32
Final Acceptance 33
Article 13 - Suspension of Work 33
13.01 City May Suspend Work 33
Article 14 - Miscellaneous 34
14.01 Giving Notice 34
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STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJFCTS
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14.02 Computation of Times 34
14.03 Cumulative Remedies 34
14.04 Survival of Obligations 35
14.05 Headings 35
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ARTICLE 1— DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed -defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. Asbestos —Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3. Business Day — A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4. Buzzsaw — City's on-line, electronic document management and collaboration system.
5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight.
6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf
7. Community Facilities Agreement (CFA) —A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8. Contract —The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents —Those items that make up the contract and which must include the
Agreement, and it's attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
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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.
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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.
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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.m. and ending at 5: 00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
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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.B 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.
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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;
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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.
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1. The certificate of insurance shall document the City, an as "Additional Insured" on all
liability policies.
2. The Contractor's general liability insurance shall include a, "per project" or "per location",
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers' compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor's obligation
to maintain such lines of insurance coverage.
6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If
coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims -made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first -dollar basis, must be acceptable to and approved by the City.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage's and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either 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
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1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance
Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to
any other insurance or self-insurance programs afforded to the City. The Commercial General
Liability policy, shall have no exclusions by endorsements that would alter of nullify
premises/operations, products/completed operations, contractual, personal injury, or advertising
injury, which are normally contained with the policy, unless the City approves such exclusions
in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 each occurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U"
coverage's. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto",
defined as autos owned, hired and non -owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non -owned.
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1) $1, 000, 000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2) $250,000 Bodily Injury per person
3) $500,000 Bodily Injury per accident /
4) $100,000 Property Damage
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1. The Contractor's construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: NONE
Write the name of the railroad company. (If none, then write none)
2. The Contractor shall conduct its operations on railroad properties in such a manner as not to
interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use
or operation of its/their trains or other property. Such operations on railroad properties may
require that Contractor to execute a "Right of Entry Agreement" with the particular railroad
company or companies involved, and to this end the Contractor should satisfy itself as to the
requirements of each railroad company and be prepared to execute the right -of -entry (if any)
required by a railroad company. The requirements specified herein likewise relate to the
Contractor's use of private and/or construction access roads crossing said railroad company's
properties.
3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions
shall provide coverage for not less than the following amounts, issued by companies
satisfactory to the City and to the Railroad Company for a term that continues for so long as
the Contractor's operations and work cross, occupy, or touch railroad property:
a. General Aggregate: NONE
Enter limits provided by Railroad Company (If none, write none)
b. Each Occurrence:: NONE
Enter limits provided by Railroad Company (If none, write none)
4. With respect to the above outlined insurance requirements, the following shall govern:
a. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at -grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b. Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights -of -
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way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at -grade crossing, other work or activity is
proposed on a railroad company's right-of-way at a location entirely separate from the
grade separation or at -grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company's
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company's property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor's beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
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Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor's representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
5.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made by participating change orders.
5.05 Substitutes and "Or -Equals"
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or "or -equal" item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an "or -equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
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2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City's sole discretion an item of material or equipment proposed by Contractor does
not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 01 25 00 and:
1) shall certify that the proposed substitute item will:
i. perform adequately the functions and achieve the results called for by the general
design;
ii. be similar in substance to that specified;
iii. be suited to the same use as that specified; and
2) will state:
i. the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor's achievement of final completion on time;
ii. whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
iii. whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
i. all variations of the proposed substitute item from that specified;
ii. available engineering, sales, maintenance, repair, and replacement services; and
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4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may 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.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents.
F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or -equal" at Contractor's expense.
G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre -qualification
5.07 Concerning Subcontractors, Suppliers, and Others
A. Minority and Women Owned Business Enterprise Compliance:
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❑ Required for this Contract.
(Check this box if there is any City Participation)
® Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City's MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
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Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.08 Wage Rates
❑ Required for this Contract.
® Not Required for this Contract.
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31 st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the
City's determination that there is good cause to believe the Contractor or Subcontractor has
violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or
claimants as the difference between wages paid and wages due under the prevailing wage rates,
such amounts being subtracted from successive progress payments pending a final determination
of the violation.
D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the 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 indemnifi, 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 peiiiut 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.B. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, 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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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
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ARTICLE 6 — OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City's employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City's employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C. If the proper execution or results of any part of Contractor's Work depends upon work
performed by others under this Article 7, Contractor shall inspect such other work and promptly
report to City in writing any delays, defects, or deficiencies in such other work that render it
unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's
failure to so report will constitute an acceptance of such other work as fit and proper for
integration with Contractor's Work except for latent defects in the work provided by others.
ARTICLE 7 — CITY'S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City's Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor's failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
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7.03 Compliance with Safety Program
While at the Site, City's employees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City's Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City's representative during construction are
set forth in the Contract Documents.
A. City's Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor's executed Work. Based on
information obtained during such visits and observations, City's Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City's Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City's Project Representative's efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City's Project Representative's visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City's Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
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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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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
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ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
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3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, 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 if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the 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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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
01 11 00 -1
DAP SUMMARY OF WORK
SECTION 01 11 00
SUMMARY OF WORK
PART 1 - GENERAL
1.1 SUMMARY
Page 1 of 3
A. Section Includes:
1. Summary of Work to be performed in accordance with the Contract Documents
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1 - General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Work Covered by Contract Documents
1. Work is to include furnishing all labor, materials, and equipment, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications.
B. Subsidiary Work
1. Any and all Work specifically governed by documentary requirements for the
project, such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other public places
or other rights -of -way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
a. A reasonable amount of tools, materials, and equipment for construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN# 103716
Revised December 20, 2012
01 11 00 - 2
DAP SUMMARY OF WORK
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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 McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN# 103716
Revised December 20, 2012
01 11 00 - 3
DAP SUMMARY OF WORK
Page 3 of 3
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN# 103716
Revised December 20, 2012
01 31 19 -1
DAP PRECONSTRUCTION MEETING
SECTION 01 31 19
PRECONSTRUCTION MEETING
PART 1 - GENERAL
1.1 SUMMARY
Page 1 of 3
A. Section Includes:
1. Provisions for the preconstruction meeting to be held prior to the start of Work to
clarify construction contract administration procedures
B. Deviations from this City of Fort Worth Standard Specification
1. No construction schedule required unless requested by the City.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the delivery of the
distribution package to the City.
a. The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shall include:
a. Developer and Consultant
b. Contractor's project manager
c. Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised August 30, 2013
01 31 19 - 2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
e. Other City representatives
f. Others as appropriate
4. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor's work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
1. Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre -Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City's representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised August 30, 2013
01 31 19 -3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised August 30, 2013
013300-1
DAP SUBMITTALS
SECTION 01 33 00
DAP SUBMITTALS
PART 1 - GENERAL
1.1 SUMMARY
Page 1 of 8
A. Section Includes:
1. General methods and requirements of submissions applicable to the following
Work -related submittals:
a. Shop Drawings
b. Product Data (including Standard Product List submittals)
c. Samples
d. Mock Ups
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
d) Purchasing
e) Fabrication
f) Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work.
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised August 30, 2013
013300-2
DAP SUBMITTALS
Page 2 of 8
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B. Submittal Numbering
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Sectionnumber.
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C. Contractor Certification
1. Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify the following:
a. Field measurements
b. Field construction criteria
c. Catalog numbers and similar data
d. Conformance with the Contract Documents
2. Provide each shop drawing, sample and product data submitted by the Contractor
with a Certification Statement affixed including:
a. The Contractor's Company name
b. Signature of submittal reviewer
c. Certification Statement
1) "By this submittal, I hereby represent that I have determined and verified
field measurements, field construction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approved shop drawings."
D. Submittal Format
1. Fold shop drawings larger than 8 1/2 inches x 11 inches to 8 %2 inches x 11 inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised August 30, 2013
01 33 00 -3
DAP SUBMITTALS
Page 3 of 8
2. The Project title and number
3. Contractor identification
4. The names of:
a. Contractor
b. Supplier
c. Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s)
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identification by highlighting of deviations from Contract Documents
10. Identification by highlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
F. Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limited to:
a. Custom -prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwork manufacturing instructions
e. Custom templates
f. Special wiring diagrams
g. Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i. As applicable to the Work
2. Details
a. Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. For submittals of product data for products included on the City's Standard Product
List, clearly identify each item selected for use on the Project.
2. For submittals of product data for products not included on the City's Standard
Product List, submittal data may include, but is not necessarily limited to:
a. Standard prepared data for manufactured products (sometimes referred to as
catalog data)
1) Such as the manufacturer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing -in diagrams and templates
5) Catalog cuts
6) Product photographs
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised August 30, 2013
013300-4
DAP SUBMITTALS
Page 4 of 8
7) Standard wiring diagrams
8) Printed performance curves and operational -range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare -parts listing and printed product warranties
12) As applicable to the Work
H. Samples
1. 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
1. 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 McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised August 30, 2013
013300-5
DAP SUBMITTALS
Page 5 of 8
a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
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 fabricationprocesses,
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 McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised August 30, 2013
013300-6
DAP SUBMITTALS
Page 6 of 8
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non -conforming items that were noted.
c) Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor's risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City's
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative's then prevailing rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
7. Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City's
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c. The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the Developer at least 7 Calendar Days prior to release for
manufacture.
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised August 30, 2013
013300-7
DAP SUBMITTALS
Page 7 of 8
9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L. Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M. Qualifications
1. If specifically required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Sufficient information shall be attached to permit a written response without further
information.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised August 30, 2013
013300-8
DAP SUBMITTALS
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
DATE NAME
12/20/2012 D. Johnson
Revision Log
SUMMARY OF CHANGE
1.4.K.8. Working Days modified to Calendar Days
Page 8 of 8
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised August 30, 2013
013513-1
DAP SPECIAL PROJECT PROCEDURES
1
2
3
4 PART 1 - GENERAL
5 1.1 SUMMARY
SECTION 0135 13
SPECIAL PROJECT PROCEDURES
Page 1 of 7
6 A. Section Includes:
7 1. The procedures for special project circumstances that includes, but is not limited to:
8 a. Coordination with the Texas Department of Transportation
9 b. Work near High Voltage Lines
10 c. Confined Space Entry Program
11 d. Air Pollution Watch Days
12 e. Use of Explosives, Drop Weight, Etc.
13 f. Water Department Notification
14 g. Public Notification Prior to Beginning Construction
15 h. Coordination with United States Army Corps of Engineers
16 i. Coordination within Railroad permits areas
17 j. Dust Control
18 k. Employee Parking
19
20
21 B. Deviations from this City of Fort Worth Standard Specification
22 1. None.
23 C. Related Specification Sections include, but are not necessarily limited to:
24 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
25 2. Division 1 — General Requirements
26 3. Section 33 12 25 — Connection to Existing Water Mains
27
28 1.2 REFERENCES
29 A. Reference Standards
30 1. Reference standards cited in this Specification refer to the currentreference
31 standard published at the time of the latest revision date logged at the end of this
32 Specification, unless a date is specifically cited.
33 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter752.
34 High Voltage Overhead Lines.
35 3. North Central Texas Council of Governments (NCTCOG) — CleanConstruction
36 Specification
37 1.3 ADMINISTRATIVE REQUIREMENTS
38 A. Coordination with the Texas Department of Transportation
39 1. When work in the right-of-way which is under the jurisdiction of the Texas
40 Department of Transportation (TxDOT):
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised August, 30, 2013
013513-2
DAP SPECIAL PROJECT PROCEDURES
Page 2 of 7
1 a. Notify the Texas Department of Transportation prior to commencing any work
2 therein in accordance with the provisions of the permit
3 b. All work performed in the TxDOT right-of-way shall be performedin
4 compliance with and subject to approval from the Texas Deparlrnent of
5 Transportation
6 B. Work near High Voltage Lines
7 1. Regulatory Requirements
8 a. All Work near High Voltage Lines (more than 600 volts measured between
9 conductors or between a conductor and the ground) shall be in accordance with
10 Health and Safety Code, Title 9, Subtitle A, Chapter 752.
11 2. Warning sign
12 a. Provide sign of sufficient size meeting all OSHA requirements.
13 3. Equipment operating within 10 feet of high voltage lines will require the following
14 safety features
15 a. Insulating cage -type of guard about the boom or arm
16 b. Insulator links on the lift hook connections for back hoes or dippers
17 c. Equipment must meet the safety requirements as set forth by OSHA and the
18 safety requirements of the owner of the high voltage lines
19 4. Work within 6 feet of high voltage electric lines
20 a. Notification shall be given to:
21 1) The power company (example: ONCOR)
22 a) Maintain an accurate log of all such calls to power company and record
23 action taken in each case.
24 b. Coordination with power company
25 1) After notification coordinate with the power company to:
26 a) Erect temporary mechanical barriers, de -energize the lines, or raise or
27 lower the lines
28 c. No personnel may work within 6 feet of a high voltage line before the above
29 requirements have been met.
30 C. Confined Space Entry Program
31 1. Provide and follow approved Confined Space Entry Program in accordance with
32 OSHA requirements.
33 2. Confined Spaces include:
34 a. Manholes
35 b. All other confined spaces in accordance with OSHA's Permit Required for
36 Confined Spaces
37 D. Use of Explosives, Drop Weight, Etc.
38 1. When Contract Documents permit on the project the following will apply:
39 a. Public Notification
40 1) Submit notice to City and proof of adequate insurance coverage, 24 hours
41 prior to commencing.
42 2) Minimum 24 hour public notification in accordance with Section 01 31 13
43 E. Water Department Coordination
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised August, 30, 2013
013513-3
DAP SPECIAL PROJECT PROCEDURES
Page 3 of 7
1 1. During the construction of this project, it will be necessary to deactivate, for a
2 period of time, existing lines. The Contractor shall be required to coordinate with
3 the Water Depth tuient to determine the best times for deactivating and activating
4 those lines.
5 2. Coordinate any event that will require connecting to or the operation of an existing
6 City water line system with the City's representative.
7 a. Coordination shall be in accordance with Section 33 12 25.
8 b. If needed, obtain a hydrant water meter from the Water Department for use
9 during the life of named project.
10 c. In the event that a water valve on an existing live system be turned off and on
11 to accommodate the construction of the project is required, coordinate this
12 activity through the appropriate City representative.
13 1) Do not operate water line valves of existing water system.
14 a) Failure to comply will render the Contractor in violation of Texas Penal
15 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor
16 will be prosecuted to the full extent of the law.
17 b) In addition, the Contractor will assume all liabilities and
18 responsibilities as a result of these actions.
19 F. Public Notification Prior to Beginning Construction
20 1. Prior to beginning construction on any block in the project, on a block byblock
21 basis, prepare and deliver a notice or flyer of the pending construction to the front
22 door of each residence or business that will be impacted by construction. The notice
23 shall be prepared as follows:
24 a. Post notice or flyer 7 days prior to beginning any construction activity on each
25 block in the project area.
26 1) Prepare flyer on the Contractor's letterhead and include the following
27 information:
28 a) Name ofProject
29 b) City Project No (CPN)
30 c) Scope of Project (i.e. type of constructionactivity)
31 d) Actual construction duration within the block
32 e) Name of the contractor's foreman and phone number
33 f) Name of the City's inspector and phone number
34 g) City's after-hours phone number
35 2) A sample of the `pre -construction notification' flyer is attached as Exhibit
36 A.
37 3) Submit schedule showing the construction start and finish time for each
38 block of the project to the inspector.
39 4) Deliver flyer to the City Inspector for review prior to distribution.
40 b. No construction will be allowed to begin on any block until the flyer is
41 delivered to all residents of the block.
42 G. Public Notification of Temporary Water Service Interruption during Construction
43 1. In the event it becomes necessary to temporarily shut down water service to
44 residents or businesses during construction, prepare and deliver a notice or flyer of
45 the pending interruption to the front door of each affected resident.
46 2. Prepared notice as follows:
47 a. The notification or flyer shall be posted 24 hours prior to the temporary
48 interruption.
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised August, 30, 2013
01 35 13 - 4
DAP SPECIAL PROJECT PROCEDURES
Page 4 of 7
1 b. Prepare flyer on the contractor's letterhead and include the following
2 information:
3 1) Name of the project
4 2) City Project Number
5 3) Date of the interruption of service
6 4) Period the interruption will take place
7 5) Name of the contractor's foreman and phone number
8 6) Name of the City's inspector and phone number
9 c. A sample of the temporary water service interruption notification is attached as
10 Exhibit B.
11 d. Deliver a copy of the temporary interruption notification to the City inspector
12 for review prior to being distributed.
13 e. No interruption of water service can occur until the flyer has been delivered to
14 all affected residents and businesses.
15 f. Electronic versions of the sample flyers can be obtained from the Project
16 Construction Inspector.
17 H. Coordination with United States Army Corps of Engineers (USACE)
18 1. At locations in the Project where construction activities occur in areas where
19 USACE permits are required, meet all requirements set forth in each designated
20 permit.
21 I. Coordination within Railroad Permit Areas
22 1. At locations in the project where construction activities occur in areas where
23 railroad permits are required, meet all requirements set forth in each designated
24 railroad permit. This includes, but is not limited to, provisions for:
25 a. Flagmen
26 b. Inspectors
27 c. Safety training
28 d. Additional insurance
29 e. Insurance certificates
30 f. Other employees required to protect the right-of-way and property of the
31 Railroad Company from damage arising out of and/or from the construction of
32 the project. Proper utility clearance procedures shall be used in accordance
33 with the permit guidelines.
34 2. Obtain any supplemental information needed to comply with the railroad's
35 requirements.
36 J. Dust Control
37 1. Use acceptable measures to control dust at the Site.
38 a. If water is used to control dust, capture and properly dispose of waste water.
39 b. If wet saw cutting is performed, capture and properly dispose of slurry.
40 K. Employee Parking
41 1. Provide parking for employees at locations approved by theCity.
42
43
44
45
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised August, 30, 2013
013513-5
DAP SPECIAL PROJECT PROCEDURES
1 1.4 SUBMITTALS [NOT USED]
2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.6 CLOSEOUT SUBMITTALS [NOT USED]
4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.8 QUALITY ASSURANCE [NOT USED]
6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.10 FIELD [SITE] CONDITIONS [NOT USED]
8 1.11 WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
13
DATE NAME
8/31/2012 D. Johnson
Page 5 of 7
Revision Log
SUMMARY OF CHANGE
1.3.B — Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised August, 30, 2013
013513-6
DAP SPECIAL PROJECT PROCEDURES
1 EXHIBIT A
2
3
4
5
6 Date:
7
(To be printed on Contractor's Letterhead)
Page 6 of 7
8 CPN No.:
9 Project Name:
10 Mapsco Location:
11 Limits of Construction:
12
13
14 NCITICE QF CQNSTIUCTIQI
15
16
17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
19 PROPERTY.
20
21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
22 OF THIS NOTICE.
23
24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
25 ISSUE, PLEASE CALL:
26
27
28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.>
29
30 OR
31
32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
33
34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
35
36
37
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised August, 30, 2013
013513-7
DAP SPECIAL PROJECT PROCEDURES
1 EXHIBIT B
Date:
FORT WORTH
DOE NO. XXXX
Project Name:
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.
OR
MR.
AT
(CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER)
AT
(CITY INSPECTOR) (TELEPHONE NUMBER)
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU,
,CONTRACTOR
Page 7 of 7
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised August, 30, 2013
01 45 23
DAP TESTING AND INSPECTION SERVICES
SECTION 01 45 23
TESTING AND INSPECTION SERVICES
PART 1- GENERAL
1.1 SUMMARY
Page 1 of 2
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
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to the City's document management system, or another form of
distribution approved by the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
[Insert Project Name]
[Insert Project Number]
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City's Project Representative
4. Provide City's Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
03/20/2020 D.V. Magana
Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City's document management system.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
[Insert Project Name]
[Insert Project Number]
015000-1
DAP TEMPORARY FACILITIES AND CONTROLS
SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
Page 1 of 4
A. Section Includes:
1. Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Temporary Utilities
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 McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103716
Revised JULY 1, 2011
01 50 00 - 2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City's
established rates.
3. Electricity and Lighting
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4. Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off -site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly mariner
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D. Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
E. Dust Control
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103716
Revised JULY 1, 2011
015000-3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on -call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE -INSTALLATION
3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103716
Revised JULY 1, 2011
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103716
Revised JULY 1, 2011
015526-1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
SECTION 01 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative procedures for:
a. Street Use Permit
b. Modification of approved traffic control
c. Removal of Street Signs
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
3. Section 34 71 13 — Traffic Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES
A. Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A. Traffic Control
1. General
a. When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B. Street Use Permit
1. Prior to installation of Traffic Control, a City Street Use Permit is required.
a. To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Works Department.
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised July 1, 2011
01 55 26 - 2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1) Allow a minimum of 5 working days for permit review.
2) Contractor's responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C. Modification to Approved Traffic Control
1. Prior to installation traffic control:
a. Submit revised traffic control plans to City Depaitinent Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor's responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
D. Removal of Street Sign
1. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E. Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MUTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F. Traffic Control Standards
1. Traffic Control Standards can be found on the City's Buzzsaw website.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised July 1, 2011
015526-3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised July 1, 2011
015713-1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
SECTION 01 57 13
STORM WATER POLLUTION PREVENTION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Procedures for Storm Water Pollution Prevention Plans
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1 — General Requirements
3. Section 31 25 00 — Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a. Work associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Construction Activities resulting in greater than 1 acre of disturbance
a. Measurement and Payment shall be in accordance with Section 31 25 00.
1.3 REFERENCES
A. Abbreviations 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 McPherson Addition Multifamily Addition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised July 1, 2011
01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
B. Construction Activities resulting in:
1. Less than 1 acre of disturbance
a. Provide erosion and sediment control in accordance with Section 31 25 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 31 25 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
3. 5 acres or more of Disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a) Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a) Section 31 25 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
1. Submit in accordance with Section 01 33 00, except as stated herein.
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a) City Project Manager will forward to the City Department of
Transportation and Public Works, Environmental Division for review
CITY OF FORT WORTH McPherson Addition Multifamily Addition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised July 1, 2011
015713-3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
B. Modified SWPPP
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
in accordance with Section 01 33 00.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH McPherson Addition Multifamily Addition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised July 1, 2011
SECTION 01 60 00
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
A. Section Includes:
1. References for Product Requirements and City Standard Products List
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A list of City approved products for use is available through the City's website at:
httns://anns.fortworthtexas.gov/ProiectResources/ and following the directory
path: 02 - Construction Documents\Standard Products List
A. Only products specifically included on City's Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
B. Any specific product requirements in the Contract Documents supersede similar
products included on the City's Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City's Standard Product List.
C. Although a specific product is included on City's Standard Product List, not all
products from that manufacturer are approved for use, including but not limited to, that
manufacturer's standard product.
D. See Section 01 33 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 McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103716
Revised March 20, 2020
01 60 00
DAP PRODUCT REQUIREMENTS
Page 2 of 2
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City's Standard Product List
4/7/2014 M.Domenech Revised for DAP application
03/20/2020 D.V. Magafia Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City's website.
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103716
Revised March 20, 2020
016600-1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
1 SECTION 01 66 00
2 PRODUCT STORAGE AND HANDLING REQUIREMENTS
3 PART 1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Scheduling of product delivery
7 2. Packaging of products for delivery
8 3. Protection of products against damage from:
9 a. Handling
10 b. Exposure to elements or harsh environments
11 B. Deviations from this City of Fort Worth Standard Specification
12 1. None.
13 C. Related Specification Sections include, but are not necessarily limited to:
14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
15 2. Division 1 — General Requirements
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 [NOT USED]
21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
22 1.5 SUBMITTALS [NOT USED]
23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
24 1.7 CLOSEOUT SUBMITTALS [NOT USED]
25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
26 1.9 QUALITY ASSURANCE [NOT USED]
27 1.10 DELIVERY AND HANDLING
28 A. Delivery Requirements
29 1. Schedule delivery of products or equipment as required to allow timelyinstallation
30 and to avoid prolonged storage.
31 2. Provide appropriate personnel and equipment to receive deliveries.
32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site
33 for personnel or equipment to receive the delivery.
34
35
36
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised April 7, 2014
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other
2 containers designed and constructed to protect the contents from physical or
3 environmental damage.
4 5. Clearly and fully mark and identify as to manufacturer, item and installation
5 location.
6 6. Provide manufacturer's instructions for storage andhandling.
7 B. Handling Requirements
8 1. Handle products or equipment in accordance with these Contract Documentsand
9 manufacturer's recommendations and instructions.
10 C. Storage Requirements
11 1. Store materials in accordance with manufacturer's recommendations and
12 requirements of these Specifications.
13 2. Make necessary provisions for safe storage of materials andequipment.
14 a. Place loose soil materials and materials to be incorporated into Work to prevent
15 damage to any part of Work or existing facilities and to maintain free access at
16 all times to all parts of Work and to utility service company installations in
17 vicinity of Work.
18 3. Keep materials and equipment neatly and compactly stored in locations thatwill
19 cause minimum inconvenience to other contractors, public travel, adjoining owners,
20 tenants and occupants.
21 a. Arrange storage to provide easy access for inspection.
22 4. Restrict storage to areas available on construction site for storage of material and
23 equipment as shown on Drawings, or approved by City's Project Representative.
24 5. Provide off -site storage and protection when on -site storage is not adequate.
25 a. Provide addresses of and access to off -site storage locations for inspection by
26 City's Project Representative.
27 6. Do not use lawns, grass plots or other private property for storage purposes without
28 written permission of owner or other person in possession or control of premises.
29 7. Store in manufacturers' unopenedcontainers.
30 8. Neatly, safely and compactly stack materials delivered and stored along line of
31 Work to avoid inconvenience and damage to property owners and general public
32 and maintain at least 3 feet from fire hydrant.
33 9. Keep public and private driveways and street crossings open.
34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
35 satisfaction of City's Project Representative.
36 a. Total length which materials may be distributed along route of construction at
37 one time is 1,000 linear feet, unless otherwise approved in writing by City's
38 Project Representative.
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised April 7, 2014
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 ERECTION [NOT USED]
9 3.5 REPAIR / RESTORATION [NOT USED]
10 3.6 RE -INSTALLATION [NOT USED]
11 3.7 FIELD [oR] SITE QUALITY CONTROL
12 A. Tests and Inspections
13 1. Inspect all products or equipment delivered to the site prior tounloading.
14 B. Non -Conforming Work
15 1. Reject all products or equipment that are damaged, used or in any otherway
16 unsatisfactory for use on the project.
17 3.8 SYSTEM STARTUP [NOT USED]
18 3.9 ADJUSTING [NOT USED]
19 3.10 CLEANING [NOT USED]
20 3.11 CLOSEOUT ACTIVITIES [NOT USED]
21 3.12 PROTECTION
22 A. Protect all products or equipment in accordance with manufacturer's writtendirections.
23 B. Store products or equipment in location to avoid physical damage to items while in
24 storage.
25 C. Protect equipment from exposure to elements and keep thoroughly dry if requiredby
26 the manufacturer.
27 3.13 MAINTENANCE [NOT USED]
28 3.14 ATTACHMENTS [NOT USED]
29 END OF SECTION
30
31
32
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised April 7, 2014
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised April 7, 2014
017000-1
DAP MOBILIZATION AND REMOBILIZATION
SECTION 01 70 00
MOBILIZATION AND REMOBILIZATION
PART 1- GENERAL
1.1 SUMMARY
Page 1 of 4
A. Section Includes:
1. Mobilization and Demobilization
a. Mobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor's operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor's personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor's operation
from 1 location to another location on the Site.
b. Demobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
2. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised April 7, 2014
01 70 00 - 2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
1) Mobilization shall consist of the activities and cost on a Work Order basis
necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Work Order
c) Removal of all buildings or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for specific items of
work for which payment is provided elsewhere in the contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2 Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Mobilization and Demobilization
a. Measure
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and materials furnished in accordance with this Item
are subsidiary to the various Items bid and no other compensation will be
allowed.
2 Remobilization for suspension of Work as specifically required in the Contract
Documents
a. Measurement
1) Measurement for this Item shall be per each remobilization performed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Specified Remobilization" in accordance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised April 7, 2014
017000-3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
3. Remobilization for suspension of Work as required by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of Section 00 72 00.
2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
4. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Work Order Mobilization" in accordance with Contract
Documents. Demobilization shall be considered subsidiary to mobilization
and shall not be paid for separately.
c. The price shall include:
1) Mobilization as described in Section 1.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
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.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised April 7, 2014
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised April 7, 2014
1
2
3 PART 1 - GENERAL
4 1.1 SUMMARY
017123-1
CONSTRUCTION STAKING AND SURVEY
Page 1 of 7
SECTION 01 71 23
CONSTRUCTION STAKING AND SURVEY
5 A. Section Includes:
6 1. Requirements for construction staking and construction survey
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. See Changes (Highlighted in Yellow).
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. Construction Staking
15 a. Measurement
16 1) This Item is considered subsidiary to the various Items bid.
17 b. Payment
18 1) The work performed and the materials furnished in accordance with this
19 Item are subsidiary to the various Items bid and no other compensation will
20 be allowed.
21 2. Construction Survey
22 a. Measurement
23 1) This Item is considered subsidiary to the various Items bid.
24 b. Payment
25 1) The work performed and the materials furnished in accordance with this
26 Item are subsidiary to the various Items bid and no other compensation will be
27 allowed.
28 3. As -Built Survey
29 a. Measurement
30 1) This Item is considered subsidiary to the various Items bid.
31 b. Payment
32 1) The work performed and the materials furnished in accordance with this
33 Item are subsidiary to the various Items bid and no other compensation will be
34 allowed.
35 1.3 REFERENCES
36 A. Definitions
37 1. Construction Survey - The survey measurements made prior to or while
38 construction is in progress to control elevation, horizontal position, dimensions and
39 configuration of structures/improvements included in the Project Drawings.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised February 14, 2018
[Insert Project Name]
[Insert Project Number]
017123-2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 7
1 2. As -built Survey —The measurements made after the construction of the
2 improvement features are complete to provide position coordinates for the features
3 of a project.
4 3. Construction Staking — The placement of stakes and markings to provide offsets
5 and elevations to cut and fill in order to locate on the ground the designed
6 structures/improvements included in the Project Drawings. Construction staking
7 shall include staking easements and/or right of way if indicated on the plans
8 4. Survey "Field Checks" — Measurements made after construction staking is
9 completed and before construction work begins to ensure that structures marked on
10 the ground are accurately located per Project Drawings.
11 B. Technical References
12 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw
13 website) — 01 71 23.16.01_ Attachment A Survey Staking Standards
14 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available
15 on City's Buzzsaw website).
16 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision
17 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land
18 Surveying in the State of Texas, Category 5
19
20 1.4 ADMINISTRATIVE REQUIREMENTS
21 A. The Contractor's selection of a surveyor must comply with Texas Government
22 Code 2254 (qualifications based selection) for this project.
23 1.5 SUBMITTALS
24 A. Submittals, if required, shall be in accordance with Section 01 33 00.
25 B. All submittals shall be received and reviewed by the City prior to delivery of work.
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
27 A. Field Quality Control Submittals
28 1. Documentation verifying accuracy of field engineering work, including coordinate
29 conversions if plans do not indicate grid or ground coordinates.
30 2. Submit "Cut -Sheets" conforming to the standard template provided by the City
31 (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards).
32 1.7 CLOSEOUT SUBMITTALS
33 B. As -built Redline Drawing Submittal
34 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of
35 constructed improvements signed and sealed by Registered Professional Land
36 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A
37 — Survey Staking Standards) .
38 2. Contractor shall submit the proposed as -built and completed redline drawing
39 submittal one (1) week prior to scheduling the project final inspection for City
40 review and comment. Revisions, if necessary, shall be made to the as -built redline
41 drawings and resubmitted to the City prior to scheduling the construction final
42 inspection.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised February 14, 2018
[Insert Project Name]
[Insert Project Number]
017123-3
CONSTRUCTION STAKING AND SURVEY
Page 3 of 7
1 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
2 1.9 QUALITY ASSURANCE
3 A. Construction Staking
4 1. Construction staking will be performed by the Contractor.
5 2. Coordination
6 a. Contact City and Developer's Project Representative at least one week in
7 advance notifying the City of when Construction Staking is scheduled.
8 b. It is the Contractor's responsibility to coordinate staking such that
9 construction activities are not delayed or negatively impacted.
10 3. General
11 a. Contractor is responsible for preserving and maintaining stakes. If
12 Developer's Project Representative is required to re -stake for any reason, the
13 Contractor will be responsible for costs to perform staking. If in the opinion of
14 the City, a sufficient number of stakes or markings have been lost, destroyed
15 disturbed or omitted that the contracted Work cannot take place then the
16 Contractor will be required to stake or re -stake the deficient areas.
17 B. Construction Survey
18 1. Construction Survey will be performed by the Contractor.
19 2. Coordination
20 a. Contractor to verify that horizontal and vertical control data established in the
21 design survey and required for construction survey is available and in place.
22 3. General
23 a. Construction survey will be performed in order to construct the work shown
24 on the Construction Drawings and specified in the Contract Documents.
25 b. For construction methods other than open cut, the Contractor shall perform
26 construction survey and verify control data including, but not limited to, the
27 following:
28 1) Verification that established benchmarks and control are accurate.
29 2) Use of Benchmarks to furnish and maintain all reference lines and grades
30 for tunneling.
31 3) Use of line and grades to establish the location of the pipe.
32 4) Submit to the City copies of field notes used to establish all lines and
33 grades, if requested, and allow the City to check guidance system setup prior
34 to beginning each tunneling drive.
35 5) Provide access for the City, if requested, to verify the guidance system and
36 the line and grade of the carrier pipe.
37 6) The Contractor remains fully responsible for the accuracy of the work and
38 correction of it, as required.
39 7) Monitor line and grade continuously during construction.
40 8) Record deviation with respect to design line and grade once at each pipe
41 joint and submit daily records to the City.
42 9) If the installation does not meet the specified tolerances (as outlined in
43 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct
44 the installation in accordance with the Contract Documents.
45 C. As -Built Survey
46 1. Required As -Built Survey will be performed by the Contractor.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised February 14, 2018
[Insert Project Name]
[Insert Project Number]
01 71 23 -4
CONSTRUCTION STAKING AND SURVEY
Page 4 of 7
1 2. Coordination
2 a. Contractor is to coordinate with City to confirm which features require as-
3 built surveying.
4 b. It is the Contractor's responsibility to coordinate the as -built survey and
5 required measurements for items that are to be buried such that construction
6 activities are not delayed or negatively impacted.
7 c. For sewer mains and water mains 12" and under in diameter, it is acceptable
8 to physically measure depth and mark the location during the progress of
9 construction and take as -built survey after the facility has been buried. The
10 Contractor is responsible for the quality control needed to ensure accuracy.
11 3. General
12 a. The Contractor shall provide as -built survey including the elevation and
13 location (and provide written documentation to the City) of construction
14 features during the progress of the construction including the following:
15 1) Water Lines
16 a) Top of pipe elevations and coordinates for waterlines at the following
17 locations:
18 (1) Minimum every 250 linear feet, including
19 (2) Horizontal and vertical points of inflection, curvature,
20 etc.
21 (3) Fire line tee
22 (4) Plugs, stub -outs, dead-end lines
23 (5) Casing pipe (each end) and all buried fittings
24 2) Sanitary Sewer
25 a) Top of pipe elevations and coordinates for force mains and siphon
26 sanitary sewer lines (non -gravity facilities) at the following locations:
27 (1) Minimum every 250 linear feet and any buried fittings
28 (2) Horizontal and vertical points of inflection, curvature,
29 etc.
30 3) Stormwater — Not Applicable
31 b. The Contractor shall provide as -built survey including the elevation and
32 location (and provide written documentation to the City) of construction
33 features after the construction is completed including the following:
34 1) Manholes
35 a) Rim and flowline elevations and coordinates for each manhole
36 2) Water Lines
37 a) Cathodic protection test stations
38 b) Sampling stations
39 c) Meter boxes/vaults (All sizes)
40 d) Fire hydrants
41 e) Valves (gate, butterfly, etc.)
42 f) Air Release valves (Manhole rim and vent pipe)
43 g) Blow off valves (Manhole rim and valve lid)
44 h) Pressure plane valves
45 i) Underground Vaults
46 (1) Rim and flowline elevations and coordinates for each
47 Underground Vault.
48 3) Sanitary Sewer
49 a) Cleanouts
50 (1) Rim and flowline elevations and coordinates for each
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised February 14, 2018
[Insert Project Name]
[Insert Project Number]
017123-5
CONSTRUCTION STAKING AND SURVEY
Page 5 of 7
1 b) Manholes and Junction Structures
2 (1) Rim and flowline elevations and coordinates for each
3 manhole and junction structure.
4 4) Stormwater — Not Applicable
5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
6 1.11 FIELD [SITE] CONDITIONS [NOT USED]
7 1.12 WARRANTY
8 PART2- PRODUCTS
9 A. A construction survey will produce, but will not be limited to:
10 1. Recovery of relevant control points, points of curvature and points of intersection.
11 2. Establish temporary horizontal and vertical control elevations (benchmarks)
12 sufficiently permanent and located in a manner to be used throughout construction.
13 3. The location of planned facilities, easements and improvements.
14 a. Establishing final line and grade stakes for piers, floors, grade beams, parking
15 areas, utilities, streets, highways, tunnels, and other construction.
16 b. A record of revisions or corrections noted in an orderly manner for reference.
17 c. A drawing, when required by the client, indicating the horizontal and vertical
18 location of facilities, easements and improvements, as built.
19 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all
20 construction staking projects. These cut sheets shall be on the standard city template
21 which can be obtained from the Survey Superintendent (817-392-7925).
22 5. Digital survey files in the following formats shall be acceptable:
23 a. AutoCAD (.dwg)
24 b. ESRI Shapefile (.shp)
25 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use
26 standard templates, if available)
27 6. Survey files shall include vertical and horizontal data tied to original project
28 control and benchmarks, and shall include feature descriptions
29 PART 3 - EXECUTION
30 3.1 INSTALLERS
31 A. Tolerances:
32 1. The staked location of any improvement or facility should be as accurate as
33 practical and necessary. The degree of precision required is dependent on many
34 factors all of which must remain judgmental. The tolerances listed hereafter are
35 based on generalities and, under certain circumstances, shall yield to specific
36 requirements. The surveyor shall assess any situation by review of the overall plans
37 and through consultation with responsible parties as to the need for specific
38 tolerances.
39 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical
40 tolerance. Horizontal alignment for earthwork and rough cut should not exceed
41 1.0 ft. tolerance.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised February 14, 2018
[Insert Project Name]
[Insert Project Number]
017123-6
CONSTRUCTION STAKING AND SURVEY
Page 6 of 7
b. Horizontal alignment on a structure shall be within .0.1 ft tolerance.
2 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and
3 walkways shall be located within the confines of the site boundaries and,
4 occasionally, along a boundary or any other restrictive line. Away from any
5 restrictive line, these facilities should be staked with an accuracy producing no
6 more than 0.05ft. tolerance from their specified locations.
7 d. Underground and overhead utilities, such as sewers, gas, water, telephone and
8 electric lines, shall be located horizontally within their prescribed areas or
9 easements. Within assigned areas, these utilities should be staked with an
10 accuracy producing no more than 0.1 ft tolerance from a specified location.
11 e. The accuracy required for the vertical location of utilities varies widely. Many
12 underground utilities require only a minimum cover and a tolerance of 0.1 ft.
13 should be maintained Underground and overhead utilities on planned profile,
14 but not depending on gravity flow for performance, should not exceed 0.1 ft.
15 tolerance.
16 B. Surveying instruments shall be kept in close adjustment according to manufacturer's
17 specifications or in compliance to standards. The City reserves the right to request a
18 calibration report at any time and recommends regular maintenance schedule be
19 performed by a certified technician every 6 months.
20 1. Field measurements of angles and distances shall be done in such fashion as to
21 satisfy the closures and tolerances expressed in Part 3.1.A.
22 2. Vertical locations shall be established from a pre -established benchmark and
23 checked by closing to a different bench mark on the same datum.
24 3. Construction survey field work shall correspond to the client's plans. Irregularities
25 or conflicts found shall be reported promptly to the City.
26 4. Revisions, corrections and other pertinent data shall be logged for future reference.
27
28 3.2 EXAMINATION [NOT USED]
29 3.3 PREPARATION [NOT USED]
30 3.4 APPLICATION
31 3.5 REPAIR / RESTORATION
32 A. If the Contractor's work damages or destroys one or more of the control
33 monuments/points set by the Developer's Project Representative, the monuments shall be
34 adequately referenced for expedient restoration.
35 1. Notify City or Developer's Project Representative if any control data needs to be
36 restored or replaced due to damage caused during construction operations.
37 a. Contractor shall perform replacements and/or restorations.
38 b. The City or Developer's Project Representative may require at any time a
39 survey "Field Check" of any monument or benchmarks that are set be verified
40 by the Developer's Project Representative before further associated work can
41 move forward.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised February 14, 2018
[Insert Project Name]
[Insert Project Number]
017123-7
CONSTRUCTION STAKING AND SURVEY
Page 7 of 7
1 3.6 RE -INSTALLATION [NOT USED]
2 3.7 FIELD [oR] SITE QUALITY CONTROL
3 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the
4 Developer's Project Representative in accordance with this Specification. This includes
5 easements and right of way, if noted on the plans
6 B. Do not change or relocate stakes or control data without approval from the City.
7 3.8 SYSTEM STARTUP
8 A. Survey Checks
9 1. The City reserves the right to perform a Survey Check at any time deemed
10 necessary.
11 2. Checks by City personnel or 3rd party contracted surveyor are not intended to
12 relieve the contractor of his/her responsibility for accuracy.
13
14 3.9 ADJUSTING [NOT USED]
15 3.10 CLEANING [NOT USED]
16 3.11 CLOSEOUT ACTIVITIES [NOT USED]
17 3.12 PROTECTION [NOT USED]
18 3.13 MAINTENANCE [NOT USED]
19 3.14 ATTACHMENTS [NOT USED]
20 END OF SECTION
21
22
DATE NAME
8/31/2012 D. Johnson
8/31/2017 M. Owen
Revision Log
SUMMARY OF CHANGE
Added instruction and modified measurement & payment under 1.2; added
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised February 14, 2018
[Insert Project Name]
[Insert Project Number]
1
2
SECTION 01 74 23
CLEANING
017423-1
DAP CLEANING
Page 1 of 4
3 PART 1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Intermediate and final cleaning for Work not including special cleaning ofclosed
7 systems specified elsewhere
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 — General Requirements
13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various Items bid.
17 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE REQUIREMENTS
20 A. Scheduling
21 1. Schedule cleaning operations so that dust and other contaminants disturbedby
22 cleaning process will not fall on newly painted surfaces.
23 2. Schedule final cleaning upon completion of Work and immediately prior to final
24 inspection.
25 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE [NOT USED]
30 1.10 STORAGE, AND HANDLING
31 A. Storage and Handling Requirements
32 1. Store cleaning products and cleaning wastes in containers specifically designed for
33 those materials.
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103716
Revised April 7, 2014
01 74 23 - 2
DAP CLEANING
Page 2 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS
4 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
5 2.2 MATERIALS
6 A. Cleaning Agents
7 1. Compatible with surface being cleaned
8 2. New anduncontaminated
9 3. For manufactured surfaces
10 a. Material recommended by manufacturer
11 2.3 ACCESSORIES [NOT USED]
12 2.4 SOURCE QUALITY CONTROL [NOT USED]
13 PART 3 - EXECUTION
14 3.1 INSTALLERS [NOT USED]
15 3.2 EXAMINATION [NOT USED]
16 3.3 PREPARATION [NOT USED]
17 3.4 APPLICATION [NOT USED]
18 3.5 REPAIR / RESTORATION [NOT USED]
19 3.6 RE -INSTALLATION [NOT USED]
20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
21 3.8 SYSTEM STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
23 3.10 CLEANING
24 A. General
25 1. Prevent accumulation of wastes that create hazardous conditions.
26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of
27 governing authorities.
28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinnerin
29 storm or sanitary drains or sewers.
30 4. Dispose of degradable debris at an approved solid waste disposal site.
31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
32 alternate manner approved by City and regulatory agencies.
33
34
35
36
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103716
Revised April 7, 2014
01 74 23 - 3
DAP CLEANING
Page 3 of 4
1 6. Handle materials in a controlled manner with as few handlings as possible.
2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
3 this project.
4 8. Remove all signs of temporary construction and activities incidental to construction
5 of required permanent Work.
6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
7 have the cleaning completed at the expense of the Contractor.
8 10. Do not burn on -site.
9 B. Intermediate Cleaning during Construction
10 1. Keep Work areas clean so as not to hinder health, safety or convenience of
11 personnel in existing facility operations.
12 2. At maximum weekly intervals, dispose of waste materials, debris andrubbish.
13 3. Confine construction debris daily in strategically locatedcontainer(s):
14 a. Cover to prevent blowing by wind
15 b. Store debris away from construction or operational activities
16 c. Haul from site at a minimum of once per week
17 4. Vacuum clean interior areas when ready to receive finishpainting.
18 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance.
19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
20 may become airborne or transported by flowing water during the storm.
21 C. Exterior (Site or Right of Way) Final Cleaning
22 1. Remove trash and debris containers from site.
23 a. Re -seed areas disturbed by location of trash and debris containers in accordance
24 with Section 32 92 13.
25 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
26 that may hinder or disrupt the flow of traffic along the roadway.
27 3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
28 junction boxes and inlets.
29 4. If no longer required for maintenance of erosion facilities, and upon approval by
30 City, remove erosion control from site.
31 Clean signs, lights, signals, etc.
32 3.11 CLOSEOUT ACTIVITIES [NOT USED]
33 3.12 PROTECTION [NOT USED]
34 3.13 MAINTENANCE [NOT USED]
35 3.14 ATTACHMENTS [NOT USED]
36
37
38
39
40
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103716
Revised April 7, 2014
01 74 23 - 4
DAP CLEANING
Page 4 of 4
1 END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103716
Revised April 7, 2014
01 77 19 -1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
1 SECTION 01 77 19
2 CLOSEOUT REQUIREMENTS
3 PART 1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for closing out acontract
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 1. 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 andAffidavits
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.
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103716
Revised April 7, 2014
017719-2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
1 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 PAT 2 - PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 CLOSEOUT PROCEDURE
9 A. Prior to requesting Final Inspection, submit:
10 1. Project Record Documents in accordance with Section 01 7839
11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23
12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
13 01 74 23.
14 C. Final Inspection
15 1. After final cleaning, provide notice to the City Project Representative that the Work
16 is completed.
17 a. The City will make an initial Final Inspection with the Contractor present.
18 b. Upon completion of this inspection, the City will notify the Contractor, in
19 writing within 10 business days, of any particulars in which this inspection
20 reveals that the Work is defective or incomplete.
21 2. Upon receiving written notice from the City, immediately undertake the Work
22 required to remedy deficiencies and complete the Work to the satisfaction of the
23 City.
24 3. Upon completion of Work associated with the items listed in the City's written
25 notice, inform the City, that the required Work has been completed. Uponreceipt
26 of this notice, the City, in the presence of the Contractor, will make a subsequent
27 Final Inspection of the project.
28 4. Provide all special accessories required to place each item of equipment infull
29 operation. These special accessory items include, but are not limited to:
30 a. Specified spare parts
31 b. Adequate oil and grease as required for the first lubrication of the equipment
32 c. Initial fill up of all chemical tanks and fuel tanks
33 d. Light bulbs
34 e. Fuses
35 f. Vault keys
36 g. Handwheels
37 h. Other expendable items as required for initial start-up and operation of all
38 equipment
39 D. Notice of Project Completion
40
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103716
Revised April 7, 2014
01 77 19 -3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
1 1. Once the City Project Representative finds the Work subsequent to Final Inspection
2 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
3 E. Supporting Documentation
4 1. Coordinate with the City Project Representative to complete the following
5 additional forms:
6 a. Final Payment Request
7 b. Statement of Contract Time
8 c. Affidavit of Payment and Release of Liens
9 d. Consent of Surety to Final Payment
10 e. Pipe Report (if required)
11 f. Contractor's Evaluation of City
12 g. Performance Evaluation ofContractor
13 F. Letter of FinalAcceptance
14 1. Upon review and acceptance of Notice of Project Completion and Supporting
15 Documentation, in accordance with General Conditions, City will issue Letter of
16 Final Acceptance and release the Final Payment Request for payment.
17 3.5 REPAIR / RESTORATION [NOT USED]
18 3.6 RE -INSTALLATION [NOT USED]
19 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
20 3.8 SYSTEM STARTUP [NOT USED]
21 3.9 ADJUSTING [NOT USED]
22 3.10 CLEANING [NOT USED]
23 3.11 CLOSEOUT ACTIVITIES [NOT USED]
24 3.12 PROTECTION [NOT USED]
25 3.13 MAINTENANCE [NOT USED]
26 3.14 ATTACHMENTS [NOT USED]
27 END OF SECTION
28
29
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103716
Revised April 7, 2014
017823-1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
1 SECTION 01 78 23
2 OPERATION AND MAINTENANCE DATA
3 PART 1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Product data and related information appropriate for City's maintenance and
7 operation of products furnished under Contract
8 2. Such products may include, but are not limitedto:
9 a. Traffic Controllers
10 b. Irrigation Controllers (to be operated by the City)
11 c. Butterfly Valves
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1 — General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Schedule
24 1. Submit manuals in final form to the City within 30 calendar days of product
25 shipment to the project site.
26 1.5 SUBMITTALS
27 A. Submittals shall be in accordance with Section 01 33 00. All submittals shallbe
28 approved by the City prior to delivery.
29 1.6 INFORMATIONAL SUBMITTALS
30 A. Submittal Form
31 1. Prepare data in form of an instructional manual for use by City personnel.
32 2. Format
33 a. Size: 8 1/2 inches x 11 inches
34 b. Paper
35 1) 40 pound minimum, white, for typed pages
36 2) Holes reinforced with plastic, cloth or metal
37 c. Text: Manufacturer's printed data, or neatly typewritten
38
39
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103716
Revised April 7, 2014
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
1 d. Drawings
2 1) Provide reinforced punched binder tab, bind in with text
3 2) Reduce larger drawings and fold to size of text pages.
4 e. Provide fly -leaf for each separate product, or each piece of operating
5 equipment.
6 1) Provide typed description of product, and major component parts of
7 equipment.
8 2) Provide indexed tabs.
9 f. Cover
10 1) Identify each volume with typed or printed title "OPERATING AND
11 MAINTENANCE INSTRUCTIONS".
12 2) List:
13 a) Title ofProject
14 b) Identity of separate structure as applicable
15 c) Identity of general subject matter covered in the manual
16 3. Binders
17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers
18 b. When multiple binders are used, correlate the data into relatedconsistent
19 groupings.
20 4. If available, provide an electronic form of the O&MManual.
21 B. Manual Content
22 1. Neatly typewritten table of contents for each volume, arranged in systematic order
23 a. Contractor, name of responsible principal, address and telephone number
24 b. A list of each product required to be included, indexed to content of thevolume
25 c. List, with each product:
26 1) The name, address and telephone number of the subcontractor or installer
27 2) A list of each product required to be included, indexed to content of the
28 volume
29 3) Identify area of responsibility of each
30 4) Local source of supply for parts and replacement
31 d. Identify each product by product name and other identifying symbols as set
32 forth in Contract Documents.
33 2. Product Data
34 a. Include only those sheets which are pertinent to the specific product.
35 b. Annotate each sheetto:
36 1) Clearly identify specific product or part installed
37 2) Clearly identify data applicable to installation
38 3) Delete references to inapplicable information
39 3. Drawings
40 a. Supplement product data with drawings as necessary to clearly illustrate:
41 1) Relations of component parts of equipment and systems
42 2) Control and flow diagrams
43 b. Coordinate drawings with information in Project Record Documents to assure
44 correct illustration of completed installation.
45 c. Do not use Project Record Drawings as maintenance drawings.
46 4. Written text, as required to supplement product data for the particular installation:
47 a. Organize in consistent format under separate headings for different procedures.
48 b. Provide logical sequence of instructions of eachprocedure.
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103716
Revised April 7, 2014
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
1 5. Copy of each warranty, bond and service contract issued
2 a. Provide information sheet for City personnel giving:
3 1) Proper procedures in event of failure
4 2) Instances which might affect validity of warranties or bonds
5 C. Manual for Materials and Finishes
6 1. Submit 5 copies of complete manual in final form.
7 2. Content, for architectural products, applied materials andfinishes:
8 a. Manufacturer's data, giving full information on products
9 1) Catalog number, size, composition
10 2) Color and texture designations
11 3) Information required for reordering special manufactured products
12 b. Instructions for care andmaintenance
13 1) Manufacturer's recommendation for types of cleaning agents and methods
14 2) Cautions against cleaning agents and methods which are detrimental to
15 product
16 3) Recommended schedule for cleaning and maintenance
17 3. Content, for moistu0re protection and weather exposureproducts:
18 a. Manufacturer's data, giving full information on products
19 1) Applicable standards
20 2) Chemical composition
21 3) Details of installation
22 b. Instructions for inspection, maintenance andrepair
23 D. Manual for Equipment and Systems
24 1. Submit 5 copies of complete manual in final form.
25 2. Content, for each unit of equipment and system, as appropriate:
26 a. Description of unit and component parts
27 1) Function, normal operating characteristics and limiting conditions
28 2) Performance curves, engineering data and tests
29 3) Complete nomenclature and commercial number of replaceable parts
30 b. Operating procedures
31 1) Start-up, break-in, routine and normal operating instructions
32 2) Regulation, control, stopping, shut -down and emergency instructions
33 3) Summer and winter operating instructions
34 4) Special operating instructions
35 c. Maintenance procedures
36 1) Routine operations
37 2) Guide to "trouble shooting"
38 3) Disassembly, repair and reassembly
39 4) Alignment, adjusting and checking
40 d. Servicing and lubrication schedule
41 1) List of lubricants required
42 e. Manufacturer's printed operating and maintenance instructions
43 f. Description of sequence of operation by control manufacturer
44 1) Predicted life of parts subject to wear
45 2) Items recommended to be stocked as spare parts
46 g. As installed control diagrams by controlsmanufacturer
47 h. Each contractor's coordination drawings
48 1) As installed color coded piping diagrams
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#103716
Revised April 7, 2014
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
1 i. Charts of valve tag numbers, with location and function of each valve
2 j. List of original manufacturer's spare parts, manufacturer's current prices, and
3 recommended quantities to be maintained in storage
4 k. Other data as required under pertinent Sections of Specifications
5 3. Content, for each electric and electronic system, as appropriate:
6 a. Description of system and component parts
7 1) Function, normal operating characteristics, and limiting conditions
8 2) Performance curves, engineering data and tests
9 3) Complete nomenclature and commercial number of replaceable parts
10 b. Circuit directories ofpanelboards
11 1) Electrical service
12 2) Controls
13 3) Communications
14 c. As installed color coded wiring diagrams
15 d. Operating procedures
16 1) Routine and normal operating instructions
17 2) Sequences required
18 3) Special operating instructions
19 e. Maintenance procedures
20 1) Routine operations
21 2) Guide to "trouble shooting"
22 3) Disassembly, repair and reassembly
23 4) Adjustment and checking
24 f. Manufacturer's printed operating and maintenance instructions
25 g. List of original manufacturer's spare parts, manufacturer's current prices, and
26 recommended quantities to be maintained in storage
27 h. Other data as required under pertinent Sections of Specifications
28 4. Prepare and include additional data when the need for such data becomes apparent
29 during instruction of City's personnel.
30 1.7 CLOSEOUT SUBMITTALS [NOT USED]
31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
32 1.9 QUALITY ASSURANCE
33 A. Provide operation and maintenance data by personnel with the following criteria:
34 1. Trained and experienced in maintenance and operation of describedproducts
35 2. Skilled as technical writer to the extent required to communicate essential data
36 3. Skilled as draftsman competent to prepare requireddrawings
37
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised April 7, 2014
17823-5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
2 1.11 FIELD [SITE] CONDITIONS [NOT USED]
3 1.12 WARRANTY [NOT USED]
4 PART 2 - PRODUCTS [NOT USED]
5 PART 3 - EXECUTION [NOT USED]
6 END OF SECTION
7
8
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.5.A.1 — title of section removed
4/7/2014 M.Domenech Revised for DAP Application
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised April 7, 2014
017839-1
DAP PROJECT RECORD DOCUMENTS
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.1 SUMMARY
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 SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Accuracy of Records
1. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other Documents where such entry is required to show the change properly.
2. Accuracy of records shall be such that future search for items shown in the Contract
Documents may rely reasonably on information obtained from the approved Project
Record Documents.
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised April 7, 2014
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
3. To facilitate accuracy of records, make entries within 24 hours after receipt of
information that the change has occurred.
4. Provide factual information regarding all aspects of the Work, both concealed and
visible, to enable future modification of the Work to proceed without lengthy and
expensive site measurement, investigation and examination.
1.10 STORAGE AND HANDLING
A. Storage and Handling Requirements
1. Maintain the job set of Record Documents completely protected from deterioration
and from loss and damage until completion of the Work and transfer of all recorded
data to the final Project Record Documents.
2. In the event of loss of recorded data, use means necessary to again secure the data
to the City's approval.
a. In such case, provide replacements to the standards originally required by the
Contract Documents.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2- PRODUCTS
2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED]
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 McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised April 7, 2014
017839-3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
2. Preservation
a. Considering the Contract completion time, the probable number of occasions
upon which the job set must be taken out for new entries and for examination,
and the conditions under which these activities will be performed, devise a
suitable method for protecting the job set.
b. Do not use the job set for any purpose except entry of new data and for review
by the City, until start of transfer of data to final Project Record Documents.
c. Maintain the job set at the site of work.
3. Coordination with Construction Survey
a. At a minimum clearly mark any deviations from Contract Documents
associated with installation of the infrastructure.
4. Making entries on Drawings
a. Record any deviations from Contract Documents.
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
change by graphic line and note as required.
c. Date all entries.
d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
5. Conversion of schematic layouts
a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physical layout.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) However, design of future modifications of the facility may require
accurate information as to the final physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the like).
3) Make all identification sufficiently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
B. Final Project Record Documents
1. Transfer of data to Drawings
a. Carefully transfer change data shown on the job set of Record Drawings to the
corresponding final documents, coordinating the changes as required.
b. Clearly indicate at each affected detail and other Drawing a full description of
changes made during construction, and the actual location of items.
c. Call attention to each entry by drawing a "cloud" around the area or areas
affected.
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised April 7, 2014
01 78 39 - 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
d. Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2. Transfer of data to other Documents
a. If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the approval of the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of the City.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
DATE NAME
4/7/2014 M.Domcnech
END OF SECTION
Revision Log
SUMMARY OF CHANGE
Revised for DAP Application
CITY OF FORT WORTH McPherson Addition Multifamily Development
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN# 103716
Revised April 7, 2014
GEOTECHNICAL ENGINEERING STUDY
MUSTANG RANCH ROAD &
VISTA GRANDE BOULEVARD
FORT WORTH, TEXAS
Presented To:
Baird, Hampton & Brown, Inc.
December 2021
PROJECT NO. 110-21-138
Alr)CMJ
CIVljGEN I N EE RI N G, I N C.
December 1 4, 2021
Report No. 110-21-138
Baird, Hampton & Brown, Inc.
6300 Ridglea Place, Suite 700
Fort Worth, Texas 76116
Attn: Mr. Joe LaCroix, P.E.
GEOTECHNICAL ENGINEERING STUDY
MUSTANG RANCH ROAD & VISTA GRANDE BOULEVARD
FORT WORTH, TEXAS
Dear Mr. LaCroix:
7636 Pebble Drive
FOR Worth, Texas 76118
www.cmjengr.com
Submitted here are the results of a geotechnical engineering study for the referenced project. This
study was performed in general accordance with CMJ Proposal No. 21-8313 dated September 30,
2021. The geotechnical services were authorized by Mr. Joe LaCroix, P.E. on September 30, 2021.
Engineering analyses and recommendations are contained in the text section of the report. Results
of our field and laboratory services are included in the appendix of the report. We would appreciate
the opportunity to be considered for providing the materials engineering and geotechnical
observation services during the construction phase of this project.
We appreciate the opportunity to be of service to Baird, Hampton & Brown, Inc. Please contact us
if you have any questions or if we may be of further service at this time.
Respectfully submitted,
CMJ ENGINEERING, INC. ./MATTIIEW W. KAMMERDIENERI
ws run nrciSTRATION No. F-91 7 . 1r . • • ;.;,�
.�
C� •
P. Etl�' ss1 `=Li*4
Matthew W. Kammerdiener,
Jame P. Spington IV, P.E.
Pres"dent
Tex s No. 97402
copies submitted: (2) Mr. Joe LaCroix, P.E.; Baird, Hampton & Brown, Inc. (email & mail)
Ph 00o (817) 284 9400
Fax (817)589-9993
Metro (817) 589-9992
TABLE OF CONTENTS
Page
1.0 INTRODUCTION 1
2.0 FIELD EXPLORATION AND LABORATORY TESTING 2
3.0 SUBSURFACE CONDITIONS 3
4.0 PAVEMENT DESIGN 5
5.0 EARTHWORK 11
6.0 CONSTRUCTION OBSERVATIONS 14
7.0 REPORT CLOSURE 14
Plan of Borings
APPENDIX A
Unified Soil Classification System
Key to Classification and Symbols
Logs of Borings
Free Swell Test Results
Lime Series Test Results
Soluble Sulfate Test Results
Pavement Thickness Design
APPENDIX B
Plate
A.1
A.2
A.3
A.4 —A.8
A.9
A.10
A.11
Plate
B.1
1.0 INTRODUCTION
1.1 General
The project, as currently planned, will consist of two new residential streets, Mustang Ranch Road
and Vista Grande Boulevard to be located south of McPherson Boulevard and east of Brewer
Boulevard in Fort Worth, Texas. Approximately 2,700 linear feet of new streets are planned. This
investigation meets the requirements of the City of Fort Worth Pavement Design Manual, dated
January 2015. Plate A.1, Plan of Borings, depicts the project vicinity and approximate locations of
the exploration borings.
1.2 Purpose and Scope
The purpose of this geotechnical engineering study has been to determine the general subsurface
conditions, evaluate the engineering characteristics of the subsurface materials encountered,
develop recommendations for the type or types of pavement subgrade preparation and modification,
provide pavement design guidelines, and provide earthwork recommendations.
To accomplish its intended purposes, the study has been conducted in the following phases: (1)
drilling sample borings to determine the general subsurface conditions and to obtain samples for
testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering
properties of the subsurface materials; and (3) performing engineering analyses, using the field and
laboratory data to develop geotechnical recommendations for the proposed construction.
The design is currently in progress and the locations and/or elevations of the roadways could change.
Once the final design is near completion (80-percent to 90-percent stage), it is recommended that
CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining
to the geotechnical recommendations, as a means to determine that our recommendations have
been interpreted as intended.
1.3 Report Format
The text of the report is contained in Sections 1 through 7. All plates and large tables are contained
in Appendix A. The alpha -numeric plate and table numbers identify the appendix in which they
appear. Small tables of less than one page in length may appear in the body of the text and are
numbered according to the section in which they occur.
Report No. 110-21-138
CMJ ENGINEERING, INC.
Units used in the report are based on the English system and may include tons per square foot (tsf),
kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per
cubic foot (pcf), and pounds per square inch (psi).
2.0 FIELD EXPLORATION AND LABORATORY TESTING
2.1 Field Exploration
Subsurface materials at the project site were explored by five (5) vertical soil borings drilled to a
depth of 10 feet below existing grades. The borings were drilled with truck mounted drilling
equipment using continuous flight augers at the approximate locations shown on the Plans of
Borings, Plate A.1. The boring logs are included on Plates A.4 through A.8 and keys to classifications
and symbols used on the logs are provided on Plates A.2 and A.3.
Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin -walled
(Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler
consists of a thin -walled steel tube with a sharp cutting edge connected to a head equipped with a
ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of
the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for
consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture.
The consistency of cohesive soil samples was evaluated in the field using a calibrated hand
penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed
sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at
respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the
value is tabulated as 4.5+.
To evaluate the relative density and consistency of the harder formations, a modified version of the
Texas Cone Penetration test was performed at selected locations. Texas Department of
Transportation (TxDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170-
pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each blow.
This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in
350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone
is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at
respective test depths, as blows per 6 inches on the log. In hard materials (rock or rock -like), the
Report No. 110-21-138
2
CMJ ENGINEERING, INC.
penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and
second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the
respective testing depths on the boring logs.
2.2 Laboratory Testing
Laboratory soil tests were performed on selected representative samples recovered from the
borings. In addition to the classification tests (liquid limits and plastic limits), moisture content, unit
weight tests and unconfined compressive tests were performed. Results of the laboratory
classification tests, moisture content, unit weight, and unconfined com\pressive tests conducted for
this project are included on the boring logs.
Swell testing was performed on a specimen from a selected sample of the clays. This test was
performed to help in evaluating the swell potential of soils in the area of the proposed pavement.
The results of the swell test are presented on Plate A.9.
An Eades and Grim Lime Series test was performed on a selected sample to identify the appropriate
concentration of lime to add to soils for modification purposes. The results of the lime series test are
presented on Plate A.10.
Soluble sulfate tests were conducted on selected soil samples recovered from the borings. The
sulfate testing was conducted to help identify sulfate -induced heaving potential of the soils. Sulfate -
induced heaving can cause detrimental volumetric changes to a lime modified subgrade. The results
of the sulfate tests are presented on Plate A.11.
The above laboratory tests were performed in general accordance with applicable ASTM
procedures, or generally accepted practice.
3.0 SUBSURFACE CONDITIONS
3.1 Soil Conditions
Specific types and depths of subsurface strata encountered at the boring locations are shown on the
boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings are
discussed below. Note that depths on the borings refer to the depth from the existing grade or ground
Report No. 110-21-138
3
CMJ ENGINEERING, INC.
surface present at the time of the investigation, and the boundaries between the various soil types
are approximate.
Soils encountered in Borings B-2 through B-5 consist of dark brown, brown, reddish brown, and light
reddish brown clays of high plasticity. The various clayey soils often contain limestone fragments,
calcareous nodules, iron stains, and ironstone nodules.
The various clays had tested Liquid Limits (LL) of 51 to 72 with Plasticity Indices (PI) of 32 to 47 and
are classified as CH by the USCS. The various clays were generally stiff to hard (soil basis) in
consistency, with pocket penetrometer readings of 1.5 to greater than 4.5 tsf. The clay soils had
tested dry unit weight values of 78 to 104 pcf and tested unconfined compressive strengths were
1,670 to 9,390 psf.
Tan limestone typically containing clay seams and layers is next encountered at depths of 1 to 4 feet
in Borings B-2 through B-5 and is present at the surface in Boring B-1. The tan limestone occurs
fractured or weathered above depths of 4 to 5 feet in Borings B-1, B-4, and B-5. The tan limestone
is generally moderately hard to very hard (rock basis), with Texas Cone Penetration (THD) test
values of % to 23/4 inches per 100 blows. Borings B-1 through B-5 were terminated within the tan
limestone at a depth of 10 feet.
3.2 Groundwater Observations
The borings were drilled using continuous flight augers in order to observe groundwater seepage
during drilling. Groundwater seepage was not observed during drilling and all borings were dry at
completion.
While it is not possible to accurately predict the magnitude of subsurface water fluctuation that might
occur based upon these short-term observations, it should be recognized that groundwater
conditions will vary with fluctuations in rainfall.
Fluctuations of the groundwater level can occur due to seasonal variations in the amount of rainfall;
site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the
time the borings were performed. During wet periods of the year, seepage can occur in joints in the
clays or atop or within the tan limestones. The possibility of groundwater fluctuations should be
considered when developing the design and construction plans for the project.
Report No. 110-21-138
4
CMJ ENGINEERING, INC.
4.0 PAVEMENT DESIGN
4.1 Pavement Subgrade Considerations
4.1.1 General
The performance of the pavement for this project depends upon several factors including: the
characteristics of the supporting soil; the magnitude and frequency of wheel load applications; the
quality of construction materials; the contractor's placement and workmanship abilities; and the desired
period of design life. The success of the pavement subgrade is subgrade soil strength and control of
water. Adequate subgrade performance can be achieved by modifying or stabilizing the existing
soils used to construct the pavement subgrade.
Pavement sections are susceptible to edge distress as edge support deteriorates over time. Therefore,
care must be taken to provide and maintain proper edge support. In conjunction with a stabilized
subgrade underlying the pavement, it is recommended that the stabilized subgrade extend a minimum
of 12 inches beyond the riding surface on each side of the proposed pavement. Maintenance should
be provided when edge support deteriorates.
4.2 Potential Vertical Movements
Estimates of expansive movement potential have been estimated using TxDOT Test Method Tex
124-E. Potential vertical movements on the order of 1 to 3 inches are estimated. Movements in
excess of the estimated value can occur if poor drainage, excessive water collection, leaking
pipelines, etc. occur. Any such excessive water conditions should be rectified as soon as possible.
In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing
future upward movement of the pavement slabs, all cracks and joints in the pavement should be
sealed on a routine basis after construction.
4.3 Sulfate -Induced Heaving
Soluble sulfate testing was conducted to check for sulfate -induced heaving potential. Sulfate -
induced heaving is caused when hydrated lime is added to a soil with high sulfate concentration.
The lime reacts with the sulfates to cause potentially large volumetric changes in the soil.
Soluble sulfate levels in soils on the order of 2,000 parts -per -million (ppm) or less are usually of low
concern and warrant only observation of the subgrade during the stabilization process. Soluble
sulfate levels on the order of 2,000 to 6,000 ppm usually warrant a double lime process, with the first
Report No. 110-21-138
5
CMJ ENGINEERING, INC.
treatment of lime consisting of 1/2 the recommended concentration and a second lime treatment
consisting of the full recommended concentration. Sulfate levels on the order of 6,000+ ppm may
require a double -lime process, with the two full concentration lime treatments.
Soluble sulfates were detected at this site, with tested values of 1,080 to 1,380 ppm in Borings B-2
and B-5. In areas where the samples tested are below 2,000 ppm, a single -lime process may be
tentatively selected. The single -lime treatment is described in Section 4.4. Once the subgrade is
established, the actual subgrade should be retested to verify sulfate concentration and any special
measures identified on a case -by -case basis. Addition soluble sulfate testing on 200-foot intervals
following rough grading is recommended. In addition, it is recommended that during the curing
period of the lime treatment, the subgrade be supplied with ample moisture and it should be checked
for any volumetric changes that may indicate a lime -induced heaving condition. If detected during
construction, any areas of high soluble sulfate concentration should utilize a double lime process as
previously discussed or flexible base substitution.
4.4 Pavement Subgrade Preparation
4.4.1 General
Anticipated subgrade materials generally consist of clays of high plasticity or limestone. The higher
plasticity clays are subject to loss in support value with the moisture increases which occur beneath
pavement sections. They react with hydrated lime, which serves to improve and maintain their
support value. Treatment of these soils with hydrated lime will improve their subgrade characteristics
to support area paving. Stabilization of limestone is not necessary.
Alternatively, in lieu of a lime stabilized subgrade, a flexible base meeting TxDOT Item 247, Type A,
Grades 1 or 2 atop a properly compacted and tested subgrade may be utilized on an equal basis placed
and compacted per the referenced Report Section 5.2. The option of using a flexible base in lieu of lime
stabilizing the subgrade presents a relatively quick, straight forward solution to preparing the subgrade
prior to pavement placement, and alleviates sulfate heaving concerns.
4.4.2 Lime Stabilization
Lime stabilization is recommended for all subgrade areas with plastic clays. A visual observation of
the pavement subgrade should be considered following rough grading to determine specific materials
which are present that would benefit from the addition of lime. Prior to lime addition, the subgrade
Report No. 110-21-138
6
CMJ ENGINEERING, INC.
should be proofrolled with heavy pneumatic equipment. Any soft or pumping areas should be
undercut to a firm subgrade and properly backfilled as described Section 5.0.
The pavement subgrade, stabilized or unstabilized, should be scarified to a minimum depth of 6
inches and uniformly compacted to a minimum of 95 percent of Standard Proctor density (ASTM D
698), between minus 2 to plus 4 percentage points of the optimum moisture content determined by
that test. It should then be protected and maintained in a moist condition until the pavement is
placed. The presence of calcareous nodules, ironstone nodules, and limestone fragments in the
surficial soils can complicate mixing of the soil and lime.
It is recommended a minimum of 8 percent hydrated lime be used to stabilize the clay subgrade
soils. The estimated amount of hydrated lime required to stabilize the subgrade should be on the
order of 36 pounds per square yard based on a soil dry unit weight of 100 pcf for a 6-inch depth.
The hydrated lime should be thoroughly mixed and blended with the upper 6 inches of the clay
subgrade (TxDOT Item 260). The hydrated lime should meet the requirements of Item 260 (Type A)
in the Texas Department of Transportation (TxDOT) Standard Specifications for Construction of
Highways, Streets and Bridges, 2014 Edition.
4.4.2 Subarade Preparation Considerations
It is recommended that subgrade stabilization extend to at least one foot beyond pavement edges
to aid in reducing pavement movements and cracking along the curb line due to seasonal moisture
variations after construction. Each construction area should be shaped to allow drainage of surface
water during earthwork operations, and surface water should be pumped immediately from each
construction area after each rain and a firm subgrade condition maintained. Water should not be
allowed to pond in order to prevent percolation and subgrade softening, and subgrade treatments
should be added to the subgrade after removal of all surface vegetation and debris. Sand should be
specifically prohibited beneath pavement areas, since these more porous soils can allow water
inflow, resulting in heave and strength loss of subgrade soils (lime stabilized soil will be allowed for
fine grading). After fine grading each area in preparation for paving, the subgrade surface should
be lightly moistened, as needed, and recompacted to obtain a tight non -yielding subgrade.
As previously discussed, cuts may expose limestone in select areas. These limestones provide
excellent support in an undisturbed condition; however, they are difficult to cut to finished grade and
some fill is required. Pulverization and compaction equipment often break down the limestone to a
Report No. 110-21-138
7
CMJ ENGINEERING, INC.
material that also benefits from stabilization, although large rock fragments hamper conventional
mixing procedures. Depending on the required grades, it may be advisable to undercut such areas
and place a material suitable for stabilization or to place a lime stabilized clay. This can best be
evaluated by an on -site inspection after grading is completed.
Surface drainage is critical to the performance of this pavement. Water should be allowed to exit the
pavement surface quickly. All pavement construction should be performed in accordance with the
procedures provided in Section 4.6.
4.5 Pavement Section
At the time of this investigation, site paving plans or vehicle traffic studies were not available.
Pavement analyses were performed using methods outlined in the AASHTO Guide for Design of
Pavement Structures, 1993 Edition, published by the American Association of State Highway and
Transportation Officials. The design equations were solved using AASHTO Pavement Analysis
Software. In the AASHTO method, traffic loads are expressed in Equivalent 18-kip Single Axle Loads
(ESAL) over the design life of the pavement structure.
Based on the results of the field and laboratory investigation, soil plasticity properties, and
requirements of the City of Fort Worth Pavement Design Manual, dated January 29, 2015, the
following design parameters were used in our thickness design calculations for the proposed
roadway.
Subgrade Soils Clay
Design Life 25 years
Initial Serviceability 4.5 (rigid)
Terminal Serviceability 2.5
Reliability 90%
Overall Deviation 0.39 (rigid)
Load Transfer Coefficient 3.0
Drainage Coefficient 1.0
Design CBR (raw subgrade) 3
Design CBR (lime treated) 15
Loss of Support 0
Concrete Modulus of Elasticity 4,000,000 psi
Concrete Modulus of Rupture 620 psi
Report No. 110-21-138 CMJ ENGINEERING, INC.
8
The following rigid pavement section is provided for a Residential -Urban (high volume) classification
per Table 3.1 of the referenced City of Fort Worth design manual. Detailed pavement design
calculations and assumptions are presented on Plate B.1. The following pavement sections are
suitable for the previously mentioned assumptions. Any deviation from these assumptions should
be brought to our attention immediately in order to assess their impact on our recommendations.
Table 4.5-1 Pavement Thickness Summary
Pavement Section
Thickness
(in.)
7
6
Material
Portland Cement
Concrete
Lime Stabilized Subgrade
or Flexible Base
Street Growth Design Life Design
Classification Factor (Years) ESAL
Residential -Urban
(high volume)
0.5% 25 929,570
The above sections are based on an assumed facility classification as discussed above and higher
traffic volumes and heavy trucks may require thicker pavement sections. Additional recommendations
can be provided after traffic volumes and loads are known. Periodic maintenance should be performed
at regular intervals. This maintenance should consist of sealing cracks and timely repair of isolated
distressed areas.
4.6 Pavement Material Requirements
Material and process specifications developed by the Texas Department of Transportation (TxDOT)
have been utilized. These specifications are outlined in the TxDOT Standard Specifications for
Construction of Highways. Streets and Bridges. 2014 Edition. Specific construction
recommendations for pavements are given below.
Reinforced Portland Cement Concrete: Reinforced Portland cement concrete pavement should
consist of Portland cement concrete having a 28-day compressive strength of at least 3,600 psi. The
mix should be designed in accordance with the ACI Code 318 using 3 to 6 percent air entrainment.
The pavement should be adequately reinforced with temperature steel and all construction joints or
expansion/contraction joints should be provided with load transfer dowels. The spacing of the joints
will depend primarily on the type of steel used and also thickness of the pavement. No. 3 steel rebar
spaced at 18 inches on center in both the longitudinal and transverse direction is required for a 6-
inch thick pavement, in accordance with the City of Fort Worth Pavement Design Manual, dated
January 2015.
Report No. 110-21-138
9
CMJ ENGINEERING, INC.
Hot Mix Asphaltic Concrete Surface Course: Item 340, Type D, Texas Department of Transportation
Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014
Edition.
Hot Mix Asphaltic Concrete Base Course: Item 340, Type A or B, Texas Department of
Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and
Bridges, 2014 Edition.
Lime Stabilized Subarade: Lime treatment for base course (road mix) - Item 260, Texas Department
of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets,
and Bridges, 2014 Edition.
Flexible Base: Crushed Stone Flexible Base — Item 247, Type A, Grades 1 or 2, Texas Department
of Transportation Standard Specifications for Construction of Maintenance of Highways, Streets, and
Bridges, 2014 Edition.
4.7 General Pavement Considerations
The design of the pavement drainage and grading should consider the potential for differential
ground movement due to future soil swelling of up to 3 inches. In order to minimize rainwater
infiltration through the pavement surface, and thereby minimizing future upward movement of the
pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after
construction.
Reductions in anticipated movements can be achieved by using methods developed in this area to
reduce on -grade slab/pavement movements such as water injection, chemical injection, or
mechanical reworking of the expansive clays. These methods of treatment are options for the
owner's consideration. The options may or may not be practical or economically feasible. The owner
should be aware that these methods will not prevent movement of soil -supported pavements and
can only reduce the magnitude of the movement. Contact CMJ for additional recommendations
should such pavement movement reduction measures be desired.
Proper surface drainage in the shoulders is also critical to long term performance of the pavement.
Water allowed to pond adjacent to the pavement will result in loss of edge and subgrade support and
an increase in post construction heave of the pavement.
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CMJ ENGINEERING, INC.
5.0 EARTHWORK
5.1 Site Preparation
The site should be stripped of vegetation, roots, old construction debris, and other organic material.
It is estimated that the depth of stripping will be on the order of 6 to 8 inches. The actual stripping
depth should be based on field observations with particular attention given to old drainage areas,
uneven topography, and excessively wet soils. The stripped areas should be observed to determine
if additional excavation is required to remove weak or otherwise objectionable materials that would
adversely affect the fill placement or other construction activities.
The subgrade should be firm and able to support the construction equipment without displacement.
Soft or yielding subgrade should be corrected and made stable before construction proceeds. The
subgrade should be proof rolled to detect soft spots, which if exist, should be reworked to provide a
firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic
tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should be
observed by the project geotechnical engineer or his/her representative. Prior to fill placement, the
subgrade should be scarified to a minimum depth of 6 inches, its moisture content adjusted, and
recompacted to the moisture and density recommended for fill.
5.2 Placement and Compaction, General Fill
Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The
uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand -
operated power compactors or small self-propelled compactors. The fill material should be uniform
with respect to material type and moisture content. Clods and chunks of material should be broken
down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of
uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill
material to the proper moisture content should be applied evenly through each layer.
The on -site soils are suitable for use in general site grading. Imported fill material should be clean
soil with a Liquid Limit less than 60 and no rock greater than 4 inches in maximum dimension.
Excavated on -site limestone may be used for fill provided the material is crushed such that 50
percent passes the No. 4 sieve and no particles are larger than 4 inches in maximum dimension. As
the in -situ limestones are generally moderately hard to very hard, significant processing of the
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CMJ ENGINEERING, INC.
limestone should be anticipated in order to utilize as fill. All fill materials should be free of vegetation
and debris. All fill materials should be free of vegetation and debris.
The fill material should be compacted to a minimum of 95 percent of the maximum dry density
determined by the Standard Proctor test, ASTM D 698. In conjunction with the compacting operation,
the fill material should be brought to the proper moisture content. The moisture content for general
earth fill should range from 2 percentage points below optimum to 5 percentage points above
optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended
ranges. For some soils and under some conditions, the contractor may have to maintain a more
narrow range of moisture content (within the recommended range) in order to consistently achieve
the recommended density.
Field density tests should be taken as each lift of fill material is placed. As a guide, one field density
test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical
areas the frequency of testing may need to be increased to one test per 2,500 square feet. A
minimum of 2 tests per lift should be required. The earthwork operations should be observed and
tested on a continuing basis by an experienced geotechnician working in conjunction with the project
geotechnical engineer.
Each lift should be compacted, tested, and approved before another lift is added. The purpose of
the field density tests is to provide some indication that uniform and adequate compaction is being
obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor
and satisfactory results from the tests should not be considered as a guarantee of the quality of the
contractor's filling operations.
5.3 Trench Backfill
Trench backfill for pipelines or other utilities should be properly placed and compacted. Overly dense
or dry backfill can swell and create a mound along the completed trench line. Loose or wet backfill
can settle and form a depression along the completed trench line. Distress to overlying structures,
pavements, etc. is likely if heaving or settlement occurs. On -site soil fill material is recommended
for trench backfill. Care should be taken not to use free draining granular material, to prevent the
backfilled trench from becoming a french drain and piping surface or subsurface water beneath
structures, pipelines, or pavements. If a higher class bedding material is required for the pipelines,
a lean concrete bedding will limit water intrusion into the trench and will not require compaction after
Report No. 110-21-138
12
CMJ ENGINEERING, INC.
placement. The soil backfill should be placed in approximately 4- to 6-inch loose lifts. The density
and moisture content should be as recommended for fill in Section 5.2, Placement and Compaction,
of this report. A minimum of one field density test should be taken per lift for each 150 linear feet of
trench, with a minimum of 2 tests per lift.
5.4 Excavations
Based on the exploration borings, major excavations will encounter limestone in major intact units.
This limestone is generally moderately hard and will require heavy duty specialized equipment for
excavation. In addition, overexcavation should be anticipated within the limestones. Overexcavation
may result from large blocks or chunks breaking along either weathered or clay seams beyond the
planned excavation.
Seasonal water seeps can occur where the tan limestones are approached or exposed by cuts.
Subsoil drains may be required in some areas to intercept this seepage. This can be evaluated after
grading has been performed.
The side slopes of excavations through the overburden soils should be made in such a manner to
provide for their stability during construction. Existing structures, pipelines or other facilities, which
are constructed prior to or during the currently proposed construction and which require excavation,
should be protected from loss of end bearing or lateral support.
Temporary construction slopes and/or permanent embankment slopes should be protected from
surface runoff water. Site grading should be designed to allow drainage at planned areas where
erosion protection is provided, instead of allowing surface water to flow down unprotected slopes.
Trench safety recommendations are beyond the scope of this report. The contractor must comply
with all applicable safety regulations concerning trench safety and excavations including, but not
limited to, OSHA regulations.
5.5 Erosion and Sediment Control
All disturbed areas should be protected from erosion and sedimentation during construction, and all
permanent slopes and other areas subject to erosion or sedimentation should be provided with
Report No. 110-21-138
13
CMJ ENGINEERING, INC.
permanent erosion and sediment control facilities. All applicable ordinances and codes regarding
erosion and sediment control should be followed.
6.0 CONSTRUCTION OBSERVATIONS
In any geotechnical investigation, the design recommendations are based on a limited amount of
information about the subsurface conditions. In the analysis, the geotechnical engineer must
assume the subsurface conditions are similar to the conditions encountered in the borings. However,
quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is
recommended that CMJ Engineering, Inc. be retained to observe earthwork and pavement
installation and perform materials evaluation during the construction phase of the project. This
enables the geotechnical engineer to stay abreast of the project and to be readily available to
evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to
recommend alternative solutions to unanticipated conditions. Until these construction phase
services are performed by the project geotechnical engineer, the recommendations contained in this
report on such items as final foundation bearing elevations, proper soil moisture condition, and other
such subsurface related recommendations should be considered as preliminary.
It is proposed that construction phase observation and materials testing commence by the project
geotechnical engineer at the outset of the project. Experience has shown that the most suitable
method for procuring these services is for the owner or the owner's design engineers to contract
directly with the project geotechnical engineer. This results in a clear, direct line of communication
between the owner and the owner's design engineers and the geotechnical engineer.
7.0 REPORT CLOSURE
The borings for this study were selected by CMJ Engineering, Inc. The locations and elevations of
the borings should be considered accurate only to the degree implied by the methods used in their
determination. The boring logs shown in this report contain information related to the types of soil
encountered at specific locations and times and show lines delineating the interface between these
materials. The logs also contain our field representative's interpretation of conditions that are
believed to exist in those depth intervals between the actual samples taken. Therefore, these boring
logs contain both factual and interpretive information. Laboratory soil classification tests were also
performed on samples from selected depths in the borings. The results of these tests, along with
Report No. 110-21-138
14
CMJ ENGINEERING, INC.
visual -manual procedures were used to generally classify each stratum. Therefore, it should be
understood that the classification data on the logs of borings represent visual estimates of
classifications for those portions of each stratum on which the full range of laboratory soil
classification tests were not performed. It is not implied that these logs are representative of
subsurface conditions at other locations and times.
With regard to ground water conditions, this report presents data on ground water levels as they
were observed during the course of the field work. In particular, water level readings have been
made in the borings at the times and under conditions stated in the text of the report and on the
boring logs. It should be noted that fluctuations in the level of the ground -water table can occur with
passage of time due to variations in rainfall, temperature and other factors. Also, this report does
not include quantitative information on rates of flow of ground water into excavations, on pumping
capacities necessary to dewater the excavations, or on methods of dewatering excavations.
Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully
predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently
require that additional expenditures be made by the owner to attain a properly designed and
constructed project. Therefore, provision for some contingency fund is recommended to
accommodate such potential extra cost.
The analyses, conclusions and recommendations contained in this report are based on site
conditions as they existed at the time of our field investigation and further on the assumption that the
exploratory borings are representative of the subsurface conditions throughout the site; that is, the
subsurface conditions everywhere are not significantly different from those disclosed by the borings
at the time they were completed. If, during construction, different subsurface conditions from those
encountered in our borings are observed, or appear to be present in excavations, we must be
advised promptly so that we can review these conditions and reconsider our recommendations
where necessary. If there is a substantial lapse of time between submission of this report and the
start of the work at the site, if conditions have changed due either to natural causes or to construction
operations at or adjacent to the site, or if structure locations, structural loads or finish grades are
changed, we urge that we be promptly informed and retained to review our report to determine the
applicability of the conclusions and recommendations, considering the changed conditions and/or
time lapse.
Report No. 110-21-138
15
CMJ ENGINEERING, INC.
Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and
specifications for this particular project that pertain to earthwork and foundations as a means to
determine whether the plans and specifications are consistent with the recommendations contained
in this report. In addition, we are available to observe construction, particularly the compaction of
structural fill, or backfill and the construction of foundations as recommended in the report, and such
other field observations as might be necessary.
The scope of our services did not include any environmental assessment or investigation for the
presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground
water or air, on or below or around the site.
This report has been prepared for use in developing an overall design concept. Paragraphs,
statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized
without a knowledge and awareness of their intent within the overall concept of this report. The
reproduction of this report, or any part thereof, supplied to persons other than the owner, should
indicate that this study was made for design purposes only and that verification of the subsurface
conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities
of the contractor.
This report has been prepared for the exclusive use of Baird, Hampton & Brown, Inc. for specific
application to design of this project. The only warranty made by us in connection with the services
provided is that we have used that degree of care and skill ordinarily exercised under similar
conditions by reputable members of our profession practicing in the same or similar locality. No
other warranty, expressed or implied, is made or intended.
Report No. 110-21-138
16
CMJ ENGINEERING, INC.
Solutions\drawing
B-1
MUSTANGRANC ORH AD°
McPHERSO1OULEVARD
B-54_
B-4 Al
B-3
LEGEND:
Boring Location
0
150
300 FEET
APPROXIMATE SCALE
SOURCE: GOOGLE EARTH, 2021; IMAGERY DATE: 11/15/2020
PLAN OF BORINGS
Mustang Ranch Road & Vista Grande Boulevard
Fort Worth, Texas
0
OCMJENGINEERING. INC,
CMJ Project No. 110-21-138
Major Divisions Grp.
Sym.
Typical Names
Laboratory Classification Criteria
m
N
.0
m
a)
.(
0
z
c
(0
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0)
Gr
Clean sands
Sands with fines
u7
c
(0
co
0)
a)
E
0
0
J
(Little or no fines)
SW
Well -graded gravels, gravel-
GW sand mixtures, little or no
fines
Poorly graded gravels, gravel
GP sand mixtures, little or no
fines
Silty gravels, gravel -sand -silt
mixtures
Clayey gravels, gravel -sand -
clay mixtures
Well -graded sands, gravelly
sands, little or no fines
Poorly graded sands;
SP gravelly sands, little or no
fines
0
o SM
E
a) a)
.)
SC
ML
CL
0)
(0
0
0)
0
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0)
tin
(0
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Cco m
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(6 0)
• c
(c
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N �
Silty sands, sand -silt m a
N
Q
mixtures
Clayey sands, sand -clay
mixtures
Inorganic silts and very fine
sands, rock flour, silty or
clayey fine sands, or clayey
silts with slight plasticity
Inorganic clays of low to
medium plasticity, gravelly
clays, sandy clays, silty
clays, and lean clays
a) a) m
N o U
6C
5C
OL Organic silts and organic silty 4C
clays of low plasticity
0
T 3C
Inorganic silts, micaceous or
MH diatomaceous fine sandy or
silty soils, elastic silts a
CH
OH
Inorganic clays of high
plasticity, fat clays
Organic clays of medium to
high plasticity, organic silts
Pt Peat and other highly organic
soils
9C
1C
7
0
0
— c
C U
U L
Q r
0
as • co a
2
C = D6 0-- greater than 4: C (D 3)0
D DxD
0 10 60
between 1 and 3
Not meeting all gradation requirements for GW
Liquid and Plastic limits
below "A" line or P.I.
greater than 4
Liquid and Plastic limits
above "A" line with P.I.
greater than 7
Liquid and plastic limits
plotting in hatched zone
between 4 and 7 are
borderline cases
requiring use of dual
symbols
30 2
C =D6o greater than 6: C = (D between 1 and 3
Not meeting all gradation requirements for SW
Liquid and Plastic limits
below "A" line or P.I. less
than 4
Liquid and Plastic limits
above "A" line with P.I.
greater than 7
CL
ML , ML a id OL
1
10 20 30
40 50 60
Liquid Limit
Plasticity Chart
Liquid and plastic limits
plotting between 4 and 7
are borderline cases
requiring use of dual
symbols
70 80 90
100
UNIFIED SOIL CLASSIFICATION SYSTEM
PLATE A.2
SOIL OR ROCK TYPES
411.
law arr, GRAVEL
• 41111. OD
••••SAND
• • ••
SILT
HIGHLY
PLASTIC CLAY
LEAN CLAY
. •
•••SANDY
•
SILTY
CLAYEY
LIMESTONE
SHALE
_S. \NDSTONE
CONGLOMERATE
Shelby
Tube
Auger
Split
Spoon
TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL
Fine Grained Soils (More than 50% Passing No. 200 Sieve)
Descriptive Item Penetrometer Reading, (tsf)
Soft
Firm
Stiff
Very Stiff
Hard
Coarse Grained Soils (More
Penetration Resistance
(blows/foot)
0 to 4
4 to 10
10 to 30
30 to 50
Over 50
Soil Structure
Calcareous
Slickensided
Laminated
Fissured
Interbedded
0.0 to 1.0
1.0 to 1.5
1.5 to 3.0
3.0 to 4.5
4.5+
than 50% Retained on No. 200 Sieve)
Descriptive Item Relative Density
Very Loose
Loose
Medium Dense
Dense
Very Dense
0 to 20%
20 to 40%
40 to 70%
70 to 90%
90 to 100%
Rock
Core
Cone No
Pen Recovery
Contains appreciable deposits of calcium carbonate; generally nodular
Having inclined planes of weakness that are slick and glossy in appearance
Composed of thin layers of varying color or texture
Containing cracks, sometimes filled with fine sand or silt
Composed of alternate layers of different soil types, usually in approximately equal proportions
TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK
Hardness and Degree of Cementation
Very Soft or Plastic
Soft
Moderately Hard
Hard
Very Hard
Poorly Cemented or Friable
Cemented
Degree of Weathering
Unweathered
Slightly Weathered
Weathered
Extremely Weathered
Can be remolded in hand; corresponds in consistency up to very stiff in soils
Can be scratched with fingernail
Can be scratched easily with knife; cannot be scratched with fingernail
Difficult to scratch with knife
Cannot be scratched with knife
Easily crumbled
Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite,
and iron oxide are common cementing materials.
Rock in its natural state before being exposed to atmospheric agents
Noted predominantly by color change with no disintegrated zones
Complete color change with zones of slightly decomposed rock
Complete color change with consistency, texture, and general appearance approaching soil
KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3
OG OF BORING 110-21-138.GPJ CMJ.GDT 12/14/21
Project No.
110-21-138
Location
Boring No.
B-1
See Plate A.1
Completion Completion
Depth 10.0. Date 10-20-21
Surface Elevation
Q
a)
0
Project
Mustang Ranch Road & Vista Grande Boulevard
Fort Worth, TX
Water Observations
Dry during drilling; dry at completion
Type
B-47 w/ CFA
Stratum Description
LIMESTONE, tan, fractured
LIMESTONE, tan, w/ clay seams, moderately hard
— 5 — to hard
— 10
- 1' thick clay layer at 8'
LOG OF BORING NO. B-1
0
0
C) N
oD Z
LL N CA
cc
o 3 LL N >
0 (D a' a )
100/2"
-00/1.625"
Ci E
J J
U
a7 E
d
CMJ
ENGINEERING INC
4
ALL
0
PLATE A.4
OG OF BORING 110-21-138.GPJ CMJ.GDT 12/14/21
Project No.
110-21-138
Location
Boring No.
B-2
See Plate A.1
Completion Completion
Depth 10.0. Date 10-20-21
Surface Elevation
Q
0
o 0
- O.
E E
� f6
co
Project
Mustang Ranch Road & Vista Grande Boulevard
Fort Worth, TX
Water Observations
Dry during drilling; dry at completion
Type
B-47 w/ CFA
Stratum Description
CLAY, brown, reddish brown, and light reddish
brown, w/ limestone fragments, iron stains,
ironstone nodules, and calcareous nodules, very
stiff to hard
LIMESTONE, tan, w/ clay seams, moderately hard
to hard
LOG OF BORING NO. B-2
LL N
LL
o (D Cn
t E
mCLH
4.25
4.5+
4.5+
4.5+
100/2.25'
100/1.25(
0
aE
J J
U
N E
d
72 25
51 19
CMJ
ENGINEERING INC
O LL
O
� C
E _cf,u
O C
�U z
> >Ua
47 28
17 104 9390
32 11 96
10
PLATE A.5
OG OF BORING 110-21-138.GPJ CMJ.GDT 12/14/21
Project No.
110-21-138
Location
Boring No.
B-3
See Plate A.1
Completion Completion
Depth 10.0. Date 10-20-21
Surface Elevation
Q
a)
0
o 0
- O.
E E
in
Project
Mustang Ranch Road & Vista Grande Boulevard
Fort Worth, TX
Water Observations
Dry during drilling; dry at completion
Type
B-47 w/ CFA
Stratum Description
CLAY, dark brown, w/ limestone fragments, iron
stains, ironstone nodules, and calcareous nodules,
hard
LIMESTONE, tan, w/ clay seams and layers, hard
LOG OF BORING NO. B-3
0
0
p) N
oD Z
LL N �o
cc
o 3 LL• N >
0(D a'o
Ct CO Icn
0
0- E
J J
U
a7 E
d
4.5+ 59 24
4.5+
00/1.625a
100/1.25(
ENGINEERING INC
ALL
CMJ
>
o ▪ 3 m (]
d c 20
35 25
13 93 3430
4
PLATE A.6
OG OF BORING 110-21-138.GPJ CMJ.GDT 12/14/21
Project No.
110-21-138
Location
Boring No.
B-4
See Plate A.1
Completion Completion
Depth 10.0. Date 10-20-21
Surface Elevation
Q
a)
o 0
E E
in
Project
Mustang Ranch Road & Vista Grande Boulevard
Fort Worth, TX
Water Observations
Dry during drilling; dry at completion
Type
B-47 w/ CFA
Stratum Description
CLAY dark brown, w/ limestone fragments and
calcareous nodles, stiff
LIMESTONE, tan, weathered, w/ clay seams,
moderately hard
LIMESTONE, tan, w/ clay seams and layers, hard
to very hard
r
LOG OF BORING NO. B-4
0
0
p) N
.D Z
LL N CA
cc
o 3 LL N >
0(D u'�
Ct CO 0-a)
0
0- E
J J
U
N E
d
1.5 70 26
100/2.75(
100/1"
CMJ
>
U
u) a )
co
c
44
ENGINEERING INC
ALL
0 w
7 �
A
o
2U
CLL
73')Q C
u
C Q
O E C
cUa
27 78 1670
5
PLATE A.7
OG OF BORING 110-21-138.GPJ CMJ.GDT 12/14/21
Project No.
110-21-138
Location
Boring No.
B-5
See Plate A.1
Completion Completion
Depth 10.0. Date 10-20-21
Surface Elevation
Q
a)
0
o 0
E E
co
Project
Mustang Ranch Road & Vista Grande Boulevard
Fort Worth, TX
Water Observations
Dry during drilling; dry at completion
Type
B-47 w/ CFA
Stratum Description
CLAY, dark brown, w/ calcareous nodules, stiff
LIMESTONE, tan, fractured, w/ clay seams and
layers, moderately hard to hard
LIMESTONE, tan, w/ clay seams and layers, very
hard
- 8" thick clay layer at 7'
LOG OF BORING NO. B-5
0
0
p) N
oD Z
LL N tTo
cc
o 3 LL N >
ocpC• D a'(1)
0
0- E
J J
U
N E
d
2.5 68 25
100/2"
00/0.625'1
CMJ
ENGINEERING INC
4
ALL
0
PLATE A.8
FREE SWELL TEST RESULTS
Project: Mustang Ranch Road & Vista Grande Boulevard
Fort Worth, Texas
Project No.: 110-21-138
Boring
No.
B-2
Depth
Interval
(ft.)
2-3
Sample
Description
Clay
Liquid
Limit
Plastic
Limit
Plasticity
Index
Moisture
Content %
LL
51
PL
19
PI
32
Initial
10.6
Final
26.7
Free swell tests performed at approximate overburden pressure
Percent
Swell
(%)
2.6
CMJ ENGINEERING, INC. PLATE A.9
LIME SERIES TEST RESULTS
Project: Mustang Ranch Road & Vista Grande Boulevard
Fort Worth, Texas
Project No.: 110-21-138
Boring No.: B - 2
Material: Clay
Percent Lime
Depth: 0' to 1'
pH
0 8.07
2 11.95
4 12.32
6 12.42
8 12.48
10 12.50
CMJ ENGINEERING, INC. PLATE A.10
SOLUBLE SULFATE TEST RESULTS
Project: Mustang Ranch Road & Vista Grande Boulevard
Fort Worth, Texas
Project No.: 110-21-138
Boring Depth Material Soluble
No. (ft.) Sulfates (ppm)
B — 2 0 — 1 Clay 1,080
B — 3 0 — 1 Clay <100
B — 5 0 — 1 Clay 1,380
Note: Test Method TxDOT Tex 145-E.
CMJ ENGINEERING, INC. PLATE A.11
W i n PAS
Pavement Thickness Design According to
1993 AASHTO Guide for Design of Pavements Structures
American Concrete Pavement Association
Rigid Design Inputs
Project Name: Mustang Ranch Rd & Vista Grande Blvd
Route:
Location: Fort Worth, TX
Owner/Agency:
Design Engineer:
Rigid Pavement Design/Evaluation
Concrete Thickness
Total Rigid ESALs
Reliability
Overall Standard Deviation
Flexural Strength
Modulus of Elasticity
6.59 inches
929,570
90.00 percent
0.39
620 psi
4,000,000 psi
Load Transfer Coefficient
Modulus of Subgrade Reaction
Drainage Coefficient
Initial Serviceability
Terminal Serviceability
Modulus of Subarade Reaction (k-value) Determination
Resilient Modulus of the Subgrade
Unadjusted Modulus of Subgrade Reaction
Depth to Rigid Foundation
Loss of Support Value (0,1,2,3)
Modulus of Subgrade Reaction
4,118.2 psi
210 psi/in
0.00 feet
0.0
210 psi/in.
3.00
210 psi/in.
1.00
4.50
2.50
Tuesday, December 14, 2021 5:41:32PM Engineer:
PLATE B.1
FORT WORTH...
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
PAGE 1 OF 3
Updated: 03/19/2021
Approval
Spec No. Classsification
Manufacturer Model No.
National Spec Size
j Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 03/19/2021)
9/28/2018 33 05 13 Manhole Frames and Covers
9/28/2018 33 05 13 Manhole Cover
9/28/2018 33 05 13 Manhole Frames and Covers
9/28/2018 33 05 13 Manhole Frame
9/28/2018 33 05 13 Manhole Frames and Covers
4/3/2019 33 05 13 Manhole Frames and Covers
4/3/2019 33 05 13 Manhole Frames and Covers
10/8/2020 33 05 13 Manhole Frames and Covers
AccuCast (Govind Steel Company, LTD) MHRC #220605 ASTM A48 AASHTO M306 **24" Dia
Neenah Foundry NF-1274-T91 ASTM A48 AASHTO M306 32" Dia
Neenah Foundry NF-1743-LM (Hinged) ASTM A48 AASHTO M306 32" Dia
Neenah Foundry NF-1930-30 ASTM A48 AASHTO M306 32.25" Dia
Neenah Foundry R-1743-HV ASTM A48 AASHTO M306 32" Dia
SIP Industries ++ 2279ST ASTM A48 AASHTO M306 **24" Dia
SIP Industries ++ 2280ST ASTM A48 AASHTO M306 32" Dia
EJ ( Formally East Jordan Iron Works) EJ1033 Z2/A ASTM A536 AASHTO M306 32.25" Dia
**Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement
frames and covers.
* From Original Standard Products List
FORT WORTH..
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
PAGE 2 OF 3
Updated: 10/13/21
Approval Spec No.
Classsification
Manufacturer
Model No.
National Spec
Size
Storm Sewer - Inlet & Structures 33-05-13 Rev 10/13/2021
10/08/20 33 49 20
10/08/20 33 49 20
10/08/20 33 49 20
10/08/20 33 49 20
Curb Inlets
Curb Inlets
Curb Inlets
Curb Inlets
10/08/20 33 39 20 Manhole
10/08/20 33 39 20 Manhole
10/08/20 33 39 20 Manhole
10/08/20 33 39 20 Manhole
10/08/20 33 39 20 Manhole
10/08/20 33 39 20 Manhole
Forterrra
Forterrra
Forterrra
Forterrra
FRT-10x3 -405-PRECAST * *
FRT-10x3 -406-PRECAST * *
FRT-10x4.5-407-PRECAST* *
FRT-10x4.5-420-PRECAST*
Forterrra FRT-4X4-409-PRECAST-TOP
Forterrra FRT-4X4-409-PRECAST-BASE
Forterrra FRT-5X5-410-PRECAST-TOP
Forterrra FRT-5X5-410-PRECAST-BASE
Forterrra FRT-6X6-411-PRECAST-TOP
Forterrra FRT-6X6-411-PRECAST-BASE
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group
3/19/2021 33 39 20 Manhole Thompson Pipe Group
3/19/2021 33 39 20 Manhole Thompson Pipe Group
3/19/2021 33 39 20 Manhole Thompson Pipe Group
3/19/2021 33 39 20 Manhole Thompson Pipe Group
3/19/2021 33 39 20 Manhole Thompson Pipe Group
3/19/2021 33 39 20 Manhole Thompson Pipe Group
3/19/2021 33 39 20 Manhole Thompson Pipe Group
3/19/2021 33 39 20 Manhole Thompson Pipe Group
3/19/2021 33 39 20 Manhole Thompson Pipe Group
3/19/2021 33 39 20 Manhole Thompson Pipe Group
3/19/2021 33 39 20 Manhole Thompson Pipe Group
3/19/2021 33 39 20 Manhole Thompson Pipe Group
3/19/2021 33 39 20 Manhole Thompson Pipe Group
3/19/2021 33 39 20 Manhole Thompson Pipe Group
3/19/2021 33 39 20 Manhole Thompson Pipe Group
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group
TPG-10X3-405-PRECAST INLET**
TPG-15X3-405-PRECAST INLET**
TPG-20X3-405-PRECAST INLET**
TPG-4X4-409-PRECAST TOP
TPG-4X4-409-PRECAST BASE
TPG-4X4-412-PRECAST 4-FT RISER
TPG-5X5-410-PRECAST TOP
TPG-5X5-410-PRECAST BASE
TPG-5X5-412-PRECAST 5-FT RISER
TPG-6X6-411-PRECAST TOP
TPG-6X6-411-PRECAST BASE
TPG-6X6-412-PRECAST 6-FT RISER
TPG-7X7-411-PRECAST TOP
TPG-7X7-411-PRECAST BASE
TPG-7X7-412-PRECAST 4-FT RISER
TPG-8X8-411-PRECAST TOP
TPG-8X8-411-PRECAST BASE
TPG-8X8-412-PRECAST 5-FT RISER
TPG-4X4-408-PRECAST INLET
TPG-5X5-408-PRECAST INLET
TPG-6X6-408-PRECAST INLET
ASTM C913
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
ASTM 615
ASTM 615
ASTM 615
ASTM 615
ASTM 615
ASTM 615
ASTM 615
ASTM 615
ASTM 615
ASTM 615
**Note: Pre -cast inlets are appoved for the stage I portion of the structure (basin) only. Stage II portion of the structure are required to required to be cast in -place. No exceptions to this requirement shall be allowed.
10'X3'
10'X3'
10' X 4.5'
10' X 4.5'
4' X 4'
4' X 4'
5' X 5'
5' X 5'
6'X6'
6'X6'
10'X3'
15' x 3'
20' x 3'
4' X 4'
4' X 4'
4' X 4'
5' X 5'
5' X 5'
5' X 5'
6'X6'
6'X6'
6' X 6'
7' X 7'
7'X7'
7' X 7'
8' X 8'
8' X 8'
8' X 8'
4' X 4'
5' X 5'
6' X 6'
* From Original Standard Products List
FORT WORTH,.
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
PAGE 3 OF 3
Updated: 04/14/21
Approval
Spec No. Classsification
Manufacturer
Model No.
National Spec
Storm Sewer - Pipes 33-05-13 (Rev 03/19/21)
4/9/2021
33 41 13 Storm Drain Pipes
Advanced Drainage Systems, Inc. (ADS)
ADS HP Storm Polypropylene (PP) Pipe ASTM F2881 & AASHTO M330
12"-60"
FORT WORTH.
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03/29/2022
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Approval Spec No.
'on
Manufacturer
Model No.
National Spec
Size
07/23/97
04/26/00
04/26/00
1/26/99
5/13/05
Water & Sewer - Manholes & Bases/Comnonents 33-39-10 (Rev 2/3/16)
33 05 13
33 05 13
33 05 13
33 05 13
33 05 13
Urethane Hydrophilic Watcrstop
Offset Joint for 4' Diam. MH
Profile Gasket for 4' Diam. MH.
HDPE Manhole Adjustment Rings
Manhole External Wrap
Asahi Kogyo K.K.
Hanson Concrete Products
Press -Seal Gasket Corp.
Ladtech, Inc
Canusa - CPS
er - Manholes & Bases/Fiberglass 33-39-13 (1/8/13
1/26/99 33 39 13 Fiberglass Manhole
08/30/06 33 39 13 Fiberglass Manhole
08/24/18
08/24/18
08/24/18
08/24/18
10/31/06
7/25/03
01/31/06
11/02/10
07/19/11
08/10/11
Water & Sewer - Manholes & Bases/Frames &
33 05 13 'Manhole Frames and Covers
Water & Sewer.- Manholes & Bases/Frames &
33 05 13 Manhole Frames and Covers
33 05 13 Manhole Frames and Covers
33 05 13
33 05 13
33 05 13
33 05 13
33 05 13
33 05 13
33 05 13
33 05 13
33 05 13
33 05 13
33 05 13
33 05 13
33 05 13
33 05 13
Manhole Frames and Covers
Manhole Frames and Covers
Manhole Frames and Covers
Manhole Frames and Covers
Manhole Frames and Covers
Manhole Frames and Covers
Manhole Frames and Covers
Manhole Frames and Covers
Manhole Frames and Covers (Hinged)
Manhole Frames and Covers
30" Dia. MH Ring and Cover
30" Dia. MH Ring and Cover
30" Dia. MH Ring and Cover
30" Dia. MH Ring and Cover
10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable)
06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI
09/16/19
10/07/21
03/08/00
04/20/01
33 05 13
34 05 13
30" Dia. MH Ring and Cover
30" Dia. MH Ring and Cover
Fluid Containment, Inc.
L.F. Manufacturing
1
Adeka Ultra -Seal P-201
Drawing No. 35-0048-001
250-4G Gasket
HDPE Adjustment Ring
WrapidSeal Manhole Encapsulation System
Covers/Rectangular 33-05-13 (Rev 2/3/16)
Western Iron Works, Bass & Hays Foundry f
Flowtite
1001
Covers/Standard (Round) 33-05-13 (Rev 2/3/16)
Western Iron Works, Bass & Hays Foundry 30024
McKinley Iron Works Inc. A 24 AM
Neenah Foundry R-1272
Neenah Foundry R- 165-LM (Hinged)
Neenah Foundry NF 1274
Neenah Foundry R-1743-LM (Hinged)
Sigma Corporation MH-144N
Sigma Corporation MH-143N
Pont-A-Mousson GTS-STD
Neenah Casting
Powerseal Hinged Ductile Iron Manhole
Saint-Gobain Pipelines (Pamrex/rexus) RE32-REFS
East Jordan Iron Works V1432-2 and V1483 Designs
Sigma Corporation MH1651FWN & MH16502
Star Pipe Products MH32FTWSS-DC
Accucast 220700 Heavy Duty with Gasket Ring
30" ERGO XL Assembly
East Jordan Iron Works with Cam Lock/MPIC/T-Gasket
SIP Industries 2280 (32")
CAP-ONE-30-FTW, Composite, w/ Lock
Composite Access Products, L.P. w/o Hing
Trumbull Manufacturing 32"(30") Frame and Cover
Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/1Z1
33 05 13
3305 13
3305 13
330513
33 05 13
33 05 13
Manhole Frames and Covers
Manhole Frames and Covers
Manhole Frames and Covers
Manhole Frames and Covers
Manhole Frames and Covers
Manhole Frames and Covers
Pont-A-Mousson
Neenah Casting
Westem Iron Works,Bass & Hays Foundry
McKinley Iron Works Inc.
Accucast
(SIP)Serampore Industries Private Ltd.
Water & Sewer - Manholes & Bases/Precast Concrete (2ev 1/8/13
33 39 10 Manhole, Precast Concrete
33 39 10 Manhole, Precast Concrete
09/23/96 33 39 10 Manhole, Precast Concrete
05/08/18 33 39 10 Manhole, Precast Concrete
10/27/06 33 39 10 Manhole, Precast Concrete
06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete
09/06/19 33 39 20 Manhole, Precast Concrete
10/07/21 32 39 20 Manhole, Precast Concrete
10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete
10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC
Hydro Conduit Corp
Wall Concrete Pipe Co. Inc.
Concrete Product Inc.
The Turner Company
Oldcastle Precast Inc.
US Composite Pipe
Forterra Pipe and Precast
Forterra Pipe and Precast
Armorock
Predl Systems
Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitiou
El-14 Manhole Rehab Systems 0uadex
04/23/01 EI-14 Manhole Rehab Systems Standard Cement Materials, Inc.
E1-14 Manhole Rehab Systems AP/M Permaform
4/20/01 E1-14 Manhole Rehab System Strong Company
5/12/03 E1-14 Manhole Rehab System (Liner) Poly -triplex Technologies
08/30/06 General Concrete Repair FlexKrete Technologies
05/20/96
12/14/01
01/31/06
8/28/2006
08/30/06
aW ter & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious
EI-14 Manhole Rehab Systems
EI-14 Manhole Rehab Systems
Coating for Corrosion protection(Exterior)
Coatings for Corrosion Protection
Coatings for Corrosion Protection
Coatings for Corrosion Protection
33 05 16, 33 39 10,
03/19/18 33 39 20 Coating for Corrosion protection(Exterior)
Sprayrou,
Sun Coast
ERTECH
Chesterton
Warren Environmental
Citadel
Sherwin Williams
Pamtight
300-24P
WPA24AM
RC-2100
300-24-23.75 Ring and Cover
SPL Item #49
48" I.D. Manhole w/ 32" Cone
48", 60" I.D. Manhole w/ 32" Cone
48" I.D. Manhole w/ 24" Cone
Reinforced Polymer Concrete
60" & 72" I.D. Manhole w/32" Cone
48" I.D. Manhole w/32" Cone
48" & 60" I.D. Manhole w/32" Cone
48" & 60" I.D. Manhole w/32" Cone
Refiner MSP
Strong Seal MS2A Rehab System
MH repair product to stop infiltration
Vinyl Polyester Repair Product
Spray Wall Polyurethane Coating
Series 20230 and 2100 (Asphatic Emulsion)
Arc 791, SIHB, 51, S2
S-301 and M-301
SLS-30 Solids Epoxy
RR&C Dampproofing Non-liibered Spray
Grade (Asphatic Emulsion)
ASTM D2240/D412/D792
ASTM C-443/C-361
ASTM 3753
ASTM A48 & AASHTO M306
ASTM A48 & AASHTO M306
ASTM A48 & AASHTO M306
ASTM A48 & AASHTO M306
ASTM A536
AASHTO M306-04
ASSHTO M105 & ASTM A536
ASTM A 48
ASTM A 48
ASTM A 48
ASTM C 478
ASTM C-443
ASTM C 478
ASTM C 478
ASTM C 478
ASTM C-76
ASTM C-76
ASTM C-77
ASTM D5813
ASTM D639/D790
Acid Resistance Test
SS MH
Traffic and Non -traffic area
Non -traffic area
Non -traffic area
2424"x-
24" Dia.
24" Dia.
24" Dia.
24" Dia.
30" Dia.
30" dia.
24" dia.
24" dia.
24" Dia.
30" Dia.
30" Dia.
30" Dia
30" Dia
30" Dia
30" Dia
30" Dia.
30" Dia.
30" Dia.
24" Dia.
24" Dia.
24" Dia.
24" Dia.
24" Dia.
24" Dia.
48"
48"
48" w/32" cone
48", 60"
48" Diam w 24" Ring
48" to 72"
60" & 72"
48"
48" & 60"
48" & 60" Non Traffic Arms
Misc. Use
For Exterior Coating of Concrete
Structures Only
Sewer Applications
Sewer Applications
Sewer Applications
For Exterior Coaling of Concrete
Structures Only
* From Original Standard Products List 1
FORT WORTH.,
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03/29/2022
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Approval Spec No.
.- 'on Manufacturer Model No. National Spec Size
Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/161
33 05 13 Manhole Insert
33 05 13 Manhole Insert
* 33 05 13 Manhole Insert
09/23/96 33 05 13 Manhole Insert
09/23/96 33 05 13 Manhole Insert
Knutson Enterprises
South Westem Packaging
Noflow-Inflow
Southwestem Packing & Seals, Inc.
Southwestem Packing & Seals, Inc.
Made to Order - Plastic
Made to Order - Plastic
Made to Order - Plastic
LifeSaver - Stainless Steel
TetherLok - Stainless Steel
ASTM D 1248
ASTM D 1248
ASTM D 1248
For 24" dia.
For 24" dia.
For 24" dia.
For 24" dia.
For 24" dig
Water & Sewer - Pine Casing Snacers 33-05-24 (07/01/ 11/04/02 Steel Band Casing Spaccrs 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 Casin 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)
for Nonjeressure Pipe and Grouted Casing
03/19/18 Casing Spacers
BWM
03/29/22
33 05 13 Casing Spacers
CCI Pipeline Systems
CSC12, CSS12
Water & Sewer - Pines/Ductile Iron 33-11-10(1/8/131
* 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co.
08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co.
08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co.
* 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co.
* 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co.
Super Bell -The Ductile Iron Pressure Pipe,
American Fastite Pipe (Bell Spigot)
American Flex Ring (Restrained Joint)
Water & Sewer - Utility Line Marker (08/24/20181
Sewer - Coatin 1s/Euoxv 33-39-60 (01/08/131
02n5/02 Epoxy Lining System
12/14/01 Epoxy Lining System
04/14/05 Interior Ductile Iron Pipe Coating
01/31/06 Coatings for Corrosion Protection
8/28/2006 Coatings for Corrosion Protection
05/25/18
Sewer - Coatines/Polvurethane
Sewer - Combinatio
33-31-70 Air Release Valve
Sewer - Pipes/Concrete
EI-04 Conc. Pipe, Reinforced
* EI-04 Conc. Pipe, Reinforced
* EI-04 Conc. Pipe, Reinforced
* EI-04 Conc. Pipe, Reinforced
Sauereisen, Inc SewerGard 210RS
Ertech Technical Coatings Ertech 2030 and 2100 Series
Induron Protecto 401
Chesterton Arc 791, SIHB, SI, S2
Warren Environmental 5-301 and M-301
A.R.I. USA, Inc.
Wall Concrete Pipe Co. Inc.
Hydro Conduit Corporation
Hanson Concrete Products
Concrete Pipe & Products Co. Inc.
D025LTP02(Composite Body)
Class III T&G, SPL Item #77
SPL Item #95 Manhole, 1198 Pipc
AWWA C150, C151
AWWA C150, C151
AWWA C150, C151
AWWA C150, C151
AWWA C150, C151
LA County #210-1.33
3" thm 24"
4" thru 30"
4" thre 30"
ASTM B-117 Ductile Iron Pipe Only
Acid Resistance Test Sewer Applications
Sewer Applications
ASTM C 76
ASTM C 76
ASTM C 76
ASTM C 76
Sewer - Pine Enlarament System (Method133-31-23 (01/18/131
PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously
McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously
TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously
Sewer- Pine/Fibernlass Reinforced Pine 33-31-13(1/8
7/21/97 F 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc.
03/22/10 33 31 13 Fiberglass Pipe (FRP) Ameron
04/09/21 Glass -Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group
4/14/05 Polymer Modified Concrete Pipe Amitech USA
06/09/10 EI-9 Reinforced Polymer Concrete Pipe US Composite Pipe
12/02/11
10/22/14
Sewer - PinesIHDPE 33-31-23(1/8/131
High -density polyethylene pipe
High -density polyethylene pipe
High -density polyethylene pipe
High -density polyethylene pipe
Sewer - Pines/PVC (Pressure Sewer) 33-11-12 (4/1/13)
33-11-12 DR-14 PVC Pressure Pipc
33-11-12 DR-14 PVC Pressure Pipe
Hobas Pipe (Non -Pressure)
Bondstrand RPMP Pipe
Thompson Pipe (Flowtite)
Meyer Polycrete Pipe
Reinforced Polymer Concrete Pipe
ASTM D3262/D3754
ASTM D3262/D3754
ASTM D3262/D3754
ASTM C33, A276, F477
ASTM C-76
8" to 102", Class V
Phillips Driscopipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8"
Plexco Inc. ASTM D 1248 8"
Polly Pipe, Inc. ASTM D 1248 8"
CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248
Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" Ihm 12"
Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thm 12"
* From Original Standard Products List
2
FORT WORTH.,
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03/29/2022
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Approval Spec No. 'on
Sewer - Pines/P C - -21 (7/1/13)
12/23/97*
01/18/18
11/11/98
09/11/12
05/06/05
04/27/06
3/19/2018
3/19/2018
3/29/2019
10/21/2020
10/22/2020
10/21/2020
33-31-20 PVC Sewer Poe
33-31-20
33-31-20
33-31-20
33-31-20
33-31-20
33-31-20
33-31-20
33-31-20
33-31-20
33 31 20
33 31 20
33 31 20
33 31 20
33 31 20
33 31 20
PVC Sewer Pipe
PVC Sewer Pipe
PVC Sewer Pipe
PVC Sewer Pipe
PVC Sewer Pipe
PVC Sewer PRr
PVC Solid Wall Pipe
PVC Sewer Fittings
PVC Sewer Fittings
PVC Sewer Pipe
PVC Sewer Pyre
Gasketed Fittings (PVC)
PVC Sewer Pipe
PVC Sewer Pipe
PVC Sewer Pipe
Manufacturer
J-M Manufacturing Co., Inc. (JM Eagle)
Diamond Piastres Corporation
Lamson Vylon Pipe
Vinyltech PVC Pipe
Diamond Piastres Corporation
J-M Manufacturing Co, Inc. (JM Eagle)
Ptq life Jet Stream
Diamond Plastics Corporation
Harco
Plastic Trends, Inc.(Westlake)
Proelife Jet Stream
Proelife let Stream
GPK Products, Inc.
NAPCO(Westlake)
Sanderson Pipe Corp.
NAPCO(Westlake)
Model No.
SDR-26
SDR-26
Gravity Sewer
"S" Gravity Sewer Pipe
SDR 26/35 PS 115/46
SDR-26 and SDR-35
SDR 26/35 PS 115/46
SDR-26 and SDR-35 Gasket Fittings
Gasketed PVC Sewer Main Fittings
SDR 35
SDR26
SDR 26
SDR 26
SDR 26
SDR 26/35 PS 115/46
National Spec
ASTM D 3034
ASTM D 3034
ASTM F 789
ASTM D3034
ASTM F 679
ASTM F 679
ASTM F-679
ASTM F-679
ASTM D-3034, D-1784, etc
ASTM D 3034
ASTM F679
ASTM D3034
ASTM D3034/F-679
ASTM D3034
ASTM D3034
ASTM F-679
Size
4" - 15"
4" thru 15"
4" thru 15"
4" thru 15"
18" to 27"
18" - 28"
18"
18" to 48"
4" - 15"
18"- 24"
4"- 15"
4"- 15"
4" - 15"
4"- 15"
18"- 36"
*
05/03/99
05/29/96
Cured in Place Pare
Cured in Place Pipe
Cured in Place Pipe
Sewer - Pines/Rehab/Fold & Form
Fold and Form Pipe
11/03/98 Fold and Form Pipe
Fold and Form Proe
12/04/00 Fold and Form Pipe
06/09/03 Fold and Form Pipe
Insituform Texark, Inc
National Envirotech Group
Reynolds Inc/hrlrner Technolgy (Inliner USA)
Cullum Pipe Systems, Inc.
Insituform Technologies, Inc.
American Pipe & Plastics, Inc.
Ultraliner
Miller Pipeline Corp.
National Liner, (SPL) Item #27
Inliner Technology
Insituf "NuPlpe"
Ultraliner PVC Alloy Pipeliner
EX Method
ASTM F 1216
ASTM F-1216/D-5813
ASTM F 1216
ASTM F-1504
ASTM F-1504, 1871, 1867
ASTM F-1504, F-1947
Demo. Purpose Only
Up to 18" diameter
Sewer - Pipes/Open Profile Larne Diameter
09/26/91 E100-2 PVC Sewer Pipe, Ribbed
09/26/91 E100-2 PVC Sewer Proe, Ribbed
E100-2 PVC Sewer Pare, Ribbed
11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall
11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall
05/16/11 Steel Reinforced Polyethylene Pipe
Ol/18/18
08/28/02
07/23/12
10/27/87
10/27/87
Lamson Vylon Poe
Extrusion Technologies, Inc.
Uponor ETI Company
Advanced Drainage Systems (ADS)
Advanced Drainage Systems (ADS)
ConTech Construction Products
Carlon Vylon H.C. Closed Profile Pipe,
Ultra -Rib Open Profile Sewer Pipe
SaniTite HP Double Wall (Corrugated)
SanrTde HP Triple Wall Proe
Durmaxx
Water - AnourenM2-10 (07/0
33-12-10
33-12-10
Double Strap Saddle
Double Strap Saddle
Double Strap Service Saddle
Curb Stops -Ball Meter Valves
Curb Stops -Ball Meter Valves
5/25/2018 33-12-10 Curb Stops -Ball Meter Valves
5/25/2018 33-12-10 Curb Stops -Ball Meter Valves
5/25/2018 33-12-10 Curb Stops -Ball Meter Valves
5/25/2018 33-12-10 Curb Stops -Ball Meter Valves
5/25/2018 33-12-10 Curb Stops -Ball Meter Valves
5/25/2018 33-12-10 Curb Stops -Ball Meter Valves
01/26/00
0/5/21/12 33-12-25
03/29/22
05/10/11
02/29/12
02/29/12
02/29/12
05/10/11
08/30/06
Coated Tapping Saddle with Double SS Straps
Tapping Sleeve (Coated Steel)
33-12-25 ITapping Sleeve (Coated or Stainless Steel)
Tapping Sleeve (Stainless Steel)
33-12-25 Tapping Sleeve (Coated Steel)
33-12-25 Tapping Sleeve (Stainless Steel)
33-12-25 Tapping Sleeve (Stainless Steel)
Joint Repair Clamp
Plastic Meter Box w/Composite Lid
Plastic Meter Box w/Composite Lid
Plastic Meter Box w/Composite Lid
Concrete Meter Box
Concrete Meter Box
Concrete Meter Box
Water - Bolts. Nuts. and Gaskets 33-11-05 (01/08/131
Romac
Smith Blair
Mueller Company
McDonald
McDonald
Ford Meter Box Co., Inc.
Ford Meter Box Co., Inc.
Ford Meter Box Co., Inc.
Mueller Co., Ltd.
Mueller Co., Ltd.
Mueller Co., Ltd.
JCM Industries, Inc.
JCM Industries, Inc.
JCM Industries, Inc.
Powerseal
Romac
Romac
Romac
Powerseal
DFW Plastics Inc.
DFW Plastics Inc.
DFW Plastics Inc.
Bass & Hays
Bass & Hays
Bass & Hays
202NS Nylon Coated
#317 Nylon Coated Double Strap Saddle
DR2S Double (SS) Strap DI Saddle
6100M,6100MT & 610MT
4603B, 4604B, 6100M, 6100TM and 6101M
FB600-7NL, FB1600-7-NL, FV23-777-W-NL,
L22-77NL
FB600-6-NL, FB1600-6-NL, FV23-666-W-
NL, L22-66NL
FB600-4-NL, FB1600-4-NL, B11-444-WR-
NL, B22444-WR-NL, L28-44NL
B-25000N, B-24277N-3, B-20200N-3, H-
15000N„ H-1552N, H142276N
B-25000N, B-20200N-3, B-24277N-3,H-
15000N, H-14276N, H-15525N
B-25000N, B-20200N-3,H-15000N, 11-
15530N
#406 Double Band SS Saddle
412 Tapping Sleeve ESS
415 Tapping Sleeve
3490AS (Flange) & 3490M1
FTS 420
SST Stainless Steel
SST III Stainless Steel
3232 Bell Joint Repair Clamp
DFW37C-12-1EPAF FTW
DFW39C-12-1EPAF FTW
DFW65C-14-IEPAF FTW
CMB37-B12 1118 LID-9
CMB-18-Dual 1416 LID-9
CMB65-B65 1527 LID-9
ASTM F 679
ASTM F 679
ASTM F 2736
ASTM F 2764
ASTM F 2562
AWWA
AWWA C800
AWWA C800
AWWA C800
AWWA C800
AWWA C800, ANSF 61,
ANSI/NSF 372
AWWA C800, ANSF 61,
ANSI/NSF 372
AWWA C800, ANSF 61,
ANSIMSF 372
AWWA C-223
AWWA C-223
AWWA C-223
AWWA C-223
AWWA C-223
18" to 48"
18" to 48"
24"-30"
30" to 60"
24" to 72"
1 "-2" SVC, up to 24" Pipe
1"-2" SVC, up to 24" Pipe
3/4" and 1"
1 %" and 2"
2"
1"
I"-2" Taps on up to 12"
Up to 30" w/12" Out
Concrete Prpe Only
4"-8" and 16"
Up to 42" w/24" Out
Up to 24" w/12" Out
Up to 30" w/12" Out
4" to 30"
Class "A"
* From Original Standard Products List 3
FORT WORTH.
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03/29/2022
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Approval Spec No. •1 'on
Water - Combination Air a ease 33-31-70 (01/08/13)
E1-11 Combination Air Release Valve
E1-11
E1-11
Combination Air Release Valve
Combination Air Release Valve
rWater - Dry Barrel Fire Hydrants 33-12-40 (O1/15/141
10/01/87
03/31/88
09/30/87
01/12/93
08/24/88
09/24/87
10/14/87
01/15/88
10/09/87
09/16/87
08/12/16
E-1-12
E-1-12
E-1-12
E-1-12
E-1-12
E-1-12
E-1-12
Dry Barrel Fire Hydrant
Dry Barrel Fire Hydrant
Dry Barrel Fire Hydrant
Dry Barrel Fire Hydrant
Dry Barrel Fire Hydrant
Dry Barrel Fire Hydrant
Dry Barrel Fire Hydrant
E-1-12 Dry Barrel Fire Hydrant
E1-12
E-1-12
E-1-12
33-12-40
Dry Barrel Fire Hydrant
Dry Barrel Fire Hydrant
Dry Barrel Fire Hydrant
Dry Barrel Fire Hydrant
Manufacturer
GA Industries, Inc.
Multiplex Manufacturing Co.
Valve and Primer Corp.
American -Darling Valve
American Darling Valve
Clow Corporation
American AVK Company
Clow Corporation
ITT Kennedy Valve
M&H Valve Company
Mueller Company
Mueller Company
U.S. Pipe & Foundry
Waterous Company
EJ (East Jordan Iron Works)
Model No.
National Spec
Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A
240 - float, ASTM A 307 - Cover
Bolts
Crispin Air and Vacuum Valves, Model No
APCO #143C, #145C and #147C
Drawing Nos. 90-18608, 94-18560 AWWA C-502
Shop Drawing No. 94-18791 AWWA C-502
Shop Drawing No. D-19895 AWWA C-502
Model 2700 AWWA C-502
Drawings D20435, D20436, B20506 AWWA C-502
Shoo Drawing No. D-80783FW AWWA C-502
Shop Drawing No. 13476 AWWA C-502
Shop Drawings No. 6461
A-423 Centurion AWWA C-502
Shop Drawing FH-12
A-423 Super Centurion 200 AWWA C-502
Shop Drawing No. 960250 AWWA C-502
Shop Drawing No. SK740803 AWWA C-502
WaterMaster 5CD250
Size
1"&2"
1/2" 1"&2"
1" 2"&3"
02/05/93 E 101-5 Detector Check Meter
08/05/04 Magnetic Drive Vertical Turbine
Ames Company
Hersey
Model 1000 Detector Check Valve AWWA C550
Magnetic Drive Vertical AWWA C701, Class 1
Water - Pines/PVC (Pressure Water) 33-31-70 (01/08/13)
01/18/18
3/19/2018
3/19/2018
5/25/2018
5/25/2018
12/6/2018
12/6/2018
9/6/2019
9/6/2019
9/6/2019
9/6/2019
33-11-12
33 11 12
33 11 12
33 11 12
33 11 12
PVC Pressure Pipe
PVC Pressure Pipe
PVC Pressure Pipe
PVC Pressure Pipe
PVC Pressure Pipe
33 11 12 PVC Pressure Pipe
33 11 12 PVC Pressure Pipe
33 11 12
33 11 12
33 11 12
33 11 12
PVC Pressure Pipe
PVC Pressure Pipe
PVC Pressure Pipe
PVC Pressure Pipe
Vinyltech PVC Pipe
Pipelife Jet Stream
Pipelife Jet Stream
Diamond Plastics Corporation
Diamond Plastics Corporation
J-M Manufacturing Co., Inc d/b/a JM Eagle
J-M Manufacturing Co., Inc d/b/a JM Eagle
Underground Solutions Inc.
NAPCO(Westlake)
NAPCO(Westlake)
Sanderson Pipe Corp.
Water - Pines/Valves & Fittinos/Duetile Iron Fittings 33-11-11 (01/08/13
07/23/92 EI-07 Ductile Iron Fittings Star Pipe Products, Inc.
* EI-07 Ductile Iron Fittings
* EI-07 Ductile Iron Fittings
08/11/98 EI-07 Ductile Iron Fittings
02/26/14 EI-07 MI Fittings
05/14/98 EI-07 Ductile Iron Joint Restraints
05/14/98 E1-24 PVC Joint Restraints
11/09/04 E1-07 Ductile Iron Joint Restraints
02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint
02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC)
03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)
08/05/04 EI-07 Mechanical Joint Retainer Glands(PVC)
08/10/98 EI-07 MI Fittings(DIP)
10/12/10 EI-24 Interior Restrained Joint System
08/16/06 E1-07 Mechanical Joint Fittings
11/07/16 33-11-11 Mechanical Joint Retainer Glands
11/07/16 33-11-11 Mechanical Joint Retainer Glands
03/19/18 33-11-11 Mechanical Joint Retainer Glands
03/19/18 33-11-11 Mechanical Joint Retainer Glands
03/19/18 33-11-11 Mechanical Joint Retainer Glands
Griffin Pipe Products, Co.
McWane/Tyler Pipe/ Union Utilities Division
Sigma, Co.
Accucast
Ford Meter Box Co./Uni-Flange
Ford Meter Box Co./Uni-Flange
One Bolt, Inc.
EBAA Iron, Inc.
EBAA Iron, Inc.
Sigma, Co.
Sigma, Co.
Sigma, Co.
Sigma, Co.
S & B Techncial Products
SIP Industries(Serampore)
Star Pipe Products, Inc.
Star Pipe Products, Inc.
SIP Industries(Serampore)
SIP Industries(Serampore)
SIP Industries(Serampore)
DR14
DR14
DR18
DR 14
DR 18
DR 14
DR 18
DR14 Fusible PVC
DR18
DR14
DR14
Mechanical Joint Fittings
Mechanical Joint Fittings
Mechanical Joint Fittings, SSB Class 350
Mechanical Joint Fittings, SSB Class 351
Class 350 C-153 MI Fittings
Uni-Flange Series 1400
Uni-Flange Series 1500 Circle -Lock
One Bolt Restrained Joint Fitting
Megalug Series 1100 (for DI Pipe)
Megalug Series 2000 (for PVC Pipe)
Sigma One-Lok SLC4 - SLCIO
Sigma One-Lok SLCS4 - SLCS12
Sigma One-Lok SLCE
Sigma One-Lok SLDE
Bulldog System ( Diamond Lok 21 & JM
Mechanical Joint Fittings
PVC Stargrip Series 4000
DIP Stargrip Series 3000
EZ Grip Joint Restraint (EZD) Black For DIP
EZ Grip Joint Restraint (EZD) Red for C900
DR14 PVC Pipe
EZ Grip Joint Restraint (EZD) Red for C900
DR18 PVC Pipe
AWWA C900, AWWA C605,
ASTM D1784
AWWA C900
AWWA C900
AWWA C900
AWWA C900
AWWA C900-16
UL 1285
ANSI/NSF 61
FM 1612
AWWA C900-16
UL 1285
ANSI/NSF 61
FM 1612
AWWA C900
AWWA C900
AWWA C900
AWWA C900
AWWA C153&C110
AWWA C 110
AWWA C 153, C 110, C 111
AWWA C 153, C 110, C 112
AWWA C153
AWWA C111/C153
AWWA C111/C153
AWWA C111/C116/C153
AWWA C111/C116/C153
AWWA C111/C116/C153
AWWA C111/C153
AWWA C111/C153
AWWA C111/C153
AWWA C153
ASTM F-1624
AWWA C153
ASTM A536 AWWA C111
ASTM A536 AWWA C111
ASTM A536 AWWA C111
ASTM A536 AWWA C111
ASTM A536 AWWA C111
4"-12"
4"-12"
16'-24"
4" - 8"
16" -24"
4"- 12"
4" to 36"
4" to 24"
4" to 12"
4"to42"
4"to24"
4" to 10"
4" to 12"
12" to 24"
4" to 12"
4" to 24"
16'-24"
* From Original Standard Products List 4
FORT WORTH.,
Note: All water o
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03/29/2022
sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Approval Spec No. on
Water - Pines/Va ves : Ft ' esilient Seated Gate Valve* 33-12-20 (05/13/151
Manufacturer
Model No.
National Spec
Size
12/13/02
08/31/99
05/18/99
10/24/00
08/05/04
05/23/91
01/24/02
11/08/99
01/23/03
05/13/05
01/31/06
01/28/88
10/04/94
11/08/99
11/29/04
11/30/12
05/08/91
10/26/16
08/24/18
1/11/99
06/12/03
04/06/07
03/19/18
E1-26
E1-26
E1-26
E1-26
E1-26
E1-26
E1-26
E1-26
E1-26
Resilient Wedged Gate Valve w/no Gears American Flow Control
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Seated Gate Valve
Resilient Seated Gate Valve
Resilient Seated Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient Wedge Gate Valve
Resilient We eGate Valve
Resilient Seat Gate Valve
E1-26 Resilient Seated Gate Valve
33-12-20
Resilient Seated Gate Valve
Mateo Gate Valve
American Flow Control
American Flow Control
American Flow Control
American Flow Control
American Flow Control
American AVK Company
American AVK Company
Kennedy
M&H
Mueller Co.
Mueller Co.
Mueller Co.
Mueller Co.
Mueller Co.
Clow Valve Co.
Clow Valve Co.
Clow Valve Co.
Clow Valve Co.
Clow Valve Co.
Stockham Valves & Fittings
U.S. Pipe and Foundry Co.
EJ (East Jordan Iron Works)
Matco-Norca
Series 2500 Drawing # 94-20247
Series 2530 and Series 2536
Series 2520 & 2524 (SD 94-20255)
Series 2516 (SD 94-20247)
Series 2500 (Ductile Iron)
42" and 48" AFC 2500
American AVK Resilient Seaded GV
Series A2361 (SD 6647)
Serves A2360 for 18"-24" (SD 6709)
Mueller 30" & 36", C-515
Mueller 42" & 48", C-515
16" RS GV (SD D-20995)
Clow RW Valve (SD D-21652)
Clow 30" & 36" C-515
Clow Valve Model 2638
Metrosea1250, regmrements SPL #74
EJ FlowMaster Gate Valve & Boxes
225 MR
AWWA C515
AWWA C515
AWWA C515
AWWA C515
AWWA C515
AWWA C509
AWWA C515
AWWA C515
AWWA C515
AWWA C515
AWWA C509
AWWA C515
AWWA C515
AWWA C515
AWWA C515
AWWA C 509, ANSI 420 - stem,
ASTM A 276 Type 304 - Bolts &
ants
AWWA/ANSI C115/An21.15
16"
30" and 36"
20" and 24"
16"
4" to 12"
42" and 48"
4" to 12"
20" and smaller
4" - 12"
4" - 12"
4" - 12"
16"
24" and smaller
30" and 36"
42" and 48"
4" - 12"
16"
24" and smaller
30" and 36" (Note 3)
24" to 48" (Note 3)
4" 2„
3" to 16"
4" to 16"
Water - Pioes/Va1ve9'& Fittines/Rubber Seated Butterfly Va1v3-12-21707/10/1AT.
EI-30
EI-30
E1-30
E1-30
E1-30
33 12 21
Rubber Seated Butterfly Valve
Rubber Seated Butterfly Valve
Rubber Seated Butterfly Valve
Valmatic American Butterfly Valve
Rubber Seated Butterfly Valve
Rubber Seated Butterfly Valve
Water - Polvettvlene Encasement 33-11-10 (01/08/131
05/12/05
05/12/05
05/12/05
09/06/19
3/12/96
El-13
E1-13
E1-13
33-11-11
Polyethylene Encasment
Polyethylene Encasment
Polyethylene Encasment
Polyethylene Encasment
Water - Samuline Station
1 Water Sampling Station
Henry Pratt Co.
Mueller Co.
Dezurik Valves Co.
Valmatic Valve and Manufacturing Corp.
M&H Valve
G. A. Industries (Golden Anderson)
Flexsol Packaging
Mountain States Plastics (MSP) and AEP Ind.
AEP Industries
Northtown Products Inc.
Water Plus
Valmatic American Butterfly Valve.
M&H Style 4500 & 1450
AWWA C504 Butterfly Valve
Fulton Enterprises
Standard Hardware
Bullstrong by Cowlown Bolt & Gasket
PE Encasement for DIP
B20 Water Sampling Station
AWWA C-504
AWWA C-504
AWWA C-504
AWWA C-504
AWWA C-504
AWWA C-504
AWWA C105
AWWA C105
AWWA C105
AWWA C105
Water - Automatic Flusher
10/21/20
04/09/21
04/09/21
Automated Flushing System
Automated Flushing System
Automated Flushing System
Mueller Hydroguard
Kupferle Foundry Company
Kupf le Foundry Company
HG6-A-IN-2-BRN-LPRR(Portable)
HG2-A-IN--2-PVC-018-LPLG(Permanent)
Eclipse #9800wc
Eclipse 49700 (Portable)
24"
24"and smaller
24" and larger
Up to 84" diameter
24" to 48"
30"-54"
8 mil LLD
8 mil LLD
8 mil LLD
8 mil LLD
* From Original Standard Products List 5