HomeMy WebLinkAboutContract 57696-PM1 CSC No. 57696-PMI
FORT WORTH
PROJECT MANUAL
FOR THE
CONSTRUCTION OF WATER, SEWER, PAVING, DRAINAGE,AND
STREET LIGHTING TO SERVE
MAGNOLIA TRINITY
IPRC Record No.IPRC22-0076
City Project No.104075
FID No.30114-0200431-104075 EO7685
File No.K-2974
X File No. X-27328
MATTIE PARKER David Cooke
Mayor City Manager
Christopher P. Harder, P.E.
Director, Water Department
William Johnson
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth OFFICIAL RECORD
CITY SECRETARY
FT.WORTH,TX
APRIL 2022
Claymoore Engineering, INC.
Firm #14199
1903 Central Dr., Suite 406
Bedford, TX 76021
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00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 5
SECTION 00 0010
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00-General Conditions Last Revised
00 11 13 invila4io,, to Bidde s- 03/20/2020
0021 13 lfis M e iefis 1 4dde s 03/20/2020
00 41 00 WdTlefn+ 04/02/2014
00 42 43 Proposal Form Unit Price 05/22/2019
0043 13 Bid43effd 04/02/2014
00 45 11 04/02/2014
00 45 12 Pre qualification Statement 09/01/2015
0045 13 03/09/2020
00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014
00 45 40 08/21/2018
00 52 43 Agreement 06/16/2016
00 61 25 Certificate of Insurance 07/01/2011
00 62 13 Performance Bond 01/31/2012
00 62 14 Payment Bond 01/31/2012
0062 19 Maintenance Bond 01/31/2012
00 72 00 11/15/2017
00 73 00 07/01/2011
0073 10 Standard City Conditions of the Construction Contract for Developer 01/10/2013
Awarded Projects
Division 01 -General Requirements Last Revised
01 1100 Summary of Work 12/20/2012
01 2500 Substitution Procedures 08/30/2013
01 31 19 Preconstruction Meeting 08/30/2013
01 3120 07/01/2011
01 3233 Preconstruction Video 08/30/2013
01 3300 Submittals 08/30/2013
01 35 13 Spec al Project Procedures 08/30/2013
01 45 23 Testing and Inspection Services 03/20/2020
01 5000 Temporary Facilities and Controls 07/01/2011
01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011
01 57 13 Storm Water Pollution Prevention Plan 07/01/2011
01 6000 Product Requirements 03/20/2020
01 6600 Product Storage and Handling Requirements 04/07/2014
01 7000 Mobilization and Remobilization 04/07/2014
01 7123 Construction Staking 04/07/2014
01 7423 Cleaning 04/07/2014
01 7719 Closeout Requirements 04/07/2014
01 7823 Operation and Maintenance Data 04/07/2014
01 7839 Project Record Documents 04/07/2014
CITY OF FORT WORTH
Magnolia Trinity
CPN#104075
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS
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.eov/tpw/contractors/
or
https:Happs.fortworthtexas.2ov/Proi ectResources/
Division 02-Existing Conditions Last Revised
0241 13 Se4eetiAi@ Sitee nPMeiitiea 12/20/2012
0241 14 Utility Removal/Abandonment 12/20/2012
0241 15 Paving Removal 02/02/2016
Division 03- Concrete
03 30 00 Cast-In-Place Concrete 12/20/2012
03 34 13 12/20/2012
03 34 16 Concrete Base Material for Trench Repair 12/20/2012
03 80 00 12/20/2012
Division 26-Electrical
26 05 00 Common Work Results for Electrical 11/22/2013
2605 10 Demolition for Electrical Systems 12/20/2012
26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012
26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011
26 05 50 Communications Multi-Duct Conduit 02/26/2016
Division 31-Earthwork
31 1000 Site Clearing 12/20/2012
3123 16 Unclassified Excavation 01/28/2013
31 23 23 Borrow 01/28/2013
31 24 00 E+ff b—w R-Ic�rex s 01/28/2013
31 25 00 Erosion and Sediment Control 12/20/2012
31 3600 Gahierrs 12/20/2012
31 3700 Ri ra 12/20/2012
Division 32-Exterior Improvements
3201 17 Permanent Asphalt Paving Repair 12/20/2012
3201 18 12/20/2012
32 01 29 Concrete Paving Repair 12/20/2012
32 1123 Flexible Base Courses 12/20/2012
32 1129 Lime Treated Base Courses 12/20/2012
32 1133 G e m e f r r+ea4e a^so rA-41 12/20/2012
32 1137 08/21/2015
CITY OF FORT WORTH
Magnolia Trinity
CPN#104075
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS
Revised March 20,2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 5
32 1216 Asphalt Paving 12/20/2012
32 1273 12/20/2012
32 13 13 Concrete Paving 12/20/2012
32 1320 Concrete Sidewalks,Driveways and Barrier Free Rams 06/05/2018
32 13 73 Concrete Paving Joint Sealants 12/20/2012
32 1416 Brick Unit Paving 12/20/2012
32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016
32 1723 Pavement Markings 11/22/2013
32 1725 Curb Address Painting 11/04/2013
3231 13 Chain Fenees and Ga4es- 12/20/2012
32 31 26 Wife Ferees a„a C� e-s 12/20/2012
32 31 29 WeedFerees a* ra4es- 12/20/2012
3232 13 06/05/2018
3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012
3292 13 Hydro-Mulching, Seeding, and Sodding 12/20/2012
32 93 43 Trees and Shrubs 12/20/2012
Division 33-Utilities
33 0130 Sewer and Manhole Testing 12/20/2012
33 0131 Closed Circuit Television(CCTV)Inspection 03/03/2016
33 03 10 12/20/2012
33 04 10 Joint Bonding and Electrical Isolation 12/20/2012
33 04 11 Geffesien Gefit e TeS4 cl..fie. 12/20/2012
33 04 12 12/20/2012
33 0430 07/01/2011
33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013
33 0450 Cleaning of Sewer Mains 12/20/2012
33 05 10 Utility Trench Excavation,Embedment,and Backfill 12/12/2016
33 05 12 Water Line Lowering 12/20/2012
33 05 13 Frame,Cover and Grade Rings—Cast Iron 01/22/2016
33 05 13.10 Frame,Cover and Grade Rings—Composite 01/22/2016
33 05 14 Adjusting Manholes,Inlets,Valve Boxes, and Other Structures to 12/20/2012
Grade
33 05 16 Concrete Water Vaults 12/20/2012
33 05 17 Concrete Collars 12/20/2012
33 0520 12/20/2012
33 0521 Ttmnel T Pl e 12/20/2012
33 0522 Steel Gasing Pipee 12/20/2012
33 0523 Rand Ttmfieliffg 12/20/2012
33 05 24 06/19/2013
33 0526 Utility Markers/Locators 12/20/2012
33 0530 Location of Existing Utilities 12/20/2012
33 1105 Bolts,Nuts,and Gaskets 12/20/2012
33 11 10 Puelile ken Pipe 12/20/2012
33 11 11 Ductile Iron Fittings 12/20/2012
33 11 12 Polyvinyl Chloride PVC Pressure Pie 11/16/2018
33 11 13 12/20/2012
CITY OF FORT WORTH
Magnolia Trinity
CPN#104075
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS
Revised March 20,2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
33 11 14 12/20/2012
33 12 10 Water Services 1-inch to 2-inch 02/14/2017
33 1211 Large Water Meters 12/20/2012
33 1220 Resilient Seated Gate Valve 12/20/2012
33 1221 AWWA Rubber-Seated Butterfly Valves 12/20/2012
33 1225 Connection to Existing Water Mains 02/06/2013
33 1230 12/20/2012
33 1240 Fire Hydrants 01/03/2014
33 1250 12/20/2012
33 1260 06/19/2013
33 31 12 12/20/2012
33 31 13 12/20/2012
33 31 15 12/20/2012
33 3120 Polyvinyl Chloride PVC Gravity Sanitary Sewer Pie 06/19/2013
33 31 21 12/20/2012
33 3122 12/20/2012
33 3123 12/20/2012
33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013
33 3170 12/20/2012
33 39 10 Cast-in-Place Concrete Manholes 12/20/2012
33 3920 Precast Concrete Manholes 12/20/2012
33 3930 12/20/2012
33 3940 Waste 4er n eeess rh.,,, be f� 12/20/2012
33 3960 12/20/2012
3341 10 Reiiifefeed G 07/01/2011
3341 11 12/20/2012
3341 12 11/13/2015
33 46 00 12/20/2012
33 46 01 Sle4ea Staf Pr-ai s- 07/01/2011
33 46 02 Tfeiieh Pfaii s 07/01/2011
3349 10 Cast i Place M a*heles an -unction Be*c-s 12/20/2012
33 49 20 12/20/2012
33 49 40 07/01/2011
Division 34- Transportation
3441 10 10/12/2015
3441 10.01 Att-aehmeat A 12/18/2015
3441 10.02 02/2012
3441 10.03 01/2012
3441 11 11/22/2013
3441 13 12/20/2012
3441 15 11/22/2013
3441 16 11/22/2013
34 41 20 Roadway Illumination Assemblies 12/20/2012
34 4120.01 06/15/2015
34 4120.02 06/15/2015
CITY OF FORT WORTH
Magnolia Trinity
CPN#104075
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS
Revised March 20,2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 5
34 41 20.03 Residential LED Roadway Luminaires 06/15/2015
34 41 30 11/12/2013
34 41 50 02/26/2016
3471 13 Traffic Control 11/22/2013
Appendix
GC-4.01 Availability rLands
GC-4.02 Subsurface and Physical Conditions
GC-4.04 Undo.,.,.,.tm F-..,.ilifies-
GC-6.06.D
GC-6.07 Wage D a4es
GC-6.09 no,.mils a* Utilities
GC-6.24
GR-01 60 00 Product Requirements
END OF SECTION
CITY OF FORT WORTH
Magnolia Trinity
CPN#104075
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS
Revised March 20,2020
00 42 43
DAP-BID PROPOSAL
Page 1 of 7
SECTION 00 42 43
Developer Awarded Projects-PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Description Specification I Unit of Bid
Unit Price Bid Value
No. Section No. Measure Quantity
UNIT I:WATER IMPROVEMENTS
1 3305.0109 Trench Safety 3305 10 LF 7 $200.00 $1,400.00
2 3311.0243 8"Water Pipe,Select Backfill 33 11 10,33 11 LF
12 7 $255.00 $1,785.00
3 3312.2802 4"Water Meter and Vault 33 12 10 EA 1 $45,855.00 $45,855.00
4 3311.0001 Ductile Iron Water Fittings w/Restraint 33 11 11 TON 1 $5,320.00 $5,320.00
5 0241.1218 4"-12"Water Abandonment Plug 0241 14 EA 2 $300.00 $600.00
6 3312.0001 Fire Hydrant 33 1240 EA 1 $6,543.60 $6,543.60
33 11 10,33 11
7 3311.0241 8"Water Pipe 12 LF 7 $255.00 $1,785.00
8 3312.2001 1"Water Service,Meter Reconnection 33 12 10 EA 1 $3,700.00 $3,700.00
9 3312.3003 8"Gate Valve 33 1220 EA 1 $2,850.00 $2,850.00
10 0241.1013 Remove 8"Water Line 0241 14 LF 17 $42.00 $714.00
11 0241.1303 Remove 8"Water Valve 0241 14 EA 1 $450.00 $450.00
12 3312.3103 8"Cut-in Gate Valve/Tee 33 1220 EA 1 $10,380.00 $10,380.00
13 33 11 10,33 11 LF
3311.0141 6"Water Pipe 12 5 $72.67 $363.35
14 Sidewalk Repair Sy 27 $113.29 $3,058.83
15
16
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
TOTAL UNIT I:WATER IMPROVEMENTS1 $84,804.78
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS
Form Version May 22,2019 ResomcesP_30-New Development Resomces_Specs and Contract Documents_00 42 43 Bid Proposal_DAP.xls
00 42 43
DAP-BID PROPOSAL
Page 2 of 7
SECTION 00 42 43
Developer Awarded Projects-PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Description Specification I Unit of Bid
Unit Price Bid Value
No. Section No. Measure Quantity
UNIT II:SANITARY SEWER IMPROVEMENTS
1 CONNECTION TO EXISTING SEWER MANHOLE EA 1 $2,800.00 $2,800.00
2 3301.0101 Manhole Vacuum Testing 33 01 30 EA 1 $750.00 $750.00
3 3339.0001 Epoxy Manhole Liner 33 39 60 VF 1 $3,500.00 $3,500.00
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
TOTAL UNIT II:SANITARY SEWER IMPROVEMENTS $7,050.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS
Form Version May 22,2019 ResomcesP_30-New Development Resomces_Specs and Contract Documents_00 42 43_Bid Proposal_DAP.xls
00 42 43
DAP-BID PROPOSAL
Page 3 of 7
SECTION 00 42 43
Developer Awarded Projects-PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Description Specification I Unit of Bid
Unit Price Bid Value
No. Section No. Measure Quantity
UNIT III: DRAINAGE IMPROVEMENTS
1 CONNECTION TO EXISTING24"RCP EA 1 $1,800.00 $1,800.00
2 3305.0112 CONCRETE COLLAR 3305 17 EA 1 $500.00 $500.00
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
TOTAL UNIT III: DRAINAGE IMPROVEMENTI $2,300.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS
Form Version May 22,2019 ResomcesP_30-New Development Resomces_Specs and Contract Documents_00 42 43 Bid Proposal_DAP.xls
00 42 43
DAP-BID PROPOSAL
Page 4 of 7
SECTION 00 42 43
Developer Awarded Projects-PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Description Specification I Unit of Bid
Unit Price Bid Value
No. Section No. Measure Quantity
UNIT IV: PAVING IMPROVEMENTS
1 0241.1300 Remove Conc Curb&Gutter 0241 15 LF 480 $15.00 $7,200.00
2 3213.0301 4"Conc Sidewalk 32 13 20 SF 1458 $7.00 $10,206.00
3 3213.0402 7"Concrete Driveway 32 13 20 SF 727 $10.00 $7,270.00
4 3211.0501 6"Lime Treatment 32 11 29 Sy 81 $29.14 $2,360.34
5 Sidewalk Pavers 3214 16 Sy 13 $63.00 $819.00
6 3201.0614 Concrete Pavement Repair Residential 32 01 29 Sy 19 $72.00 $1,368.00
7 3471.0001 Traffic Control 3471 13 MO 2 $2,500.00 $5,000.00
8 3217.0001 4"SLD Pvmt Marking HAS(W) 32 1723 LF 144 $4.50 $648.00
9 3211.0400 Hydrated Lime 32 11 29 TN 10 $250.00 $2,500.00
10 3213.0102 7"Conc Pvmt 32 13 13 Sy 415 $90.00 $37,350.00
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
TOTAL UNIT IV: PAVING IMPROVEMENTS1 $74,721.34
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS
Form Version May 22,2019 ResomcesP_30-New Development Resomces_Specs and Contract Documents_00 42 43 Bid Proposal_DAP.xls
00 42 43
DAP-BID PROPOSAL
Page 5 of 7
SECTION 00 42 43
Developer Awarded Projects-PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Description Specification I Unit of Bid
Unit Price Bid Value
No. Section No. Measure Quantity
UNIT V:STREET LIGHTING IMPROVEMENTS
1 2605.3018 2"CONDT PVC SCH 80,Open Cut 26 05 33 LF 7 $48.36 $338.52
2 3441.1501 Ground Box Type B 3441 10 EA 1 $1,987.00 $1,987.00
3441.3037 Furnish/Install 10'-14'Washington Standard
3 Light Pole&Fixture LED 34 41 20 EA 1 $5,994.50 $5,994.50
4 3441.3303 Rdwy Illum Foundation TY 7 34 41 20 EA 1 $4,190.00 $4,190.00
5 3441.1408 NO 6 Insulated Elec Condr 3441 10 LF 7 $12.00 $84.00
6 3441.1413 NO 6 Bare Elec Condr SLD 3441 10 LF 7 $4.00 $28.00
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43 _
44 _
45
TOTAL UNIT V:STREET LIGHTING IMPROVEMENLI $12,622.02
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS
Form Version May 22,2019 ResomcesP_30-New Development Resomces_Specs and Contract Documents_00 42 43 Bid Proposal_DAP.xIs
00 42 43
DAP-BID PROPOSAL
Page 6 of 7
SECTION 00 42 43
Developer Awarded Projects-PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Specification Unit of Bid
Description Unit Price Bid Value
No. Section No. Measure Quantity
UNIT VI:TRAFFIC SIGNAL IMPROVEMENTS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
TOTAL UNIT VI:TRAFFIC SIGNAL IMPROVEMENT
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS
Form Version May 22,2019 ResomcesP_30-New Development Resomces_Specs and Contract Documents_00 42 43 Bid Proposal_DAP.xls
00 42 43
DAP-BID PROPOSAL
Page 7 of 7
SECTION 00 42 43
Developer Awarded Projects-PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Specification Unit of Bid
Description Unit Price Bid Value
No. Section No. Measure Quantity
Bid Summary
UNIT I:WATER IMPROVEMENTS $84,804.78
UNIT II: SANITARY SEWER IMPROVEMENTS $7,050.00
UNIT III: DRAINAGE IMPROVEMENTS $2,300.00
UNIT IV: PAVING IMPROVEMENTS $74,721.34
UNIT V: STREET LIGHTING IMPROVEMENTS $12,622.02
Total Construction Bid $181,498.14
This Bid is submitted by the entity named below:
BIDDER: BY: Sebastian Chmielewski
Cardinal Construction ;.n• L
12333 Sowden Td.
Ste.B#18732 TITLE: Project Manager
Houston,TX 77080 DATE: 6/2/2022
Contractor agrees to complete WORK for FINAL ACCEPTANCE within 60 working days after the date when the
CONTRACT commences to run as provided in the General Conditions.
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS
Form Version May 22,2019 ResomcesP_30-New Development Resomces_Specs and Contract Documents_00 42 43_Bid Proposal_DAP.xls
0045 12
DAP PREQUALIFICATION STATEMENT
Page 1 of 1
SECTION 00 45 12
DAP—PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s)listed. In the"Major Work
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
Pedestrian and Street Lighting Trademark Electric, Inc 1/14/23
Water Distribution,
Development, 8-inch diameter San Saba Construction Services Inc 4/30/23
and smaller
Sewer Collection System,
Development, 8-inch and San Saba Construction Services Inc 4/30/23
smaller
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Cardinal Construction BY: Sebastian Chmielewski
12333 Sowden Td.
Ste. B#18732
Houston, TX 77080 (Signature)
TITLE: Project Manager
DATE: 6/7/2022
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT—DEVELOPER AWARDED PROJECTS ResourcesP_30-New Development Resources_Specs and Contract
Documents_00 45 121'requalification Statement 2015_DAP-LIGHT POLE.docx
Form Version September 1,2015
004526-1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
1 SECTION 00 45 26
2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
3
4 Pursuant to Texas Labor Code Section 406.096(a),as amended, Contractor certifies that it
5 provides worker's compensation insurance coverage for all of its employees employed on City
6 Project No. 104075 . Contractor further certifies that,pursuant to Texas Labor
7 Code, Section 406.096(b),as amended,it will provide to City its subcontractor's certificates of
8 compliance with worker's compensation coverage.
9
10 CONTRACTOR:
11 Cardinal Construction Sebastian Chmielewski
12 By:
13 Company (Please Print)
14
15 12333 Sowden Road, Suite B #18913gLure: aA-44,-- 4W04—\
16 Address
17
18 Houston, TX 77080-2059 Title: Project Manager
19 City/State/Zip (Please Print)
20
21
22 THE STATE OF TEXAS §
23
24 COUNTY OF TARRANT §
25
26 BEFORE ME,the undersiggnned authority,on this day personally appeared
27 Sebastian Chmielewski ,known to me to be the person whose name is
28 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as
29 the act and deed of Compliance for the purposes and
30 consideration therein expressed and in the capacity therein stated.
31
32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this 6th day of
33 June , 20 22
34
35
36
37 Notary Public in and for the State of Texas
38
39 END OF SECTIONIIAII►PO
OQ��`Pgl P�•,��'i���
40
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN#104075
Revised April 2,2014
00 52 43-1
Developer Awarded Project Agreement
Pagel of 4
1 SECTION 00 52 43
2 AGREEMENT
3
4 THIS AGREEMENT, authorized on 10/26/2022 is made by and between the Developer,
5 UG Trinity FTW, LP, authorized to do business in Texas ("Developer") , and
6 UG Construction, LLC dba Cardinal Construction , authorized to do
7 business in Texas,acting by and through its duly authorized representative,("Contractor").
8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
9 follows:
10 Article 1.WORK
11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
12 Project identified herein.
13 Article 2.PROJECT
14 The project for which the Work under the Contract Documents may be the whole or only a part is
15 generally described as follows:
16 Magnolia Trinity
17 Project Number: 104075
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
21 Documents are of the essence to this Contract.
22 3.2 Final Acceptance.
23 The Work will be complete for Final Acceptance within 60 working days after the date
24 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard
25 City Conditions of the Construction Contract for Developer Awarded Projects.
26 3.3 Liquidated damages
27 Contractor recognizes that time is of the essence of this Agreement and that Developer
28 will suffer financial loss if the Work is not completed within the times specified in
29 Paragraph 3.2 above,plus any extension thereof allowed in accordance with Article 10 of
30 the Standard City Conditions of the Construction Contract for Developer Awarded
31 Projects. The Contractor also recognizes the delays, expense and difficulties involved in
32 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not
33 completed on time. Accordingly, instead of requiring any such proof, Contractor agrees
34 that as liquidated damages for delay (but not as a penalty), Contractor shall pay
35 Developer <Zero> Dollars ($00.00) for each day that expires after the time specified in
36 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance.
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised June 16,2016
00 52 43-2
Developer Awarded Project Agreement
Page 2 of 4
37 Article 4. CONTRACT PRICE
38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
39 Documents an amount in current funds of
ne Hundred Eighty One Thousand,Four Ninety Eight and Fourteen C lJ ollars
40 ($ 181,498.14 ) 1
41 Article 5. CONTRACT DOCUMENTS
42 5.1 CONTENTS:
43 A. The Contract Documents which comprise the entire agreement between Developer and
44 Contractor concerning the Work consist of the following:
45 1. This Agreement.
46 2. Attachments to this Agreement:
47 a. Bid Form(As provided by Developer)
48 1) Proposal Form(DAP Version)
49 2) Prequalification Statement
50 3) State and Federal documents(project specific)
51 b. Insurance ACORD Form(s)
52 c. Payment Bond(DAP Version)
53 d. Performance Bond(DAP Version)
54 e. Maintenance Bond(DAP Version)
55 f. Power of Attorney for the Bonds
56 g. Worker's Compensation Affidavit
57 h. MBE and/or SBE Commitment Form(If required)
58 3. Standard City General Conditions of the Construction Contract for Developer
59 Awarded Projects.
60 4. Supplementary Conditions.
61 5. Specifications specifically made a part of the Contract Documents by attachment
62 or, if not attached, as incorporated by reference and described in the Table of
63 Contents of the Project's Contract Documents.
64 6. Drawings.
65 7. Addenda.
66 8. Documentation submitted by Contractor prior to Notice of Award.
67 9. The following which may be delivered or issued after the Effective Date of the
68 Agreement and,if issued,become an incorporated part of the Contract Documents:
69 a. Notice to Proceed.
70 b. Field Orders.
71 c. Change Orders.
72 d. Letter of Final Acceptance.
73
74
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised June 16,2016
00 52 43-3
Developer Awarded Project Agreement
Page 3 of 4
75 Article 6.INDEMNIFICATION
76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
77 expense, the city, its officers, servants and employees, from and against any and all
78 claims arising out of, or alleged to arise out of, the work and services to be performed
79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
80 under this contract. This indemnification provision is specifically intended to operate
81 and be effective even if it is alleged or proven that all or some of the damages being
82 soueht were caused, in whole or in part, by any act, omission or neelieence of the city.
83 This indemnity provision is intended to include, without limitation, indemnity for
84 costs, expenses and legal fees incurred by the city in defending against such claims and
85 causes of actions.
86
87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
88 the city,its officers, servants and employees,from and against any and all loss, damage
89 or destruction of property of the city, arising out of, or alleged to arise out of,the work
90 and services to be performed by the contractor, its officers, agents, employees,
91 subcontractors, licensees or invitees under this contract. This indemnification
92 provision is specifically intended to operate and be effective even if it is alleged or
93 proven that all or some of the damages being sought were caused, in whole or in part,
94 by any act, omission or ne2li2ence of the city.
95
96 Article 7.MISCELLANEOUS
97 701 Terms.
98 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
99 the Construction Contract for Developer Awarded Projects.
100 702 Assignment of Contract.
101 This Agreement, including all of the Contract Documents may not be assigned by the
102 Contractor without the advanced express written consent of the Developer.
103 703 Successors and Assigns.
104 Developer and Contractor each binds itself, its partners, successors, assigns and legal
105 representatives to the other party hereto, in respect to all covenants, agreements and
106 obligations contained in the Contract Documents.
107 704 Severability.
108 Any provision or part of the Contract Documents held to be unconstitutional, void or
109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
110 remaining provisions shall continue to be valid and binding upon DEVELOPER and
111 CONTRACTOR.
112 705 Governing Law and Venue.
113 This Agreement, including all of the Contract Documents is performable in the State of
114 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
115 Northern District of Texas,Fort Worth Division.
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised June 16,2016
00 52 43-4
Developer Awarded Project Agreement
Page 4 of 4
116
117 7.6 Authority to Sign.
118 Contractor shall attach evidence of authority to sign Agreement, if other than duly
119 authorized signatory of the Contractor.
120
121 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
122 counterparts.
123
124 This Agreement is effective as of the last date signed by the Parties("Effective Date").
125
Contractor: Developer:
UG Construction, LLC DBA Cardinal Construction UG Trinity FTW LP
By: By: ���n li(/h%EeGit
(Signature) (Signature)
Sebastian Chmielewski Sameer Walvekar
(Printed Name) (Printed Name)
Title: Project Manager Title: Authorized Representative
Company Name:uG construction,LLc DeA cardinal Construction Company name:Urban Genesis
Address: 12333 Sowden Rd, Ste B#18732 Address:202 Avondale St
City/State/Zip: Houston, TX 77080 City/State/Zip:Houston, TX 77006
6/7/2022 6/7/2022
Date Date
126
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised June 16,2016
00 61 25-1
CERTIFICATE OF INSURANCE
Page 1 of 1
1 SECTION 00 6125
2 CERTIFICATE OF INSURANCE
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22 END OF SECTION
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN#104075
Revised July 1,2011
This page has been left blank intentionally.
,
,
r
0062 19- 1
MAINTENANCE BOND
Pagel of 3
1 SECTION 00 62 19
2 MAINTENANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7
8 That we UG Construction, LLC DBA Cardinal Construction, known as"Principal" herein
9 and Insurors Indemnity Company, a corporate surety (sureties, if more than one)duly authorized
10 to do business in the State of Texas, known as"Surety"herein(whether one or more), are held
11 and firmly bound unto the Developer, UG Trinity FTW LP, authorized to do business in Texas
12 ("Developer")and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of
13 One Hundred Eighty One Thousand Four Hundred Ninety Eight Dollars and Fourteen Cents
14 ($181,498.14), lawful money of the United States, to be paid in Fort Worth,Tarrant County,
15 Texas, for payment of which sum well and truly be made jointly unto the Developer and the City
16 as dual obligees and their successors, we bind ourselves,our heirs,executors,administrators,
17 successors and assigns,jointly and severally, firmly by these presents.
18
19 WHEREAS, Developer and City have entered into an Agreement for the construction of
20 community facilities in the City of Fort Worth by and through a Community Facilities
21 Agreement, CFA22-0069, City Project No. 104075, IPRC22.0076; and
22 WHEREAS, the Principal has entered into a certain written contract with the Developer
23 awarded the__,�L day of_ "- C1 20,12, which Contract is
24 hereby referred to and a made par4lereof for all purposes as if fully set forth herein,to furnish all
25 materials,equipment labor and other accessories as defined by law, in the prosecution of the
26 Work, including any Work resulting from a duly authorized Change Order(collectively herein,
27 the"Work")as provided for in said Contract and designated as City Project No. 104075;and
28
29 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
30 accordance with the plans,specifications and Contract Documents that the Work is and will
31 remain free from defects in materials or workmanship for and during the period of two(2)years
32 after the date of Final Acceptance of the Work by the City("Maintenance Period");and
33
CITY OF FORT WORTH Magnolia Trinity
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS fPRC22-0076 and Ciry Project No, 104075
Revised January 31,2012
006219-2
MAINTENANCE BOND
Page 2 of 3
I WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
2 upon receiving notice from the Developer and/or City of the need thereof at any time within the
3 Maintenance Period.
4
5 NOW THEREFORE, the condition of this obligation is such that if Principal shall
6 remedy any defective Work, for which timely notice was provided by Developer or City,to a
7 completion satisfactory to the City, then this obligation shall become null and void;otherwise to
8 remain in full force and effect.
9
10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
1 I noticed defective Work, it is agreed that the Developer or City may cause any and all such
12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
13 by the Principal and the Surety under this Maintenance Bond; and
14
15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
17 Worth Division; and
18
19 PROVIDED FURTHER,that this obligation shall be continuous in nature and
20 successive recoveries may be had hereon for successive breaches.
21
22
23
CITY OF FORT WORTH Magnolia Trinity
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS (PRC22-0076 and City Project No. 104075
Revised January 31,2012
006219-3
MAINTENANCE BOND
Page 3 of 3
1 IN WITNESS WHEREOF,the Principal and the Surety have each SIGNED and SEALED this
2 instrument by duly authorized agents and officers on this the 7th day of June,2022-
3
4
5 PRINCIPA
6 UG arnstruction, LL 8A Cardinal
7 Cons ction
8
9 •
10 BY:
II Sig t
12 ATTEST:
13 ( _/
14 [
15 ( r• cipal)Secretary Name and Title
16 / ,
17 Address: 2y Aw W.
18 — G
19
20
21 Witness as to Principal
22 SURETY:
23 Insurors Indemnity Company `
24
25 '
26 BY: -
27 Sign- re
28 _
29 Me2an Liescheski.Attorney-?n-Fact
30 ATTEST: Name and Title
31
32 Address: P.O. Box 32577
33 (Surety)T
Waco,TX 76703-4200
34
35
36 Witness as Surety Telephone Number: 1-877-816-2800
37
38 *Note: �If signed by an officer of the Surety Company, there must be on file a certified extract
39 from the by-laws showing that this person has authority to sign such obligation. If
40 Surety's physical address is different from its mailing address, both must be provided.
41
42 The date of the bond shall not be prior to the date the Contract is awarded.
43
CITY OF FORT WORTH Magnolia Trinity
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS IPRC22-00 76 and City Project No. /040 75
Revised January 31,2012
I N S U IZMVRS
innf7ii MlrY Ca Mp4Nlrs
POWER OF ATTORNEY of INSURORS INDEMNITY COMPANY
Waco, Texas
KNOW ALL PERSONS BY THESE PRESENTS: Number: CN13-40692-00
That INSURORS INDEMNITY COMPANY,Waco, Texas,organized and existing under the iawsofthe State of Texas,
and authorized and licensed to do business in the State of Texas and the United States of America, does hereby
make, constitute and appoint
Medan Liescheski of the City of Spring,State of TX
as Attorney in Fact, with full power and authority hereby conferred .upon him to sign, execute, acknowledge and
deliver for and on its behalf as Surety and as its act and deed, all of the following classes of document. Ill
Indemnity, Surety and Undertakings that may be desired by contract, or may be given in any action
or proceeding in any Court of law or equity; Indemnity in all cases where indemnity may be lawfully
givers and with full power and authority to execute consents and waivers to modify or change or
extend any bond or document executed for this Company.
iNSURORS INDEMNITY COMPANY
Atte§t`` . By
Tammy Tiepet an, Secr tary Dave E Talbert, President
State of Texas
County of McLennan
On the 1111 day of November, 2014.. before me a Notary Public in the State of Texas, personally appeared Dave E.
Talbert and Tammy Tieperman, who being by me duly sworn, acknowledged that they executed the above Power of Attorne in
their capacities as Presidert, and Corporate Secretary, respectively, of Insurors Indemnity
Power of Attorney to be the voluntary act and deed of th ompany. .►"='°•
+, Notary Public
STATE OF TEXAS
s!' ails*' 1W 2235897
Notary Public, State of Texas My Comm. Ma .21,2028
Insurors Indemnity Company certifies that this Power of Attorney is granted under and by authority of the
following resolutions of the Company adopted by the Board of Directors on November 11, 2014.
RESOLVED, that all bonds, undertakings, contracts or other obligations may be executed in the name of the Company
by persons appointed as Attorney in Fact pursuant to a Power of Attorney issued in accordance with these Resolutions. Said
Power of Attorney shall be executed in the name and on behalf of the Company either by the Chairman and CEO or the President,
under their respective designatior The signature of such offices and the seal of the Company may be affixed by facsimile to any
Power of Attorney, and, unless subsequently revoked and subject to any limitation set forth therein, any such Power of Attorney
or certificate bearing such facsimile signature and seal shall be valid and binding upon the Company and any such power so
executed and certified by facsimile signature and seal shall be valid and binding upon the Company with respect to any bond or
undertaking to which it is validly attached.
RESOLVED,that Attorneys in Fact shall have the power and authority, subject to the terms and }mitaticns of the Power
of Attorney issued to them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all
bonds and undertakings, and any such instrument executed by such Attorneys in Fact shall be binding upon the Company as if
signed by an Executive Officer and sealed and attested to by the Secretary or Assistant Secretary of the Company.
1, Tammy Tieperman, Secretary of Insurors Indemnity Company, do hereby certify that the foregoing is a true excerpt
from the resolutions of the said Company as adopted by its Board of Directors on November 11, 2014, and that this Resolution
is in full force and effect. I certify that the foregoing Power of Attorney is in full force and effect and has not been revoked.
In Witness Whereof, I have set my hand and the seal of INSURORS INDEMNITY COMPANY on this 7th
day of June
=-;- Tammy Tieperhil Secrets
NOTE: IF YOU HAVE ANY QUESTION REGARDING THE.VALIDITY OR WORDING OF THIS POWER OF ATTORNEY.
PLEASE CALL 800 933 7444 OR WRITE TO US AT P O_ BOX 32577,WACO,TEXAS 76703 OR EMAIL US AT
BONDDEPT,_@1NS1tRE3b 5INDEMNI f Y.COM.
I N S UTMTN-S
itinEMNrr co�rawes
Pt]Box 32577
Phone_ 877 816 2800 Waco, Texas 76703-4200
IMPORTANT NOTICE - AVISO IMPORTANTE
To obtain information or make a complaint:
You may call Insurors Indemnity Company's toll-free Para obtener informacion o para someter una queja:
telephone number for information or to make a complaint Usted puede Ilamar al numero de telefono gratis de
at: lnsurors Indemnity Company's para information o para
1-877-816-2800 someter una queja al
You may also write to lnsurors Indemnity Company at: 1-877-816-2800
P.O. Box 32577 Usted tanbien puede escribir a lnsurors Indemnity
Waco,TX 76703-4200 Company:
Or P.O. Box 32577
225 South Fifth Street
Waco,TX 7670] Waco,TX 76703-4200
O
You may contact the Texas Department of Insurance to 225 South Fifth Street
obtain information on companies,coverages,rights or Waco,TX 76701
complaints at
Puede comunicarse con el Departamento de Seguros de
1-800-252-3439 Texas para obtener informacion acerca de companias,
You may write the Texas Department of Insurance at: coberturas,derechos o quejas al
Consumer Protection(1]1-1 A)
1-800-25 2-3439
P.O.Box 149091 Puede escribir al Departamento de Seguros de Texas:
Austin, TX 78714-9091
Fax:512-490-]007 Consumer Protection(I 11-l A)
P.O. Box 149091
Web: http://www.tdi.texas.gov Austin, TX 787 1 4-909 1
E-mail: Cons u merProtection nmtdi.texas.gov Fax: 512-490-1007
Web: http://www.tdi.texas.gov
PREMIUM OR CLAIM DISPUTES: E-mail: ConsumerProtection@tdi.texas.gov
Should you have a dispute concerning your premium or
about a claim,you should contact the agent or the
company first. If the dispute is not resolved,you may DISPUTAS SOBRE PRIMAS O RECLAMOS:
contact the Texas Department of Insurance. Si tiene una disputa concemiente a su prima o a un
reclamo,debe comunicarse con el agente o la compania
ATTACH THIS NOTICE TO YOUR POLICY: primero. Si no se resuelve la disputa,puede entonces
comunicarse con el departamento(TDI).
This notice is for information only and does not become a
part or condition of the attached document.
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.
insurorsinderr.r Ety.com
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.......................................................................................................... I
1.01 Defined Terms............................................................................................................................... 1
1.02 Terminology..................................................................................................................................5
Article2—Preliminary Matters.........................................................................................................................6
2.01 Before Starting Construction........................................................................................................6
2.02 Preconstruction Conference..........................................................................................................6
2.03 Public Meeting..............................................................................................................................6
Article 3 —Contract Documents and Amending...............................................................................................6
3.01 Reference Standards .....................................................................................................................6
3.02 Amending and Supplementing Contract Documents ..................................................................6
Article 4—Bonds and Insurance.......................................................................................................................7
4.01 Licensed Sureties and Insurers.....................................................................................................7
4.02 Performance, Payment, and Maintenance Bonds ........................................................................7
4.03 Certificates of Insurance...............................................................................................................7
4.04 Contractor's Insurance..................................................................................................................9
4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12
Article 5 —Contractor's Responsibilities........................................................................................................12
5.01 Supervision and Superintendent.................................................................................................12
5.02 Labor; Working Hours................................................................................................................13
5.03 Services, Materials, and Equipment...........................................................................................13
5.04 Project Schedule..........................................................................................................................14
5.05 Substitutes and"Or-Equals".......................................................................................................14
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors).....................................16
5.07 Concerning Subcontractors, Suppliers, and Others ...................................................................16
5.08 Wage Rates..................................................................................................................................18
5.09 Patent Fees and Royalties...........................................................................................................19
5.10 Laws and Regulations.................................................................................................................19
5.11 Use of Site and Other Areas.......................................................................................................19
5.12 Record Documents......................................................................................................................20
5.13 Safety and Protection..................................................................................................................21
5.14 Safety Representative .................................................................................................................21
5.15 Hazard Communication Programs .............................................................................................22
5.16 Submittals....................................................................................................................................22
5.17 Contractor's General Warranty and Guarantee..........................................................................23
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
5.18 Indemnification...........................................................................................................................24
5.19 Delegation of Professional Design Services..............................................................................24
5.20 Right to Audit: :................................... ..........................25
5.21 Nondiscrimination.......................................................................................................................25
Article 6-Other Work at the Site...................................................................................................................26
6.01 Related Work at Site...................................................................................................................26
Article 7-City's Responsibilities...................................................................................................................26
7.01 Inspections, Tests, and Approvals..............................................................................................26
7.02 Limitations on City's Responsibilities.......................................................................................26
7.03 Compliance with Safety Program...............................................................................................27
Article 8 -City's Observation Status During Construction...........................................................................27
8.01 City's Project Representative .....................................................................................................27
8.02 Authorized Variations in Work..................................................................................................27
8.03 Rejecting Defective Work..........................................................................................................27
8.04 Determinations for Work Performed..........................................................................................28
Article9-Changes in the Work.....................................................................................................................28
9.01 Authorized Changes in the Work...............................................................................................28
9.02 Notification to Surety..................................................................................................................28
Article 10-Change of Contract Price; Change of Contract Time ................................................................28
10.01 Change of Contract Price............................................................................................................28
10.02 Change of Contract Time............................................................................................................28
10.03 Delays..........................................................................................................................................28
Article 11 -Tests and Inspections; Correction, Removal or Acceptance of Defective Work......................29
11.01 Notice of Defects ........................................................................................................................29
11.02 Access to Work...........................................................................................................................29
11.03 Tests and Inspections..................................................................................................................29
11.04 Uncovering Work .......................................................................................................................30
11.05 City May Stop the Work.............................................................................................................30
11.06 Correction or Removal of Defective Work................................................................................30
11.07 Correction Period........................................................................................................................30
11.08 City May Correct Defective Work.............................................................................................31
Article12-Completion..................................................................................................................................32
12.01 Contractor's Warranty of Title...................................................................................................32
12.02 Partial Utilization........................................................................................................................32
12.03 Final Inspection...........................................................................................................................32
12.04 Final Acceptance.........................................................................................................................33
Article13 - Suspension of Work....................................................................................................................33
13.01 City May Suspend Work............................................................................................................33
Article14-Miscellaneous..............................................................................................................................34
14.01 Giving Notice..............................................................................................................................34
CITY OF FORT WORTH
STANDARD CITY CONDITIONS-DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
14.02 Computation of Times................................................................................................................34
14.03 Cumulative Remedies.................................................................................................................34
14.04 Survival of Obligations...............................................................................................................35
14.05 Headings......................................................................................................................................35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
0073 10-1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
ARTICLE 1—DEFINITIONS AND TERNHNOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Agreement- The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. Asbestos Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3. Business Day A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4. Buzzsaw—City's on-line, electronic document management and collaboration system.
5. Calendar Day—A day consisting of 24 hours measured from midnight to the next midnight.
6. City The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7. Community Facilities Agreement (CFA) A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8. Contract The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents Those items that make up the contract and which must include the
Agreement, and it's attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
0073 10-2
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 2 of 35
b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non-Resident Bidder
iii. Prequalification Statement
C. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
i. MWBE Commitment Form(If required by City)
k. General Conditions
1. Supplementary Conditions
M. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project's Contract Documents
o. Drawings
P. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10. Contractor The individual or entity with whom Developer has entered into the Agreement.
11. Day or day A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. Drawings That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14. Engineer The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15. Final Acceptance The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
0073 10-3
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 3 of 35
16. Final Inspection Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof,fully, entirely, and in
conformance with the Contract Documents.
17. General Requirements A part of the Contract Documents between the Developer and a
Contractor.
18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19. Liens Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20. Milestone A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non-Participating Change Order A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
22. Participating Change Order A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
23. Plans See definition of Drawings.
24. Project Schedule A schedule,prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor's plan to accomplish the Work within the Contract Time.
25. Project The Work to be performed under the Contract Documents.
26. Project Representative The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28. Regular Working Hours Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29. Samples Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
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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 apart of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00)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 1.02.13 through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Defective:
1. The word "defective," when modifying the word "Work," refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City's written acceptance.
C. Furnish, Install, Perform, Provide:
1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
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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 ofBonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5—CONTRACTOR'S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
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Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods,techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor's representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication)to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source,kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
5.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and
the General Requirements)proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made by participating change orders.
5.05 Substitutes and "Or-Equals"
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or "or-equal" item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. "Or-Equal"Items: If in City's sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an "or-equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
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2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City's sole discretion an item of material or equipment proposed by Contractor does
not qualify as an "or-equal" item under Paragraph 5.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 0125 00 and:
1) shall certify that the proposed substitute item will:
i. perform adequately the functions and achieve the results called for by the general
design;
ii. be similar in substance to that specified;
iii. be suited to the same use as that specified; and
2) will state:
i. the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor's achievement of final completion on time;
ii. whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
iii. whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
i. all variations of the proposed substitute item from that specified;
ii. available engineering, sales, maintenance,repair, and replacement services; and
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4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City's sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 5.05.A.2.
C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.13. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an"or-equal." City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.13. 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:
l. 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:
l. 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 31st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the
City's determination that there is good cause to believe the Contractor or Subcontractor has
violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or
claimants as the difference between wages paid and wages due under the prevailing wage rates,
such amounts being subtracted from successive progress payments pending a final determination
of the violation.
D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act(Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the llth day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
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occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and(ii)the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City,from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design,process,product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor's responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor's obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
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other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City,from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as
the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the
written notice (by letter or electronic communication), and shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
5.12 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor
and approved by the City, one (1)record copy of all Drawings, Specifications,Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated
to show changes made during construction. These record documents together with all approved
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Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work,these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
5.13 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal,relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal,relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City's safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any,
with which City's employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
5.14 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
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5.15 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or
among employers in accordance with Laws or Regulations.
5.16 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 5.16.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier,pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 5.16.C.
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City's review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City's Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
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2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and
acceptance of a separate item as such will not indicate approval of the assembly in which the
item functions.
3. City's review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City's review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
5.17 Contractor's General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
2. normal wear and tear under normal usage.
C. Contractor's obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute.None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor's obligation to
perform the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City or Developer of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection,test, or approval by others; or
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7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.13. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
City, its officers, servants and employees, from and against any and all claims arising out of, or
alleged to arise out of, the work and services to be performed by the Contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this Contract. THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART,BY
ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED,IN WHOLE OR IN PART,BY ANY ACT, OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor's responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional's written approval when
submitted to City.
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C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance
and design criteria given and the design concept expressed in the Contract Documents. City's
review and acceptance of Submittals (except design calculations and design drawings) will be
only for the purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing City funds
B. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents,papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents,papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
5.21 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
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ARTICLE 6—OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City's employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City's employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C. If the proper execution or results of any part of Contractor's Work depends upon work
performed by others under this Article 7, Contractor shall inspect such other work and promptly
report to City in writing any delays, defects, or deficiencies in such other work that render it
unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's
failure to so report will constitute an acceptance of such other work as fit and proper for
integration with Contractor's Work except for latent defects in the work provided by others.
ARTICLE 7—CITY'S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City's Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor's failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
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7.03 Compliance with Safety Program
While at the Site, City's employees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8—CITY'S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City's Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City's representative during construction are
set forth in the Contract Documents.
A. City's Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor's executed Work. Based on
information obtained during such visits and observations, City's Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City's Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City's Project Representative's efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City's Project Representative's visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City's Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
0073 10-28
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 28 of 35
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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
0073 10-29
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 29 of 35
ARTICLE 11 —TESTS AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections,which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible,with Contractor;
2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
0073 10-30
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 30 of 35
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
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
0073 10-31
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 31 of 35
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
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
0073 10-32
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 32 of 35
stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants,
employees, and City's other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City's rights and remedies under this
Paragraph 11.09.
ARTICLE 12—COMPLETION
12.01 Contractor's Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor's
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Finallnspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
0073 10-33
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 33 of 35
1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 Final Acceptance
A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2. consent of the surety, if any,to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5. after all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13—SUSPENSION OF WORK
13.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
0073 10-34
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 34 of 35
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14—NHSCELLANEOUS
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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
0073 10-35
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS
Revised:January 10,2013
011100-1
DAP SUMMARY OF WORK
Pagel of 3
1 SECTION 01 11 00
2 SUMMARY OF WORK
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Summary of Work to be performed in accordance with the Contract Documents
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include,but are not necessarily limited to:
10 1. Division 0-Bidding Requirements,Contract Forms,and Conditions of the Contract
11 2. Division 1 -General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Work Covered by Contract Documents
19 1. Work is to include furnishing all labor,materials,and equipment, and performing
20 all Work necessary for this construction project as detailed in the Drawings and
21 Specifications.
22 B. Subsidiary Work
23 1. Any and all Work specifically governed by documentary requirements for the
24 project, such as conditions imposed by the Drawings or Contract Documents in
25 which no specific item for bid has been provided for in the Proposal and the item is
26 not a typical unit bid item included on the standard bid item list,then the item shall
27 be considered as a subsidiary item of Work,the cost of which shall be included in
28 the price bid in the Proposal for various bid items.
29 C. Use of Premises
30 1. Coordinate uses of premises under direction of the City.
31 2. Assume full responsibility for protection and safekeeping of materials and
32 equipment stored on the Site.
33 3. Use and occupy only portions of the public streets and alleys,or other public places
34 or other rights-of-way as provided for in the ordinances of the City,as shown in the
35 Contract Documents,or as may be specifically authorized in writing by the City.
36 a. A reasonable amount of tools,materials, and equipment for construction
37 purposes may be stored in such space,but no more than is necessary to avoid
38 delay in the construction operations.
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—Developer Awarded Projects CPN#104075
Revised December 20,2012
011100-2
DAP SUMMARY OF WORK
Page 2 of 3
1 b. Excavated and waste materials shall be stored in such a way as not to interfere
2 with the use of spaces that may be designated to be left free and unobstructed
3 and so as not to inconvenience occupants of adjacent property.
4 c. If the street is occupied by railroad tracks,the Work shall be carried on in such
5 manner as not to interfere with the operation of the railroad.
6 1) All Work shall be in accordance with railroad requirements set forth in
7 Division 0 as well as the railroad permit.
8 D. Work within Easements
9 1. Do not enter upon private property for any purpose without having previously
10 obtained permission from the owner of such property.
11 2. Do not store equipment or material on private property unless and until the
12 specified approval of the property owner has been secured in writing by the
13 Contractor and a copy furnished to the City.
14 3. Unless specifically provided otherwise,clear all rights-of-way or easements of
15 obstructions which must be removed to make possible proper prosecution of the
16 Work as a part of the project construction operations.
17 4. Preserve and use every precaution to prevent damage to,all trees, shrubbery,plants,
18 lawns,fences,culverts,curbing,and all other types of structures or improvements,
19 to all water, sewer,and gas lines,to all conduits,overhead pole lines,or
20 appurtenances thereof,including the construction of temporary fences and to all
21 other public or private property adjacent to the Work.
22 5. Notify the proper representatives of the owners or occupants of the public or private
23 lands of interest in lands which might be affected by the Work.
24 a. Such notice shall be made at least 48 hours in advance of the beginning of the
25 Work.
26 b. Notices shall be applicable to both public and private utility companies and any
27 corporation,company,individual,or other,either as owners or occupants,
28 whose land or interest in land might be affected by the Work.
29 c. Be responsible for all damage or injury to property of any character resulting
30 from any act,omission,neglect,or misconduct in the manner or method or
31 execution of the Work,or at any time due to defective work,material,or
32 equipment.
33 6. Fence
34 a. Restore all fences encountered and removed during construction of the Project
35 to the original or a better than original condition.
36 b. Erect temporary fencing in place of the fencing removed whenever the Work is
37 not in progress and when the site is vacated overnight,and/or at all times to
38 provide site security.
39 c. The cost for all fence work within easements,including removal,temporary
40 closures and replacement,shall be subsidiary to the various items bid in the
41 project proposal,unless a bid item is specifically provided in the proposal.
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—Developer Awarded Projects CPN#104075
Revised December 20,2012
011100-3
DAP SUMMARY OF WORK
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—Developer Awarded Projects CPN#104075
Revised December 20,2012
012500-1
DAP SUBSTITUTION PROCEDURES
Page 1 of 4
SECTION 0125 00
SUBSTITUTION PROCEDURES
PART1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. The procedure for requesting the approval of substitution of a product that is not
equivalent to a product which is specified by descriptive or performance criteria or
defined by reference to 1 or more of the following:
a. Name of manufacturer
b. Name of vendor
c. Trade name
d. Catalog number
2. Substitutions are not"or-equals".
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include,but are not necessarily limited to:
1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
2. Division 1 —General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid. No
separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Request for Substitution-General
1. Within 30 days after award of Contract(unless noted otherwise),the City will
consider formal requests from Contractor for substitution of products in place of
those specified.
2. Certain types of equipment and kinds of material are described in Specifications by
means of references to names of manufacturers and vendors,trade names,or catalog
numbers.
a. When this method of specifying is used,it is not intended to exclude from
consideration other products bearing other manufacturer's or vendor's names,
trade names,or catalog numbers,provided said products are "or-equals," as
determined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions
under the following conditions:
a. Or-equals are unavailable due to strike,discontinued production of products
meeting specified requirements,or other factors beyond control of Contractor;
or,
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised August 30,2013
012500-2
DAP SUBSTITUTION PROCEDURES
Page 2 of 4
b. Contractor proposes a cost and/or time reduction incentive to the City.
1.5 SUBMITTALS
A. See Request for Substitution Form(attached)
B. Procedure for Requesting Substitution
I. Substitution shall be considered only:
a. After award of Contract
b. Under the conditions stated herein
2. Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compliance of proposed substitution with
Contract Documents
2) Data relating to changes in construction schedule,when a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identification
a) Manufacturer's name
b) Telephone number and representative contact name
c) Specification Section or Drawing reference of originally specified
product,including discrete name or tag number assigned to original
product in the Contract Documents
2) Manufacturer's literature clearly marked to show compliance of proposed
product with Contract Documents
3) Itemized comparison of original and proposed product addressing product
characteristics including,but not necessarily limited to:
a) Size
b) Composition or materials of construction
c) Weight
d) Electrical or mechanical requirements
4) Product experience
a) Location of past projects utilizing product
b) Name and telephone number of persons associated with referenced
projects knowledgeable concerning proposed product
c) Available field data and reports associated with proposed product
5) Samples
a) Provide at request of City.
b) Samples become the property of the City.
c. For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C. Approval or Rejection
1. Written approval or rejection of substitution given by the City
2. City reserves the right to require proposed product to comply with color and pattern
of specified product if necessary to secure design intent.
3. In the event the substitution is approved,if a reduction in cost or time results,it will
be documented by Change Order.
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised August 30,2013
012500-3
DAP SUBSTITUTION PROCEDURES
Page 3 of 4
4. Substitution will be rejected if:
a. Submittal is not through the Contractor with his stamp of approval
b. Request is not made in accordance with this Specification Section
c. In the Developer's opinion,acceptance will require substantial revision of the
original design
d. In the City's or Developer's opinion, substitution will not perform adequately
the function consistent with the design intent
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. In making request for substitution or in using an approved product,the Contractor
represents that the Contractor:
1. Has investigated proposed product,and has determined that it is adequate or
superior in all respects to that specified,and that it will perform function for which it
is intended
2. Will provide same guarantee for substitute item as for product specified
3. Will coordinate installation of accepted substitution into Work,to include building
modifications if necessary,making such changes as may be required for Work to be
complete in all respects
4. Waives all claims for additional costs related to substitution which subsequently
arise
1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised August 30,2013
012500-4
DAP SUBSTITUTION PROCEDURES
Page 4 of 4
EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
TO:
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason for Substitution:
Include complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A. Will the undersigned contractor pay for changes to the building design, including engineering
and detailing costs caused by the requested substitution?
B. What effect does substitution have on other trades?
C. Differences between proposed substitution and specified item?
D. Differences in product cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specified items are:
Equal Better(explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to the
specified item.
Submitted By: For Use by City
Signature Recommended Recommended
as noted
Firm Not recommended _Received late
Address By
Date
Date Remarks
Telephone
For Use by City:
Approved Rejected
City Date
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised August 30,2013
013119-1
DAP PRECONSTRUCTION MEETING
Pagel of 3
SECTION 01 31 19
PRECONSTRUCTION MEETING
PART1 - GENERAL
1.1 SUMMARY
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 Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS
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
in. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City's representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
cc. Record Drawings
ff. Temporary construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised August 30,2013
01 31 19-3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised August 30,2013
013233-1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
SECTION 0132 33
PRECONSTRUCTION VIDEO
PART1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort Worth Standard Specification
1. Though not mandatory,it is highly recommended on infill developer projects.
C. Related Specification Sections include,but are not necessarily limited to:
1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
2. Division 1 —General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Preconstruction Video
I. Produce a preconstruction video of the site/alignment,including all areas in the
vicinity of and to be affected by construction.
a. Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised August 30,2013
01 32 33-2
DAP PRECONSTRUCTION VIDEO
Page 2 of 2
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised August 30,2013
013300-1
DAP SUBMITTALS
Pagel of 8
SECTION 0133 00
DAP SUBMITTALS
PART1 - GENERAL
1.1 SUMMARY
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
I) 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 Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised August 30,2013
01 33 00-2
DAP SUBMITTALS
Page 2 of 8
d. Make submittals promptly in accordance with approved schedule,and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B. Submittal Numbering
I. When submitting shop drawings or samples,utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c. Last use a letter,A-Z,indicating the resubmission of the same drawing(i.e.
A=2nd submission,B=3rd submission,C=4th submission,etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission(second resubmission)of that particular shop
drawing
C. Contractor Certification
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 %2 inches x 11 inches to 8 %2 inches x 1 linches.
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 Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised August 30,2013
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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 Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised August 30,2013
01 33 00-4
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
L 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 Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
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 fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings,data or samples as submitted describe variations and show a
departure from the Contract requirements which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance,the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or
comments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised August 30,2013
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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 Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised August 30,2013
013300-8
DAP SUBMITTALS
Page 8 of 8
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D.Johnson 1.4.K.8.Working Days modified to Calendar Days
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised August 30,2013
013513-1
DAP SPECIAL PROJECT PROCEDURES
Page 1 of 7
1 SECTION 0135 13
2 SPECIAL PROJECT PROCEDURES
3
4 PART 1 - GENERAL
5 1.1 SUMMARY
6 A. Section Includes:
7 1. The procedures for special project circumstances that includes,but is not limited to:
8 a. Coordination with the Texas Department of Transportation
9 b. Work near High Voltage Lines
10 c. Confined Space Entry Program
11 d. Air Pollution Watch Days
12 e. Use of Explosives,Drop Weight, Etc.
13 f. Water Department Notification
14 g. Public Notification Prior to Beginning Construction
15 h. Coordination with United States Army Corps of Engineers
16 i. Coordination within Railroad permits areas
17 j. Dust Control
18 k. Employee Parking
19 1. (Coordination with North Central Texas Council of Governments Clean
20 Construction Specification[remove if not required])
21 B. Deviations from this City of Fort Worth Standard Specification
22 1. None.
23 C. Related Specification Sections include,but are not necessarily limited to:
24 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
25 2. Division 1 —General Requirements
26 3. Section 33 12 25—Connection to Existing Water Mains
27
28 1.2 REFERENCES
29 A. Reference Standards
30 1. Reference standards cited in this Specification refer to the current reference
31 standard published at the time of the latest revision date logged at the end of this
32 Specification,unless a date is specifically cited.
33 2. Health and Safety Code,Title 9. Safety, Subtitle A. Public Safety,Chapter 752.
34 High Voltage Overhead Lines.
35 3. North Central Texas Council of Governments(NCTCOG)—Clean Construction
36 Specification
37 1.3 ADMINISTRATIVE REQUIREMENTS
38 A. Coordination with the Texas Department of Transportation
39 1. When work in the right-of-way which is under the jurisdiction of the Texas
40 Department of Transportation(TxDOT):
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
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 performed in
4 compliance with and subject to approval from the Texas Department 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 Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised August,30,2013
0135 13-3
DAP SPECIAL PROJECT PROCEDURES
Page 3 of 7
1 1. During the construction of this project,it will be necessary to deactivate,for a
2 period of time,existing lines. The Contractor shall be required to coordinate with
3 the Water Department to determine the best times for deactivating and activating
4 those lines.
5 2. Coordinate any event that will require connecting to or the operation of an existing
6 City water line system with the City's representative.
7 a. Coordination shall be in accordance with Section 33 12 25.
8 b. If needed,obtain a hydrant water meter from the Water Department for use
9 during the life of named project.
10 c. In the event that a water valve on an existing live system be turned off and on
11 to accommodate the construction of the project is required,coordinate this
12 activity through the appropriate City representative.
13 1) Do not operate water line valves of existing water system.
14 a) Failure to comply will render the Contractor in violation of Texas Penal
15 Code Title 7,Chapter 28.03 (Criminal Mischief)and the Contractor
16 will be prosecuted to the full extent of the law.
17 b) In addition,the Contractor will assume all liabilities and
18 responsibilities as a result of these actions.
19 F. Public Notification Prior to Beginning Construction
20 1. Prior to beginning construction on any block in the project, on a block by block
21 basis,prepare and deliver a notice or flyer of the pending construction to the front
22 door of each residence or business that will be impacted by construction. The notice
23 shall be prepared as follows:
24 a. Post notice or flyer 7 days prior to beginning any construction activity on each
25 block in the project area.
26 1) Prepare flyer on the Contractor's letterhead and include the following
27 information:
28 a) Name of Project
29 b) City Project No (CPN)
30 c) Scope of Project(i.e.type of construction activity)
31 d) Actual construction duration within the block
32 e) Name of the contractor's foreman and phone number
33 f) Name of the City's inspector and phone number
34 g) City's after-hours phone number
35 2) A sample of the `pre-construction notification' flyer is attached as Exhibit
36 A.
37 3) Submit schedule showing the construction start and finish time for each
38 block of the project to the inspector.
39 4) Deliver flyer to the City Inspector for review prior to distribution.
40 b. No construction will be allowed to begin on any block until the flyer is
41 delivered to all residents of the block.
42 G. Public Notification of Temporary Water Service Interruption during Construction
43 1. In the event it becomes necessary to temporarily shut down water service to
44 residents or businesses during construction,prepare and deliver a notice or flyer of
45 the pending interruption to the front door of each affected resident.
46 2. Prepared notice as follows:
47 a. The notification or flyer shall be posted 24 hours prior to the temporary
48 interruption.
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised August,30,2013
013513-4
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 L Coordination within Railroad Permit Areas
22 1. At locations in the project where construction activities occur in areas where
23 railroad permits are required,meet all requirements set forth in each designated
24 railroad permit. This includes,but is not limited to,provisions for:
25 a. Flagmen
26 b. Inspectors
27 c. Safety training
28 d. Additional insurance
29 e. Insurance certificates
30 f. Other employees required to protect the right-of-way and property of the
31 Railroad Company from damage arising out of and/or from the construction of
32 the project. Proper utility clearance procedures shall be used in accordance
33 with the permit guidelines.
34 2. Obtain any supplemental information needed to comply with the railroad's
35 requirements.
36 J. Dust Control
37 1. Use acceptable measures to control dust at the Site.
38 a. If water is used to control dust,capture and properly dispose of waste water.
39 b. If wet saw cutting is performed,capture and properly dispose of slurry.
40 K. Employee Parking
41 1. Provide parking for employees at locations approved by the City.
42 L. {Coordination with North Central Texas Council of Governments(NCTCOG)Clean
43 Construction Specification [if required for the project]
44 1. Comply with equipment,operational,reporting and enforcement requirements set
45 forth in NCTCOG's Clean Construction Specification.}
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised August,30,2013
0135 13-5
DAP SPECIAL PROJECT PROCEDURES
Page 5 of 7
1 1.4 SUBMITTALS [NOT USED]
2 1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
3 1.6 CLOSEOUT SUBMITTALS [NOT USED]
4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.8 QUALITY ASSURANCE [NOT USED]
6 1.9 DELIVERY,STORAGE,AND HANDLING [NOT USED]
7 1.10 FIELD [SITE] CONDITIONS [NOT USED]
8 1.11 WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
1.3.13—Added requirement of compliance with Health and Safety Code,Title 9.
8/31/2012 D.Johnson Safety,Subtitle A.Public Safety,Chapter 752.High Voltage Overhead Lines.
13
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised August,30,2013
0135 13-6
DAP SPECIAL PROJECT PROCEDURES
Page 6 of 7
1 EXHIBIT A
2 (To be printed on Contractor's Letterhead)
3
4
5
6 Date:
7
8 CPN No.:
9 Project Name:
10 Mapsco Location:
11 Limits of Construction:
12
13
14
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 MC. <CITY INSPECTOR> AT < TELEPHONE NO.>
33
34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
35
36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
37
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised August,30,2013
0135 13-7
DAP SPECIAL PROJECT PROCEDURES
Page 7 of 7
1 EXHIBIT B
2
FORT WORTH
Date:
DOE NO.10=
Proje"darner:
NOTICE OF TEMPORARY WATER SERVICE
INTERRUPTION
DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR
WATER SERVICE WILL BE INTERRUPTED ON
BETWEEN THE HOURS OF AND
IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL:
MR. AT
(CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER)
OR
MR. AT
(CITY INSPECTOR) (TELEPHONE NUMBER)
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU,
,CONTRACTOR
4
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised August,30,2013
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 1 of 2
SECTION 0145 23
TESTING AND INSPECTION SERVICES
PART1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include,but are not necessarily limited to:
1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
2. Division 1 —General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
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 Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised March 20,2020
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution(if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City's Project Representative
4. Provide City's Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
03/20/2020 D.V.Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City's document management system.
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised March 20,2020
01 50 00-1
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
SECTION 0150 00
TEMPORARY FACILITIES AND CONTROLS
PART1 - GENERAL
1.1 SUMMARY
A. Section Includes:
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 Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised JULY 1,2011
01 50 00-2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City's
established rates.
3. Electricity and Lighting
a. Provide and pay for electric powered service as required for Work,including
testing of Work.
1) Provide power for lighting,operation of equipment,or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4. Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated,watertight,weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting,and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D. Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
E. Dust Control
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised JULY 1,2011
01 50 00-3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on-call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE-INSTALLATION
3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
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 Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised JULY 1,2011
01 55 26-1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Pagel of 3
SECTION 0155 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
PART1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative procedures for:
a. Street Use Permit
b. Modification of approved traffic control
c. Removal of Street Signs
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include,but are not necessarily limited to:
1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
2. Division 1 —General Requirements
3. Section 34 71 13 —Traffic Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES
A. Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification,unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices(TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A. Traffic Control
1. General
a. When traffic control plans are included in the Drawings,provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings,prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B. Street Use Permit
1. Prior to installation of Traffic Control,a City Street Use Permit is required.
a. To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Works Department.
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised July 1,2011
01 55 26-2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1) Allow a minimum of 5 working days for permit review.
2) Contractor's responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C. Modification to Approved Traffic Control
1. Prior to installation traffic control:
a. Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor's responsibility to coordinate review of Traffic Control
plans for Street Use Permit,such that construction is not delayed.
D. Removal of Street Sign
1. If it is determined that a street sign must be removed for construction,then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E. Temporary Signage
1. In the case of regulatory signs,replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices(MUTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete,to the extent that the permanent sign can be
reinstalled,contact the City Transportation and Public Works Department, Signs
and Markings Division,to reinstall the permanent sign.
F. Traffic Control Standards
1. Traffic Control Standards can be found on the City's Buzzsaw website.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised July 1,2011
01 55 26-3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised July 1,2011
015713-1
DAP STORM WATER POLLUTION PREVENTION
Pagel of 3
SECTION 01 5713
STORM WATER POLLUTION PREVENTION
PART1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Procedures for Storm Water Pollution Prevention Plans
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include,but are not necessarily limited to:
1. Division 0— Bidding Requirements,Contract Forms and Conditions of the
Contract
2. Division 1 —General Requirements
3. Section 3125 00—Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a. Work associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Construction Activities resulting in greater than I acre of disturbance
a. Measurement and Payment shall be in accordance with Section 3125 00.
1.3 REFERENCES
A. Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: NOT
3. Storm Water Pollution Prevention Plan: SWPPP
4. Texas Commission on Environmental Quality: TCEQ
5. Notice of Change: NOC
A. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification,unless a date is specifically cited.
2. Integrated Storm Management(iSWM)Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A. General
1. Contractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised July 1,2011
015713-2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
B. Construction Activities resulting in:
1. Less than 1 acre of disturbance
a. Provide erosion and sediment control in accordance with Section 3125 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a. Texas Pollutant Discharge Elimination System(TPDES)General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Required under general permit
TXR150000
a) Sign and post at job site
b) Prior to Preconstruction Meeting, send 1 copy to City Department of
Transportation and Public Works,Environmental Division,(817) 392-
6088.
2) Provide erosion and sediment control in accordance with:
a) Section 3125 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
3. 5 acres or more of Disturbance
a. Texas Pollutant Discharge Elimination System(TPDES)General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a) Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division,(817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a) Section 3125 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
4) Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a) Send copy to City Department of Transportation and Public Works,
Environmental Division,(817) 392-6088.
1.5 SUBMITTALS
A. SWPPP
1. Submit in accordance with Section 0133 00,except as stated herein.
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a) City Project Manager will forward to the City Department of
Transportation and Public Works,Environmental Division for review
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised July 1,2011
0157 13-3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
B. Modified SWPPP
1. If the SWPPP is revised during construction,resubmit modified SWPPP to the City
in accordance with Section 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 Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised July 1,2011
01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
SECTION 0160 00
PRODUCT REQUIREMENTS
PART1 - GENERAL
1.1 SUMMARY
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:
https:Happs.fortworthtexas.2ov/ProiectResources/and following the directory
path: 02 -Construction Documents\Standard Products List
A. Only products specifically included on City's Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
B. Any specific product requirements in the Contract Documents supersede similar
products included on the City's Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City's Standard Product List.
C. Although a specific product is included on City's Standard Product List,not all
products from that manufacturer are approved for use,including but not limited to,that
manufacturer's standard product.
D. See Section 01 33 00 for submittal requirements of Product Data included on City's
Standard Product List.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
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 1 D.V.Magana Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City's website.
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised March 20,2020
016600-1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
SECTION 0166 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Scheduling of product delivery
2. Packaging of products for delivery
3. Protection of products against damage from:
a. Handling
b. Exposure to elements or harsh environments
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include,but are not necessarily limited to:
1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
2. Division 1 —General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY AND HANDLING
A. Delivery Requirements
1. Schedule delivery of products or equipment as required to allow timely installation
and to avoid prolonged storage.
2. Provide appropriate personnel and equipment to receive deliveries.
3. Delivery trucks will not be permitted to wait extended periods of time on the Site
for personnel or equipment to receive the delivery.
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised April 7,2014
016600-2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
4. Deliver products or equipment in manufacturer's original unbroken cartons or other
containers designed and constructed to protect the contents from physical or
environmental damage.
5. Clearly and fully mark and identify as to manufacturer,item and installation
location.
6. Provide manufacturer's instructions for storage and handling.
B. Handling Requirements
1. Handle products or equipment in accordance with these Contract Documents and
manufacturer's recommendations and instructions.
C. Storage Requirements
1. Store materials in accordance with manufacturer's recommendations and
requirements of these Specifications.
2. Make necessary provisions for safe storage of materials and equipment.
a. Place loose soil materials and materials to be incorporated into Work to prevent
damage to any part of Work or existing facilities and to maintain free access at
all times to all parts of Work and to utility service company installations in
vicinity of Work.
3. Keep materials and equipment neatly and compactly stored in locations that will
cause minimum inconvenience to other contractors,public travel,adjoining owners,
tenants and occupants.
a. Arrange storage to provide easy access for inspection.
4. Restrict storage to areas available on construction site for storage of material and
equipment as shown on Drawings,or approved by City's Project Representative.
5. Provide off-site storage and protection when on-site storage is not adequate.
a. Provide addresses of and access to off-site storage locations for inspection by
City's Project Representative.
6. Do not use lawns,grass plots or other private property for storage purposes without
written permission of owner or other person in possession or control of premises.
7. Store in manufacturers' unopened containers.
8. Neatly, safely and compactly stack materials delivered and stored along line of
Work to avoid inconvenience and damage to property owners and general public
and maintain at least 3 feet from fire hydrant.
9. Keep public and private driveways and street crossings open.
10. Repair or replace damaged lawns,sidewalks, streets or other improvements to
satisfaction of City's Project Representative.
a. Total length which materials may be distributed along route of construction at
one time is 1,000 linear feet,unless otherwise approved in writing by City's
Project Representative.
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised April 7,2014
016600-3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR/RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oR] SITE QUALITY CONTROL
A. Tests and Inspections
1. Inspect all products or equipment delivered to the site prior to unloading.
B. Non-Conforming Work
1. Reject all products or equipment that are damaged,used or in any other way
unsatisfactory for use on the project.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION
A. Protect all products or equipment in accordance with manufacturer's written directions.
B. Store products or equipment in location to avoid physical damage to items while in
storage.
C. Protect equipment from exposure to elements and keep thoroughly dry if required by
the manufacturer.
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised April 7,2014
016600-4
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 Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised April 7,2014
017000-1
DAP MOBILIZATION AND REMOBILIZATION
Page 1 of 4
SECTION 0170 00
MOBILIZATION AND REMOBILIZATION
PARTI - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Mobilization and Demobilization
a. Mobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor's operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor's personnel, equipment,and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor's operation
from 1 location to another location on the Site.
b. Demobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
2. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization
a) Transportation of Contractor's personnel,equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization
a) Transportation of Contractor's personnel,equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH Maggnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised April 7,2014
017000-2
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 Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
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 I.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 Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised April 7,2014
017000-4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 NLDomenech Revised for DAP application
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised April 7,2014
017123-1
CONSTRUCTION STAKING AND SURVEY
Page 1 of 7
1 SECTION 017123
2 CONSTRUCTION STAKING AND SURVEY
3 PART 1 - GENERAL
4 1.1 SUMMARY
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 Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised February 14,2018
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 0133 00.
25 B. All submittals shall be received and reviewed by the City prior to delivery of work.
26 1.6 ACTION SUBMITTALSANFORMATIONAL 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 Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised February 14,2018
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 Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised February 14,2018
017123-4
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 Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised February 14,2018
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 PART 2- 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 Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised February 14,2018
017123-6
CONSTRUCTION STAKING AND SURVEY
Page 6 of 7
1 b. Horizontal alignment on a structure shall be within .0.Ift 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 Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised February 14,2018
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 parry 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
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D.Johnson
Added instruction and modified measurement&payment under 1.2;added
8/31/2017 M.Owen definitions and references under 1.3;modified 1.6;added 1.7 closeout submittal
requirements;modified 1.9 Quality Assurance;added PART 2—PRODUCTS;
Added 3.1 Installers;added 3.5 Repair/Restoration;and added 3.8 System Startup.
Removed"blue text";revised measurement and payment sections for Construction
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
22
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised February 14,2018
017423-1
DAP CLEANING
Page 1 of 4
SECTION 0174 23
CLEANING
PART1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning of closed
systems specified elsewhere
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include,but are not necessarily limited to:
1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
2. Division 1 —General Requirements
3. Section 32 92 13 —Hydro-Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Scheduling
1. Schedule cleaning operations so that dust and other contaminants disturbed by
cleaning process will not fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE,AND HANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised April 7,2014
01 74 23-2
DAP CLEANING
Page 2 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART2 - PRODUCTS
2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A. Cleaning Agents
1. Compatible with surface being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a. Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION [NOT USED]
3.5 REPAIR/RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A. General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits,oil or paint thinner in
storm or sanitary drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manner approved by City and regulatory agencies.
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised April 7,2014
01 74 23-3
DAP CLEANING
Page 3 of 4
6. Handle materials in a controlled manner with as few handlings as possible.
7. Thoroughly clean, sweep,wash and polish all Work and equipment associated with
this project.
8. Remove all signs of temporary construction and activities incidental to construction
of required permanent Work.
9. If project is not cleaned to the satisfaction of the City,the City reserves the right to
have the cleaning completed at the expense of the Contractor.
10. Do not burn on-site.
B. Intermediate Cleaning during Construction
1. Keep Work areas clean so as not to hinder health, safety or convenience of
personnel in existing facility operations.
2. At maximum weekly intervals,dispose of waste materials,debris and rubbish.
3. Confine construction debris daily in strategically located container(s):
a. Cover to prevent blowing by wind
b. Store debris away from construction or operational activities
c. Haul from site at a minimum of once per week
4. Vacuum clean interior areas when ready to receive finish painting.
a. Continue vacuum cleaning on an as-needed basis,until Final Acceptance.
5. Prior to storm events,thoroughly clean site of all loose or unsecured items,which
may become airborne or transported by flowing water during the storm.
C. Exterior(Site or Right of Way)Final Cleaning
1. Remove trash and debris containers from site.
a. Re-seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocks,pieces of asphalt,concrete or any other object
that may hinder or disrupt the flow of traffic along the roadway.
3. Clean any interior areas including,but not limited to,vaults,manholes, structures,
junction boxes and inlets.
4. If no longer required for maintenance of erosion facilities,and upon approval by
City,remove erosion control from site.
5. Clean signs,lights,signals,etc.
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised April 7,2014
01 74 23-4
DAP CLEANING
Page 4 of 4
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised April 7,2014
017719-1
DAP CLOSEOUT REQUIREMENTS
Pagel of 3
SECTION 01 7719
CLOSEOUT REQUIREMENTS
PART1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. The procedure for closing out a contract
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include,but are not necessarily limited to:
1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
2. Division 1 —General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Guarantees,Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees,bonds,
certificates,licenses and affidavits required for Work or equipment as specified are
satisfactorily filed with the City.
B. Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised April 7,2014
017719-2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 CLOSEOUT PROCEDURE
A. Prior to requesting Final Inspection, submit:
1. Project Record Documents in accordance with Section 01 78 39
2. Operation and Maintenance Data,if required,in accordance with Section 0178 23
B. Prior to requesting Final Inspection,perform final cleaning in accordance with Section
01 7423.
C. Final Inspection
1. After final cleaning,provide notice to the City Project Representative that the Work
is completed.
a. The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection,the City will notify the Contractor,in
writing within 10 business days,of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice from the City,immediately undertake the Work
required to remedy deficiencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Work associated with the items listed in the City's written
notice,inform the City,that the required Work has been completed. Upon receipt
of this notice,the City,in the presence of the Contractor,will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include,but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c. Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
£ Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
D. Notice of Project Completion
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised April 7,2014
017719-3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory,the City will issue a Notice of Project Completion(Green Sheet).
E. Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report(if required)
f. Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation,in accordance with General Conditions,City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR/RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4nl2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised April 7,2014
01 78 23-1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
SECTION 0178 23
OPERATION AND MAINTENANCE DATA
PART1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Product data and related information appropriate for City's maintenance and
operation of products furnished under Contract
2. Such products may include,but are not limited to:
a. Traffic Controllers
b. Irrigation Controllers(to be operated by the City)
c. Butterfly Valves
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include,but are not necessarily limited to:
1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
2. Division 1 —General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Schedule
1. Submit manuals in final form to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be
approved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A. Submittal Form
1. Prepare data in form of an instructional manual for use by City personnel.
2. Format
a. Size: 8 %2 inches x 11 inches
b. Paper
1) 40 pound minimum,white,for typed pages
2) Holes reinforced with plastic,cloth or metal
c. Text: Manufacturer's printed data, or neatly typewritten
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised April 7,2014
01 78 23-2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
d. Drawings
1) Provide reinforced punched binder tab,bind in with text
2) Reduce larger drawings and fold to size of text pages.
e. Provide fly-leaf for each separate product,or each piece of operating
equipment.
1) Provide typed description of product,and major component parts of
equipment.
2) Provide indexed tabs.
f. Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2) List:
a) Title of Project
b) Identity of separate structure as applicable
c) Identity of general subject matter covered in the manual
3. Binders
a. Commercial quality 3-ring binders with durable and cleanable plastic covers
b. When multiple binders are used,correlate the data into related consistent
groupings.
4. If available,provide an electronic form of the O&M Manual.
B. Manual Content
1. Neatly typewritten table of contents for each volume,arranged in systematic order
a. Contractor,name of responsible principal,address and telephone number
b. A list of each product required to be included,indexed to content of the volume
c. List,with each product:
1) The name, address and telephone number of the subcontractor or installer
2) A list of each product required to be included,indexed to content of the
volume
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Identify each product by product name and other identifying symbols as set
forth in Contract Documents.
2. Product Data
a. Include only those sheets which are pertinent to the specific product.
b. Annotate each sheet to:
1) Clearly identify specific product or part installed
2) Clearly identify data applicable to installation
3) Delete references to inapplicable information
3. Drawings
a. Supplement product data with drawings as necessary to clearly illustrate:
1) Relations of component parts of equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with information in Project Record Documents to assure
correct illustration of completed installation.
c. Do not use Project Record Drawings as maintenance drawings.
4. Written text,as required to supplement product data for the particular installation:
a. Organize in consistent format under separate headings for different procedures.
b. Provide logical sequence of instructions of each procedure.
CITY OF FORT WORTH Maggnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised April 7,2014
01 78 23-3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
5. Copy of each warranty,bond and service contract issued
a. Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
1. Submit 5 copies of complete manual in final form.
2. Content,for architectural products, applied materials and finishes:
a. Manufacturer's data,giving full information on products
1) Catalog number, size,composition
2) Color and texture designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for types of cleaning agents and methods
2) Cautions against cleaning agents and methods which are detrimental to
product
3) Recommended schedule for cleaning and maintenance
3. Content,for moisture protection and weather exposure products:
a. Manufacturer's data,giving full information on products
1) Applicable standards
2) Chemical composition
3) Details of installation
b. Instructions for inspection,maintenance and repair
D. Manual for Equipment and Systems
1. Submit 5 copies of complete manual in final form.
2. Content,for each unit of equipment and system,as appropriate:
a. Description of unit and component parts
1) Function,normal operating characteristics and limiting conditions
2) Performance curves,engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Start-up,break-in,routine and normal operating instructions
2) Regulation,control, stopping, shut-down and emergency instructions
3) Summer and winter operating instructions
4) Special operating instructions
c. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly,repair and reassembly
4) Alignment,adjusting and checking
d. Servicing and lubrication schedule
1) List of lubricants required
e. Manufacturer's printed operating and maintenance instructions
f. Description of sequence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recommended to be stocked as spare parts
g. As installed control diagrams by controls manufacturer
h. Each contractor's coordination drawings
1) As installed color coded piping diagrams
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised April 7,2014
01 78 23-4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
i. Charts of valve tag numbers,with location and function of each valve
j. List of original manufacturer's spare parts,manufacturer's current prices,and
recommended quantities to be maintained in storage
k. Other data as required under pertinent Sections of Specifications
3. Content,for each electric and electronic system,as appropriate:
a. Description of system and component parts
1) Function,normal operating characteristics,and limiting conditions
2) Performance curves,engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Circuit directories of panelboards
1) Electrical service
2) Controls
3) Communications
c. As installed color coded wiring diagrams
d. Operating procedures
1) Routine and normal operating instructions
2) Sequences required
3) Special operating instructions
e. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly,repair and reassembly
4) Adjustment and checking
£ Manufacturer's printed operating and maintenance instructions
g. List of original manufacturer's spare parts,manufacturer's current prices,and
recommended quantities to be maintained in storage
h. Other data as required under pertinent Sections of Specifications
4. Prepare and include additional data when the need for such data becomes apparent
during instruction of City's personnel.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Provide operation and maintenance data by personnel with the following criteria:
1. Trained and experienced in maintenance and operation of described products
2. Skilled as technical writer to the extent required to communicate essential data
3. Skilled as draftsman competent to prepare required drawings
CITY OF FORT WORTH Maggnnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised April 7,2014
01 78 23-5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D.Johnson 1.5.A.1—title of section removed
4/7/2014 M.Domenech Revised for DAP Application
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised April 7,2014
017839-1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
SECTION 0178 39
PROJECT RECORD DOCUMENTS
PARTI - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Work associated with the documenting the project and recording changes to project
documents,including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include,but are not necessarily limited to:
1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
2. Division 1 —General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Prior to submitting a request for Final Inspection,deliver Project Record Documents to
City's Project Representative.
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Accuracy of Records
1. Thoroughly coordinate changes within the Record Documents,making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other Documents where such entry is required to show the change properly.
2. Accuracy of records shall be such that future search for items shown in the Contract
Documents may rely reasonably on information obtained from the approved Project
Record Documents.
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised April 7,2014
017839-2
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
I. 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. hi such case,provide replacements to the standards originally required by the
Contract Documents.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART2 - PRODUCTS
2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED]
2.2 RECORD DOCUMENTS
A. Job set
1. Promptly following receipt of the Notice to Proceed,secure from the City,at no
charge to the Contractor, 1 complete set of all Documents comprising the Contract.
B. Final Record Documents
1. At a time nearing the completion of the Work and prior to Final Inspection,provide
the City 1 complete set of all Final Record Drawings in the Contract.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANCE DOCUMENTS
A. Maintenance of Job Set
1. Immediately upon receipt of the job set,identify each of the Documents with the
title, "RECORD DOCUMENTS -JOB SET".
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
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 Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised April 7,2014
017839-4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
d. Make changes neatly,consistently and with the proper media to assure
longevity and clear reproduction.
2. Transfer of data to other Documents
a. If the Documents,other than Drawings,have been kept clean during progress of
the Work,and if entries thereon have been orderly to the approval of the City,
the job set of those Documents,other than Drawings,will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handling,and carefully transfer the change data to the new copy to the approval
of the City.
3.5 REPAIR/RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS CPN#104075
Revised April 7,2014
APPENDIX
R)?G 0
OVER 20 YEARS OF SERVICE
/FARG0R por of
Geotechnical Exploration
2324 Fabens Rd Phone: 214-352-4100 Pr poS d:
Dallas,Texas Fax: 214-352-4811
Mu Man My Resid ntial Develop ent
`Tri ity Buffs Highl'ne'
Go inah Street
For Worth, Texas
Pr par d fo :
www.fargotexas.com URBAN ENE IS
HowstortTeXl 3S
TBPE Firm Registration No.
F-7270 FA GOJ Rep xt o. G 0-3 545
Ju e 2 20
Geotechnical r Materials
Environmental ■ Engineering Fargo Consultants, Inc.
FRG O 2324 Fabens Rd.■Dallas,Texas 75229
Tel. 214-352-4100■Fax. 214-352-4811
June 22, 2020
Urban Genesis
306 Avondale St., Suite#200
Houston, Texas 77006
Attention: Mr. Sameer Walvekar
Re: Geotechnical Exploration
Proposed Multifamily Development
`Trinity Bluffs Highline'
Gounah Street and Samuels Avenue
Fort Worth, Texas
FARGO Report No. G20-3545
Presented herein is the report of a geotechnical exploration performed at the location
referenced above in general accordance with our proposal No. PG20-3545, dated
May 28, 2020.
This report provides geotechnical recommendations for the proposed project. This report
also presents subsurface conditions encountered in the borings advanced at the time of
field exploration and data obtained in the field and laboratory.
We appreciate the opportunity to provide our geotechnical services. We would also
appreciate the opportunity to be considered for providing the materials testing and
observation services during the construction phase of this project.
If you have any questions, or if we may be of further service, please contact our office at
214-352-4100. OF
...,gyp...••...........-�y it
Sincerely, * •s*�tl
r....................................
AM
FARGO CONSULTANTS M�H MED MUNIM•
INC. MU
Texas Registration#F-7270 rtr"op: 99314
OF
"214-352-4100
June 22, 2020
;« 1 Moe A. Munim, MSCE, P.E.
R BARMANSenior Geotechnical Engineer
.•••.•.••..•......•. O 214-302-2000 M 214-251-5353
utrahntanlir7dallAsFar ��30 •,��. i�tmwunuu:��iilsslargc�.r:um
11�r1\V���!4
Copies submitted:Addressee—pdf copy via e-mail
Geolechnical Engineering■Construction Materials Testing Environmental Services
www.fargotexas.com
0
FARGO Report No. G20-3545 # I� �
7
C❑❑Ce❑Cs
INTRODUCTION...............................................................................................................1
Purposeand Scope.......................................................................................................1
Site and Project General Information.............................................................................1
GENERAL SUBSURFACE CONDITIONS.........................................................................2
Groundwater..................................................................................................................3
Seismic Considerations.................................................................................................3
ANALYSES AND RECOMMENDATIONS .........................................................................3
ExistingFill ....................................................................................................................3
Potential Soil Vertical Movement...................................................................................3
Design Recommendations.............................................................................................4
Straight-Shaft Pier Foundation.......................................................................................5
Floor System, Pier Foundation —At-grade Apartments/Leasing Office ..........................7
SubgradeModification...................................................................................................8
Vapor Retarder Beneath Ground-Supported Slabs......................................................10
OtherConsiderations...................................................................................................11
Ground-Supported First-Level Parking Slab ................................................................12
UTILITIES .......................................................................................................................13
ProposedPool.............................................................................................................13
EARTHWORK.................................................................................................................14
PAVEMENT ....................................................................................................................16
LANDSCAPING AND DRAINAGE CONSIDERATIONS..................................................19
CONSTRUCTION OBSERVATION AND TESTING FREQUENCY .................................19
REPORTCLOSURE.......................................................................................................19
ILL❑STRATI❑❑S
Site Vicinity Map (Plate A)
Location Plan (Plate A-1)
Log of Borings (Plates 1 through 7)
Terms and Symbols Used on Boring Logs (Plate B)
A❑❑E❑DIX
❑field Exd❑r❑J❑❑ CCU]❑
L m❑r❑ur❑Tes J❑❑ CC CD❑
Geotechnical Engineering■Construction Materials Testing■Environmental Services
www.fargotexas.com
0
FARGO Report No. G20-3545 # I� �
7
1❑TR❑D❑CTI❑❑
❑ur❑❑se ❑❑d Sc❑❑e
The primary purpose of this study was to provide geotechnical information and
recommendations related to:
• Earthwork
• Foundation design and construction
• Pavement sections and subgrade preparation
General subsurface conditions within the study area were explored by drilling and sampling
a total of 7 borings to the depths shown on the Log of Borings included in the report
Illustrations.
Data obtained during this study and interpretation of data have been used as the basis for
the provided recommendations and are specific to the building pads at the specific locations
noted in this report. Use of these data, information, and recommendations for other
purposes, other structures (existing or to be constructed), or evaluations of other locations,
will be at the risk and responsibility of the user.
We are available, at any time, to discuss the recommendations, information, and concepts
provided in this report with owner's design and construction team.
SiCi� ❑❑d ❑r❑mac❑❑e❑erd I❑ter❑ ❑ DE
General site conditions noted at the time of this study are presented below:
Su❑Cec❑Si Ce
❑e❑erd I❑cm❑❑ Located at northeast corner of the intersection of Gounah Street and
Samuels Avenue in Fort Worth, Texas.
Google Earth aerial photographs show indications that the site
❑ri❑r deJal❑❑❑e❑t, previously may have been developed with buildings. The referenced
structures were not present at the time of this study.
Covered with light vegetation.
❑r❑u❑d sur❑lbe c❑❑did❑❑s Scattered trees were noted in the northern and eastern areas of the site.
Based on visual observation, the site has a downward slope from west
to east.
Site Vicinity Map, (Plate A)
SiCi�I=u❑md 00ri❑❑I❑cm❑Cs Location Plan, (Plate A-1)
(Referenced plates are in report Illustrations section).
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FARGO Report No. G20-3545 FICi7
General project information provided to us at the time of this study are presented below:
❑r❑❑❑sedl De❑el❑❑❑e❑[I
A ELIET] ❑❑ELI❑=❑uildi❑❑s
Each building to mostly consist of 4-story wood frame apartments
❑uildi❑❑EEEe atop 1-level at-grade concrete garage podium.
The southern and western areas of the buildings will also include at-
grade living quarters/apartments/leasing office.
MDci❑u❑ I❑❑ds Columns: 200 kips
❑r❑di❑❑❑EE Not available at the time of this study
Cu❑md Ill sl❑❑es No steeper than 4H:1V—(Assumed)
❑a Ci❑❑and dries Surface parking and drives
ELI❑❑er ELIm❑❑diu❑ ❑o-Ei❑❑❑
Tines ❑❑❑e❑icles ❑❑❑me❑e❑C Passenger vehicles, light trucks, and garbage trucks.
❑E❑ERAL S❑❑S❑R❑ACE C❑❑DITI❑❑S
General subsurface conditions presented in this section are based on the information
obtained within the depths explored at the boring locations. Soil strata shown on the logs
were classified based on evaluation of the results of laboratory test performed on
predominant materials in each stratum and visual examination of samples. Classifications
were performed in general accordance with the Unified Soil Classification System (USCS).
Geological maps indicate that the formation in the general area of the project site consists
of Fort Worth Limestone and Duck Creek Formation, undivided formations. Subsurface
conditions encountered in the borings advanced can be generalized as follow:
A❑a llci❑70, De❑EEI EIL C❑❑sisCb❑c❑
SITm1❑ MF1Arid E❑c❑u❑Cored ❑❑MIFI❑ ❑EISITEFU❑ mdllllr Relm❑e
De❑si[IL
Brown, dark brown and tan intermixed
Fill clay and sandy clay with gravel and 2 to 8 feet --
asphalt
Reddish brown alternating(CH)clay Very Stiff to
1 and (CL)sandy clays underlain by tan 9 to 15 feet Hard
sandy clays
2 Tan limestone 18 to 22 feet --
3 Gray limestone Termination depths of borings Re El❑Els❑
Fill thickness and its composition may vary in areas beyond the locations where borings were advanced.
Bottom stratum maybe deeper than the termination depths of borings.
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❑r❑u❑d❑❑ler
Subsurface seepage water was not encountered within the boring depths during drilling and
the borings remained dry at the completion of field operation.
These observations represent only groundwater and seepage water conditions at the time
of field operation and may not be indicative of other times or at other locations. Groundwater
levels can be different at the time of construction. Seasonal variations in the amount of
rainfall, runoff or landscape irrigation from nearby properties, or future construction activities
can cause changes to groundwater levels.
Seasonal seepage water may occur within the soils atop the underlying limestone
particularly, after periods of extended rain. Groundwater can also be present in fracture
zones within the underlying limestone.
Seis❑is C❑❑cider❑ E]EIs
Based on the guidelines provided in the International Building Code (IBC)2012 edition and
ASCE Standard SEI 7-10, the site is classified as Seismic Site Class C.
Standards referenced above, require characterization of the upper 100 feet of the
subsurface materials. Subsurface exploration to a depth of 100 feet was beyond the scope
of the current study. Therefore, site classification noted above considered the subsurface
information obtained from the borings and estimated soil properties based on general area
geology of the site, as permitted by the referenced standards.
A❑AL❑SESA❑D REC❑MME❑DATI❑❑S
Exisd❑❑ ❑ill
It should be noted that due to the nature of the fill (presence of objectionable materials), it
will be required to remove the existing fill, particularly from areas where placement of
additional fill or construction of ground-supported improvements is planned.
Backfill in excavated areas should consist of clean soils. Removed soils that are clean and
do not have objectionable materials can be used as backfill. Backfill should be placed and
compacted following compaction guidelines presented in this report.
❑❑Ce❑Id S❑il ❑erlicd M❑C]e❑e❑❑
Sandy clay soils encountered in the borings are considered as active soils and are expected
to experience heave and shrink with variations in moisture content. The movement typically
occurs as post-construction heave. The greatest potential for post-construction heave of
ground-supported improvements occurs if the soils within the active zone are dry at the time
of construction.
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Magnitude of the moisture-induced soil movement is rather variable because it can be
influenced by various factors including but not limited to the following:
• Surface drainage conditions.
• Moisture profile at the time of construction.
• Variations in thickness of active soils and soil properties.
• Changes in the grading of the site and development on the adjacent sites.
The following were considered in our estimation of soil potential vertical movement at the
boring locations:
• Evaluation of data obtained at the location of borings.
• Existing surface conditions.
• Assuming movements occur only due to normal seasonal moisture fluctuations.
• Results of absorption swell test.
• Assuming all existing uncontrolled fill is removed prior to the grading of the site.
• Assuming dry subgrade condition at the time of construction.
• Texas Department of Transportation (TxDOT)Test Method Tex-124-E.
• Engineering experience judgment.
Regarding the aforesaid, magnitude of potential for soil related heave is estimated to be on
the order of 4 inches below (June 2020) grade. It should be noted that settlement of the
existing fill beyond tolerable limits is also possible.
If significant cut and fill are required to achieve finished pad elevations, our office should be
contacted for reevaluation of the potential movement referenced above and
recommendations provided in this report.
Des i❑❑Rec❑❑ ❑e A[JoEls
The following design recommendations and design criteria were developed based on
subsurface conditions encountered in the borings and previously noted project
characteristic. Also, the design recommendations were developed assuming foundations
are constructed exclusively within the building pads depicted on the site plan (as shown on
Plate A-1) and constructed within 1 '/2 feet of (June 2020) grade after remediation of the
existing fill, where required.
It should be noted that grading plan was not available at the time of this study. We highly
recommend that our office be provided with a copy of the final grading plan for evaluation
and applicability of the recommendations provided in this report.
❑Ie❑se ❑❑Ci� — As indicated, the site previously may have been developed
with structures. To avoid interference between the new foundation and the
existing foundation, all elements of the existing foundations in construction
areas should be removed.
If the existing foundation consists of piers, or during excavation it is
determined to be piers, then Fargo should be contacted for additional
recommendations regarding the removal of the referenced foundation.
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It is our understanding that pier type foundation is the most desired foundation type for
support of structural loads.
S[VVi❑❑❑S❑❑E[ ❑ier ❑❑u❑d❑Ci❑❑
Structural loads can be supported by straight-shaft pier foundation system. Geotechnical
related guidelines and parameters for the design of piers are outlined below:
❑eai❑❑SCBmI❑ Tan and/or gray limestone
E❑d ❑eai❑❑❑ressure 18 ksf—At or below minimum 3-foot penetration into bearing stratum
SEi❑❑icCt❑❑i❑C❑❑❑ressi❑❑ 3.5 ksf—Below minimum 2-foot penetration into bearing stratum
❑❑lid❑ressure Due EIL 1.2 ksf—Acting on the upper average 10 feet of pier, dry soil condition
S❑il S❑ell 0.8 ksf—Acting on the upper average 10 feet,subgrade modified following
the procedure presented in the Subgrade Modification section.
❑e❑m❑e SEJ❑❑ricCt❑❑EIL 2 ksf—Below minimum 2-foot penetration into bearing stratum
Resis❑❑dim
A❑1ci❑mod ElEisCtc Sete❑a❑❑ About'/z inch
Di re❑dd Se[Ae❑e❑❑ 50%to 75%of total settlement
1.5 times the larger shaft diameter. Reduction in pier load carrying
MiEi❑u❑ Clear ❑ier S❑❑ci❑❑ capacity will apply for closer spacing. For closer spacing, Fargo should
be contacted for case by case evaluation.
Ilse ❑❑CEisi❑❑ Not anticipated (assuming groundwater conditions at the time of pier
drilling to be same or similar to conditions during boring advancement)
Re❑or[:so
1) The designer should be aware that from monitoring and verification of the pier shafts during drilling perspective,
minimum pier diameter should not be less than 18 inches.
2) Contractor should refer to structural plans for designed pier diameters and penetrations into bearing material.
No portion of the pier surface area above the minimum penetration referenced above should
be considered in providing skin friction resistance in compression or resistance to uplift
pressures.
Significant free groundwater was not encountered in the borings at the time of subsurface
exploration. Assuming same or similar conditions at the time of pier drilling, the use of
casing or dewatering of pier excavations should be limited if close coordination of drilling
and concrete placement is performed.
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FARGO Report No. G20-3545 FICi7
❑ier L❑[i�rd L❑❑d C❑❑❑ci11— The following estimated soil and rock parameters may be
used in calculation for lateral load capacity of piers.
A❑❑ 11xi❑70,de❑EIL❑el❑❑ T111EEI uJimei❑❑❑ M❑dulus ❑❑su❑EI ❑de SCBEJ❑m= ❑❑
❑❑u❑e DrEde ❑F0,eE1L ZDCE111 Re❑cd❑❑❑❑c= ❑I?ilure sCitess =❑
0 to 15 feet:
Near-surface clay, sandy 115 Disregard --
clay and calcareous clay
15 to 22 feet: 125 1.2X106 0.6
Tan limestone
Deeper than 22 feet: 135 4.5X106 0.5
Gray limestone
Addid❑❑d rec❑❑ ❑e❑d❑1❑❑s ❑❑d c❑❑sider❑JoEls❑❑ier ElOu❑d❑loo stele❑
• Piers should be constructed within appropriate vertical tolerance and without overspill at the
surface. Horizontal projections (overspill at the top of piers) can result in excess uplift pressure
and therefore, it should be removed from the piers prior to back-fill operations.
• The weight of the pier concrete below final grade may be neglected in determining foundation
loads.
• The piers should contain adequate reinforcing steel throughout the pier shaft to resist the tensile
uplift forces including uplift forces associated with swelling and expansion of the upper clays.
• In no event should a pier excavation be allowed to remain open for more than 5 hours.
• The bottom of a pier excavation should be clean and free of standing water prior to concrete
placement.
• Concrete placed in a pier excavation should be placed through a tremie to avoid segregation of
the aggregates.
• FARGO should be retained to perform continuous observation during construction of the piers.
Observation is recommended to verify:
➢ proper pier depth,
➢ bearing stratum,
➢ minimum depth and/or penetration,
➢ pier shafts are within acceptable vertical tolerance, and
➢ bottom of the pier hole is clean prior to placement of concrete.
• The contractor should clearly understand that the references made to pier diameter noted in
this report are not the designed diameters. The contractor must refer to construction plans for
the pier diameter(s) and penetration depth(s) into bearing material as designed by structural
engineer.
• Bid for pier depths should be adjusted based on final site grades.
❑r❑de ❑e❑❑sEEI❑d ❑ier C❑❑s—All grade beams should be supported by piers. A minimum
vertical void space of 8 inches is recommended between the bottom of grade beams, pier
cap extensions and the top of subgrade. The void is recommended to limit potential
foundation movements associated with swelling of the underlying soils. The void beneath
cast-in-place elements can be created by use of waxed cardboard forms with sufficient
strength to hold concrete without collapsing during construction.
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FARGO Report No. G20-3545 FICi L?C-7 0
Rectangular boxes are recommended. The grade beams should be formed (rather than
cast against earth trenches) to control the beam excavation width. Retainer boards along
the grade beam will be necessary to maintain the void.
Fill placed adjacent to and along the grade beams should be placed in a controlled manner.
Backfill should consist of site-excavated clays, or equal, placed and compacted in
accordance with the recommendations provided under Earthwork section. If bedding soils
must be used adjacent to the perimeter of the building, provisions should be made not to
allow water to be accumulated next to the foundation.
❑I❑❑r Sas[g❑ Mier ❑❑u❑d❑JE1E—A=r❑de A❑a-=e❑19iLe❑Si❑❑ El Ace
It is our understanding that in conjunction with the pier foundation, structurally
suspended slab and ground-supported interior (`floating") slab are being
contemplated by the client's structural design team regarding the floor system.
Typically, a floor that is structurally suspended on piers is used where the movement of the
floor is to be limited to less than 1 inch. This type of floor system is considered as most
positive and does not require modification of existing subgrade below the suspended slab.
An interior (`floating") slab may be considered if movement of the slab can be tolerated.
Sirucl JrEAE[Sus❑e❑ded ❑I❑a- Sass❑ ❑❑ier ❑❑u❑d❑JE1E — A minimum vertical void
space of 12 inches is recommended below floor system to limit future distress due to the
potential for expansion of subgrade soils. Void space for a structurally suspended floor
system can be provided using cardboard carton forms or a deeper crawl space.
The surface of subgrade below the floor should preferably be higher than adjacent exterior
grades in order to provide and facilitate drainage. If subgrade is lower, provisions should
be made to provide drainage for the bottom of the void area, covering the entire area of the
structural floor system. Interior drainage should consist of sloped surfaces draining by
gravity to a central location where accumulated water can be removed by gravity or by a
sump pump.
With reference to the structurally-suspended floor system, consideration should be given to
the development of appropriate details in the plans to address the following items:
• Entrances including areas with features that are considered as sensitive to soil-related
movements should be structurally suspended.
• The ground surface within a minimum distance of 10 feet from the foundation should slope
down with a minimum of 10 inches of drop to provide proper drainage and to allow for post-
construction movement.
• The perimeter slabs should not be structurally connected to the foundation to allow free
upward movements without stressing the foundation system.
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FARGO Report No. G20-3545 FICi7
❑r❑u❑d[Supported Interior "Floating" Slab, Pier Foundation — Considering the
estimated magnitude of potential soil movement as noted previously, and client's desire to
reduce movement to about 1 inch, modification of subgrade will be required to reduce
movement.
Ground-supported interior floor slab may consist of a conventionally reinforced floor slab
system. It is recommended that the slab be designed to conform to the current requirements
of the American Concrete Institute (ACI) "Building Code Requirements for Reinforced
Concrete", ACI 318.
The interior floor slab should not be rigidly connected to the foundation. A flexible joint
should be provided between the floor slab and the foundation to allow independent
movements of the two systems.
Su❑❑r❑de M❑dilic❑ DE
The recommendations provided in this section are to help mitigate the effect of soil
shrinkage and expansion. Modification of subgrade will not eliminate the risk of
unacceptable movements over time if substantial fluctuations in moisture content of soils
below the slab occur. The potential for excessive movement can be reduced by
implementation of positive grading to drain surface water away from the structures and
backfilling immediately adjacent to the grade beams with on-site clays. In general, use of
a slab constructed on grade is feasible, provided the risk of some post-construction floor
movement due to the presence of overall expansive soils is acceptable.
Subgrade modification should be performed prior to installation of any plumbing, utilities,
ditches, or any foundations. Provision should be made to protect moisture conditioned
foundation soils from loss of moisture due to tree roots.
With reference to the aforesaid, the following section presents subgrade modification
procedure by excavation and moisture conditioning of soil followed by a surface cap.
Exc❑mCt❑❑ ❑❑d ❑I❑ce❑a❑❑—This process entails excavation of the upper soils and then
placement and compaction of the excavated portion of soils (that is free of any objectionable
materials) at moisture content higher than the material's Proctor optimum moisture.
The post-performance of a subgrade modified by excavation is highly dependent upon the
quality of the workmanship to perform proper excavation and moisture conditioning and
compaction during placement of fill. The excavation contractor should be experienced with
this procedure and should use proper equipment such as a water truck, and a track-
mounted front-end loader(preferably CAT 963 D or equivalent)equipped with rippers during
fill placement and moisture conditioning.
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Recommended procedure is as follows:
• Remove existing improvements and strip vegetation and dispose of construction debris and the
organic materials in accordance with project specifications.
• Excavate a minimum of 8 feet of existing grades or a minimum of 8 feet below finished pad
elevation, whichever is greater to provide for subgrade modification. Subgrade modification
should extend at least 5 feet beyond building lines.
• If existing fill materials remain in evidence at the bottom of the excavation, then the excavation
should be vertically extended to remove all existing fill and expose competent natural soils.
• In areas where excavation exposes the top of natural limestone at depths shallower than the
depth referenced above, excavation of limestone would not be required.
• Any existing foundation elements within the depth of subgrade modification needs to be
removed. In the case of existing pier foundation, if any, Fargo should be contacted for instruction
on proper pier removal.
• The sidewalls of the excavation should be sloped at a minimum of 1 (horizontal)to 2 (vertical)or
flatter to provide benching of fill into the sidewalls.
• Subgrade exposed at the bottom of excavation may consist of clay soils or limestone materials.
➢ Subgrade consisting of clay should be scarified to a depth of 8 inches and compacted
from 93 to 98 percent of the maximum dry density, as determined by ASTM D 698,
"Standard Proctor" at minimum +4 percentage points of optimum.
➢ Subgrade consisting of limestone does not need to be scarified and compacted;
however, the presence of natural limestone materials should be verified by qualified
geotechnical personnel.
• Place site-excavated soils that are free of any objectionable materials, in loose lifts no greater
than 8-inch thick and compact to the moisture and density requirements outlined above.
• Fill materials should be benched into the sidewalls to minimize vertical shear failure between the
modified subgrade and surrounding materials.
• Grade to 12 inches below finished subgrade elevation to provide for placement of surface cap
consisting of select fill, or grade to finish pad elevation if the surface cap is to consist of lime
stabilized subgrade.
• It is the intent of the subgrade modification process to reduce the free swell potential of the
modified subgrade to not exceeding 1 percent. In addition to field compaction testing, it is
recommended that Shelby tube samples of the moisture treated materials be routinely obtained
during fill placement to verify that the free swell of the moisture treated materials does not exceed
1 percent.
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FARGO Report No. G20-3545 FICi7
Sur❑❑ce C❑❑ — Upon satisfactory completion of subgrade modification, placement of a
surface cap will be required to minimize loss of moisture prior to construction of the
foundation. Surface cap options are presented below:
Sur❑lce CEE TEicmess Descri❑d❑❑ Re❑a-❑s
ELI❑d❑❑s❑ J❑c❑es❑
Select fill 12 As described in report's Earthwork section. 1
TxD❑T I1611 me D❑❑r❑de ❑=placed in lifts no greater
Flexible Base 12 than 8-inch thick and compacted to at least 98 percent of 1
maximum Proctor dry density (ASTM D 698) at 2 percentage
points of optimum.
Lime Treated 8 Estimated lime amount: 36 lb per square yard. 2 &3
Subgrade Refer to report's Pavement section for compaction criteria.
Re❑❑❑s❑
1) Select fill and/or Flexible Base used as surface cap should not extend beyond building lines.
2) Grade to finished pad elevation prior to lime treatment.
3) Sulfate test should be performed on subgrade soils. Prior to treatment,the contractor should contact Fargo to collect samples
of subgrade for testing. This option should not be used if test results indicate a high degree of sulfate is present.
The surface of moisture conditioned soils should be maintained in a moist condition prior to
placement of the surface cap, or flatwork. Placement of surface cap and construction of
foundation should be performed as soon as possible to minimize loss of moisture within the
moisture conditioned soils.
We highly recommend that FARGO be retained to perform density testing and observation
during placement of materials and moisture conditioning process.
Overall movements exceeding the magnitude predicted above may occur if soils below
ground-supported improvements are subject to excessive moisture as result of poor
drainage conditions around the foundation, subsurface moisture migration from off-site
locations, or water leakage from utility lines.
Movements of heavy construction equipment (i.e., drilling rigs, concrete trucks, dump
trucks, rubber-tired loaders, etc.), atop moisture conditioned pad, may cause tracks and
ruts. These conditions typically are more pronounced shortly after extended rain.
Consideration may be given to using the flexible base option for the surface cap to reduce
tracks and ruts and to reduce effort to re-grade the pad prior to construction of slab.
❑❑❑❑r Re❑Irder ❑e❑e❑= ❑r❑u❑d Su❑❑ rind Slurs
The use of a vapor retarder should be considered beneath ground-supported slabs that will
be covered with wood, tile, paint, carpet or other moisture sensitive or impervious coverings,
or when the slab will support equipment sensitive to moisture. When conditions warrant the
use of a vapor retarder, the slab designer and slab contractor should refer to ACI 302 and/or
ACI 360 for procedures and cautions regarding the use and placement of a vapor retarder.
Care should be taken during placement of poly to provide sufficient slack (particularly at the
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FARGO Report No. G20-3545 FICi7
bottom of grade beam excavations) to avoid resistance of poly during and after concrete
placement and to avoid formation of voids below poly.
❑per C❑❑sider❑ EjEls
Careful consideration should be given to the actual areas where subgrade is modified. The
potential for post-construction heave will be reduced in the modified areas. However, areas
left unmodified will have potential for higher movement as noted in this report.
In general, it is recommended that the treated area extends beyond the building lines to
reduce potential differential movement between the buildings, sidewalk, entrance
pavement, foundation supporting roof extension, canopy or other adjacent improvements
that are considered movement sensitive or in areas where site paving is relatively flat
because of drainage or ADA considerations.
Regarding subgrade modification, excavation to proper elevation, vertical depth, and the
lateral extent of excavation beyond the building lines, should be surveyed by the contractor.
Verification of the referenced items will be the responsibility of the contractor.
Upon completion of satisfactory subgrade modification (preswelling of the soils and
construction of surface cap), construction of foundation and slab should commence as soon
as possible.
In the event that construction of foundation is prolonged, then the total depth of moisture
conditioned soils should be sampled followed by laboratory swell testing to determine
magnitude of residual swell potential.
The swell test results can be used to determine if additional subgrade modification would
be required. The need for additional sampling and testing is at the discretion of the engineer
of record.
In the case of rigid canopy that will be rigidly connected to the main building and also
partially supported beyond the building, consideration should be given to minimize soil
related vertical movements of the canopy.
A pier type foundation is the most positive foundation supporting the type of canopy
referenced above. A shallow foundation, if desired, for supporting the canopy should be
constructed in subgrade that has been modified to reduce potential movement following the
same procedures and guidelines as presented in this report.
Other than what was observed at the time of drilling and within the depths explored at the
locations of the borings, detailed groundwater seepage studies (installation of piezometer,
etc.), were beyond the scope of our services.
Finished floor elevation should be set high enough above the final exterior grades around
the perimeter of the building to assure a positive flow of water away from the structure. The
ground surface should slope away from the perimeter of the structure, preferably at a
minimum of 5 percent grade to 10 feet beyond the building perimeter.
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Positive drainage of surface water away from the buildings must be provided during
construction and maintained after construction. The flatwork abutting the foundation should
be sloped down away from the structure at a minimum 5 percent grade.
The slope in areas of ADA should be performed as per regulations. The joint between the
flatwork and foundation should be sealed.
Proper backfilling around the building perimeter will reduce the potential for water seepage
beneath the structures. Fill against the perimeter of the foundations should consist of site-
excavated clays, or equal, placed and compacted in accordance with the recommendations
outlined under the report's Earthwork section.
If bedding soils must be used adjacent to the perimeter of the building, provisions should
be made not to allow water to be accumulated next to the foundation.
❑r❑u❑ [Su❑❑❑nC d! EirsAe❑el ❑a-Ei❑❑SI❑❑
With regard to the first floor of the podium garage, the floor slab may consist of an interior
slab (not to be rigidly connected to any foundation elements) and should consist of a
minimum 5-inch thick reinforced concrete constructed on prepared subgrade.
A flexible joint should be provided between the parking slab and the foundation to allow
independent movements of the two systems.
It is recommended that referenced slab be designed to conform to the current requirements
of the American Concrete Institute (ACI) "Building Code Requirements for Reinforced
Concrete", ACI 318.
Potential soil related movement of slab should be considered in the design. As noted
previously, magnitude of potential for vertical movements is estimated to be on the order of
4 inches below (June 2020) grade. Furthermore, settlement of the existing fill beyond
tolerable limits is also possible.
In areas where the risk of soil movement and/or settlement noted above is considered as
excessive, then then the risk can be reduced following the procedures presented previously
under Subgrade Modification section of this report.
Please refer to the Earthwork and Pavement sections of the report regarding guideline
recommendations for preparation of subgrade in areas not subject to subgrade modification
by excavation.
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❑TILITIES
The following is recommended regarding construction of utilities:
• Care should be taken that utility trenches are not left open for extended periods and that
they are properly backfilled.
• Backfilling should be accomplished with on-site soils that are placed in loose lifts and
compacted in accordance with the requirements of local City/County standards or following
recommendations provided under the Earthwork section of this report, whichever governs.
• Backfill should not contain rock pieces greater than 5 inches in maximum dimension.
• A positive cut-off at the building line is recommended to help in preventing water from
migrating in the utility trench Backfill below the foundation.
• Movement of the active soils can impact utilities. Storm drains should be designed with
adequate slope considering the effect of soil movement.
• Utilities passing under grade beams should be placed below void box to prevent breaking of
the lines due to the potential for upward movement of soils.
❑r❑❑❑sed ❑❑d
Proposed pool should be properly designed, sufficiently reinforced and constructed to
withstand a) potential soil movement, b) lateral earth pressure and, c) upward pressure due
to buoyancy.
• ❑❑eod❑ soil ❑ ❑❑e❑a❑❑— Based on evaluation of subsurface conditions encountered in
the borings, it is anticipated that materials at the bottom of the pool excavation to consist of
active clay/sandy clay soils.
❖ To reduce potential soil movement below the pool, subgrade modification, following
the procedures presented under "Subgrade Modification" section of this report
(without placement of surface cap), will be required.
❖ Depth of subgrade modification should be such as to result in minimum of 8 feet of
excavation below (June 2020) grades in the proposed pool area or minimum of 4
feet below the deepest bottom of pool, whichever is deeper.
❖ Modification of subgrade should extend laterally at least 7 feet beyond the perimeter
of the pool. In general, modification of subgrade should extend laterally beyond the
pool area to include all movement sensitive items such as pool deck, paving, and
other movement sensitive structures surrounding the pool to minimize differential
movements.
❖ Excavated soil should be moisture conditioned during placement following the
procedures under"Excavation and Placement" section of this report.
❖ Surface of the moisture conditioned soils should be kept damp until placement of
concrete.
• L❑Cer❑ea illi❑ressure—It is assumed that earth-formed pool type construction will be used.
Considering At-Rest pressure and back-fill drained conditions, we recommend an equivalent
fluid pressure of 100 pounds per square foot per vertical foot of the wall be used in the
design.
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FARGO Report No. G20-3545 FICi7
• ❑❑❑11d ❑ressure due 1111 ❑u❑❑❑❑c❑ — To minimize uplift pressure due to buoyancy,
installation of a drainage system behind the pool walls to limit development of excess
hydrostatic pressures is recommended. Also, installation of pop up relief valves at the
bottom of the pool is recommended to relieve pressure, particularly when the pool water is
drained for maintenance purposes. Failure of the valves to function properly can result in
upward movement (popping out) of the pool.
EART❑❑ ❑R❑
All vegetation and topsoil containing organic material should be cleared and grubbed at the
beginning of earthwork construction. In all areas where improvements are planned, existing
trees, if any, should be removed well before the construction. Care should be taken that
root balls and near surface roots are removed. Disturbed areas should be backfilled
following the guidelines provided in this section.
Site-excavated soils, that are free of any objectionable materials, are suitable to be used as
fill. Imported soils should be clean clayey sand to sandy clay soils with plasticity indices
from 6 to 25.
Are❑is su❑ec❑nsu❑❑r❑de ❑ ❑didcm❑❑— Preparation of the building pad and subgrade
modification should be performed following the guideline recommendations provided
previously in this report.
Are❑is ❑❑❑su❑ec❑nsu❑❑r❑de ❑ ❑di1c❑l❑❑ ❑❑exc=I❑❑—Guideline
recommendations for proof rolling, fill placement and compaction are presented below:
❑r❑❑❑r❑Ili❑❑❑
• Prior to placement of any fill, and after removal of the existing fill, the exposed
subgrade should be proof-rolled. Qualified geotechnical personnel should be
retained to observe the proof rolling operation.
• Use heavy rubber-tired equipment (loaded dump truck or water truck)weighing not
less than 20 tons for proof rolling.
• Remove areas that exhibit pumping action or are excessively soft/compressible.
• Backfill with on-site suitable materials.
❑i I I ❑1❑ce❑e❑❑❑❑d c❑❑ ❑❑c J❑❑❑
• Prior to fill placement, scarify subgrade to a depth of 8 inches.
• Compact from 95 to 100 percent of the maximum dry density, as determined by
ASTM D 698, "Standard Proctor" at or above optimum moisture.
• Place fill in loose lifts no greater than 8-inch thick.
• Compact to the moisture and density requirements outlined above.
AddiJ❑❑d rec❑❑ ❑e❑d❑1❑❑s relEii�d E[oea-E[O❑❑r❑
• Fill should not contain any rock fragments larger than five (5) inches in diameter. The upper
2 feet of fill placed within the building pad area should not contain any rock fragments larger
than two (2) inches in diameter.
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• The surface of each lift should be kept moist prior to placing a subsequent lift particularly
when work needs to be resumed the next day.
• Surface desiccation should not be allowed and if noted the lift should be reworked and
compacted to the moisture and density criteria outlined above.
• Crushed stone utilized for the drainage system should consist of durable gravel meeting
ASTM C 33 Size 67 or coarser. Gravel should be placed in loose lifts no greater than 8-inch
thick and compacted to a minimum of 65 percent of the relative density as determined by
ASTM D 4254.
• All constructed slopes should be vegetated as soon as possible. Use of erosion control
fabric is recommended during vegetation of the slopes.
• Earth slopes greater than eight feet in height should be evaluated for global stability. This
also applies to slopes combined with retaining walls that have a combined height in excess
of eight feet.
• Select fill is defined as uniformly blended clayey sand to sandy clay with a Liquid Limit of
less than 35 and Plasticity Index (PI)from 5 to 15. Select fill should be placed in loose lifts
no greater than 8-inch thick and compacted to at least 95 percent of ASTM D-698 density,
at a moisture content from -2 to+2 percentage points of optimum moisture.
All excavations should be braced or cut at stable slopes in accordance with Occupational
Safety and Health Administration (OSHA) requirements or other applicable building codes.
Consideration should also be given to erosion protection on exposed slopes.
Exisd❑❑A— Removal of all existing fill (particularly, where construction of flatwork or other
improvements are planned), is recommended. Removed fill that is free of any objectionable
material, can be placed and compacted in general areas of the site requiring fill, following
the compaction criteria provided above.
If removal of the total fill thickness, in area paving, is economically not feasible, and a certain
degree of risk associated with pavement distress is acceptable then, the following, as a
minimum, should be considered:
• Remove existing improvements and strip vegetation and dispose of construction debris and
the organic materials in accordance with project specifications.
• Where fill is to remain or additional fill is to be placed atop areas with existing fill, excavate
a minimum of 3 feet of existing fill. In areas where existing fill is deeper than 3 feet, perform
test pits to evaluate the compaction of the deeper fill and to visually check for the presence
of objectionable materials. In areas where fill below 3 feet does not have sufficient
compaction and/or moisture or contain objectionable materials, need to be over excavated
to expose competent natural soils.
• Proof roll the exposed subgrade at the bottom of excavation following the recommendations
provided in this report.
• Scarify exposed subgrade to a depth of 6 inches, water as necessary, and thoroughly mix to
uniformly distribute water throughout the subgrade. Subgrade soils should then be
compacted from 95 to 100 percent of the maximum dry density, as determined by ASTM D
698, "Standard Proctor" at or above optimum moisture.
• Excavated areas may be backfilled with clean on-site soils that is placed in loose lifts no
greater than 8-inch thick and compacted to the moisture and density requirements outlined
above.
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FARGO Report No. G20-3545 FICi L?C-7 0
❑reEii❑us sirucares — Prior to the grading of the site, all foundation elements of the
previous structures, including all abandoned utility lines, should be removed. If removal of
deeper drain lines is not considered economically feasible, then as a minimum these lines
should be filled with lean concrete to prevent the flow of water through the pipes and
possible seepage conditions.
Nature and compaction condition of backfill for existing below-grade utility lines (lines
crossing proposed structures in particular), should be checked prior to filling the lines with
lean concrete, unless records are available to indicate that backfill was placed under
controlled conditions. All areas disturbed should be reworked, compacted, and prepared
as per recommendations provided in this report.
❑A❑EME❑T
Regarding the existing fill at the subject site, pavement subgrade should be prepared
following the guideline recommendations provided under the Earthwork section.
The pavement subgrade in general is anticipated to consist of clay/sandy clay soils. These
soils are subject to loss in support with an increase in moisture that can occur beneath the
pavement. They react with hydrated lime, which serves to improve and maintain their
support value.
Treatment of subgrade with lime below rigid pavement will provide for less maintenance
and associated cost during the design life of the pavement. However, subgrade treatment
below rigid pavement in light-duty traffic areas (areas subject to passenger vehicles and
occasional light delivery trucks)would not necessarily be required.
For estimation purposes, the following may be considered for lime quantity.
Esd❑70,d ❑erce❑❑li❑e ELI CiteELIsu❑❑r❑de 7 percent by dry soil weight
Es Ill 70,d m❑u❑❑❑❑li❑e ELI CiteEE 32 pounds per square yard
❑❑e u❑❑er❑l❑c❑❑❑su❑❑r❑de (TxDOT, Item 260)
The actual percent lime required to treat subgrade should be verified by laboratory tests after
completion of grading and installation of utility lines in the streets.
Subgrade treatment should extend a minimum of 1 foot beyond the edge of pavement on
both sides. Portland cement concrete sections are presented below:
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FARGO Report No. G20-3545 FICi7
❑❑rm❑❑d Ce❑a❑❑ C❑❑cre[e ❑❑E e❑e❑❑ — The specific pavement sections will be
dependent upon the type and frequency of traffic. At the time of this study, vehicle traffic
studies were not available. Therefore, several pavement sections are presented below for
a 20-year design life based on assumed traffic types and loading conditions and our
experience with similar projects:
❑e❑erd Esd❑FTAd ❑El mmd Cell e❑❑ EEmm NJ[]u❑
TrEAc C❑❑did❑❑s A❑❑ud ESAL C❑❑crelb ❑EEe❑a❑❑ C❑❑❑ressiJa
TEicmess IiDc❑es❑ SCTe❑❑ED❑Lsi❑
Light-Duty
Passenger Cars and 25,000 5 3,000
Occasional Light Trucks
Medium-Duty
Passenger Cars, Light Trucks, 50,000 6* 3,600
Tractor Trailer
Heavy Duty
Loading/unloading Area- 80,000 7* 4,000
Medium to Heavy-Duty Trucks
❑In areas where subgrade treatment economically is not feasible, then in lieu of subgrade treatment,
pavement thickness may be increased by 1 inch or as per city/county requirements,whichever is greater.
Pavements should be reinforced to control shrinkage cracks. Reinforcing steel should
consist of the approximate equivalent of #3 bars at 18 inches on center. The specific
amount of steel should be determined based on the spacing of expansion, construction,
and contraction (saw)joints.
The pavement section should be saw cut at an approximate spacing of 15-foot squares.
Recommended jointing techniques are discussed in detail in "Joint Design for Concrete
Highway and Street Pavements," published by the Portland Cement Association.
Du❑ Eisler ❑❑d — In dumpster areas, a minimum 7-inch thick, Portland cement concrete
section is recommended. The dumpster pad area should be designed so that the wheels
of the collection truck are supported on the concrete while the dumpster is being lifted.
Dumpster areas that are not designed in this manner often experience localized failures
due to large wheel loading imposed during waste collection.
Sul[Elie 4❑duced ❑eme— Upon completion of rough grading and installation of utility lines
in area paving, and prior to subgrade lime stabilization, FARGO should be contacted to
collect samples of subgrade for sulfate testing. Testing should be performed as early as
possible in the construction sequence to minimize any delays in the construction of
pavement section. Depending on the degree of concentration of sulfate in the subgrade, it
can be determined if a modified application of lime or other modification to subgrade would
be required. For pavement subgrade containing a high degree of sulfate, consideration
may be given to increase pavement thickness constructed on untreated compacted
subgrade. This option may be advantageous in terms of expediting the construction of
pavement and reducing the risk associated with possible post-construction heave of
pavement subgrade containing sulfate.
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FARGO Report No. G20-3545 FlrciL?C70
❑❑❑er ❑me❑e❑❑ReI❑gd! Rec❑❑ ❑e❑d❑ii❑❑s ❑❑d C❑❑Sider❑ DAIS
Treated subgrade should be uniformly compacted from 95 to 100 percent of maximum dry
density as determined by ASTM D698 at a moisture content from—1 to+3 percentage points
of the optimum moisture. Untreated subgrade should be scarified to a depth of 6 inches
and compacted to the moisture and density requirements outlined in the report's Earthwork
section. Treated or untreated prepared subgrade should be protected and maintained in
moist condition until the pavement is placed.
The need for a thicker pavement section will depend on the traffic mix,frequency, and traffic
speed. We will reevaluate pavement thickness if provided with traffic information. All
pavement materials and construction procedures should conform to applicable TxDOT,
NCTCOG, or city, county specification requirements.
To achieve design life of the pavement, normal periodic maintenance (sealing of cracks and
joints) will be required for all pavements to minimize infiltration of surface water into
subgrade soils, to minimize weakening of the subgrade.
The pavement subgrade should be carefully evaluated prior to construction of pavement for
signs of excessive disturbance due to utility excavations, construction traffic, desiccation,
rainfall, or rutting. Areas with excessive disturbance should immediately be reworked,
moisture conditioned, and properly compacted prior to paving, following the
recommendations provided in this report.
Mechanical treatment of the pavement subgrade will not prevent normal seasonal
movements of the underlying untreated soils. Pavement and other flatwork generally will
have the same potential for movement as slabs constructed directly on the existing soils.
Poor drainage conditions and ponding of water along the pavement should not be allowed.
Backfilling of curbs should be accomplished as soon as practical to prevent ponding of
water.
Openings in the pavement, such as landscape islands, are sources for collection of water.
Collected water in the islands can migrate into the surrounding subgrade soils thereby
degrading support of the pavement and/or causing heave of adjacent foundation soils. This
is especially applicable for islands with raised concrete curbs, irrigated foliage, and low
permeability near-surface soils. The civil design for pavements with these conditions should
include features to restrict or to collect and discharge excess water from the islands.
Examples of features are edge drains connected to the storm water collection system or
other suitable outlet and impermeable barriers preventing lateral migration of water such as
a cutoff wall installed to a depth below the pavement structure.
Placement of granular materials (cushion sand, gravel, aggregate, free-draining materials,
etc.) beneath the pavement is not recommended. Water will seep through the referenced
materials and will cause weakening and/or expansion of subgrade soils below the
pavement. In areas where fine grading of the pavement subgrade is desired, select fill as
described in report Earthwork section (not exceeding 6 inches in thickness), may be used.
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FARGO Report No. G20-3545 R� �
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LA❑DSCA❑1❑❑ ADD DRAI❑A❑E C❑❑SIDERATI❑❑S
To reduce potential for excessive heave of soils below improvements, good surface
drainage should be established and maintained. The open ground should be sloped
preferably at a minimum of 5 percent grade 10 feet beyond the building perimeter. Paving
and flatwork should be sloped as much as is practical to prevent areas where water can
pond. Where paving or flatwork abuts the structure, care should be taken that joints are
properly sealed and maintained to prevent the infiltration of surface water.
Trees, existing or to be planted, will draw water from the soil and, as a result, can cause the
active soil below ground-supported improvements to become dry and shrink. This could
cause settlement beneath grade-supported slabs such as floors, walkways, and paving. To
reduce this risk, trees and large bushes should be located a distance of at least one-half of
the mature height away from the foundation and other grade slabs sensitive to movements.
Sprinkler mains should be located a minimum of 5 feet away from the building line. If
sprinkler heads must be located adjacent to the structure, then the service extension lines
off the main should be provided. Roof drains should discharge on pavement or be extended
away from the structure. Ideally, roof drains should discharge to storm sewers via solid
pipes.
C❑❑STR❑CTI❑❑ ❑❑SER❑ATI❑❑ ADD TESTI❑❑ ❑RE❑❑E❑C❑
It is recommended that the following items, as a minimum, be observed and tested by a
representative of FARGO during construction.
❑❑serm1❑❑❑
• Fill placement and compaction.
• Foundation construction and concrete placement.
Eli eId C❑❑ ❑❑cJ❑❑TesJ❑❑❑
• Building pads, one test per 3,000 square feet per lift within fills (minimum of 2 tests per lift).
• Area paving, one test per 3,000 square feet per lift within fills (minimum of 2 tests per lift).
• Utilities, one test per 150 linear feet per lift or as per city/county requirements.
• Fill placed next to grade beams, one test per 150 linear feet per lift.
RE❑❑RT CL❑S❑RE
The boring logs included in the report Illustrations show subsurface conditions at specific
boring locations. These logs also contain interpretations made by our field drilling
representatives of conditions that are believed to exist between sampling intervals during
drilling and sampling. Therefore, the boring logs contain both factual and interpretive
information, and the lines delineating the subsurface strata are approximate. It is not
implied that these logs are representative of subsurface conditions at other locations within
the site.
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FARGO Report No. G20-3545 FICi L?C-7 0
The design recommendations in general, are based on the information obtained from the
borings and laboratory testing and are specific to the referenced proposed project at the
specific location(s) noted in this report. The engineer's initial analyses, conclusions, and
recommendations are based on the data obtained from the borings. However, during
construction, quite often anomalies in the subsurface conditions are revealed and cannot
be fully predicted by mere soil samples, sample borings or test pits. If during construction,
different subsurface conditions from those encountered in our borings are observed, we
must be advised promptly so that we can review these conditions and reconsider our
recommendations where necessary.
Unexpected conditions during excavation, observation, and testing frequently require that
additional expenditures be made by the owner to attain a properly designed and constructed
project. Therefore, provision for some contingency funds is recommended to accommodate
such potential extra cost.
Subsurface conditions can change with the passage of time. Recommendations contained
herein are not considered applicable for an extended period from the date of this report. It
is recommended that our office be contacted for a review of the contents of this report in
the case of any changes to project scope (e.g. grading plan, building layout, structural
framing etc.) or for construction commencing more than 1 '/2 year after completion of this
report.
Further, it is urged that FARGO be retained to review those portions of the plans and
specifications for this project that pertain to earthwork and foundation as a means to
determine whether the plans and specifications are consistent with recommendations
contained in this report.
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, groundwater or air, on or below or around the site. In addition, slope stability
analyses (localized and/or global)for ground slopes, retaining walls, or embankment slopes
(existing or to be constructed) were beyond the scope of this service. Referenced studies,
where needed, should be performed separately. Upon written request, FARGO may be
retained to perform referenced studies.
FARGO is not responsible for conclusions, opinions or recommendations made by others
based on the data presented in this report. This report has been prepared for the exclusive
use of the entity and/or person to whom this report is addressed for specific application to
the design of this project. The only warranty made by us in connection with the service
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.
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Verification of the subsurface conditions for purposes of determining the difficulty of
excavation, trafficability, site safety, excavation support, etc. is the responsibility of others.
FARGO is not responsible for damages resulting from the workmanship of designers or
contractors.
In the event that information provided to us did not include final grading plans, then these
recommendations should be reviewed once a grading plan is finalized. We recommend
that FARGO be retained to observe earthwork and perform material evaluation and testing
during the construction phase of the project. This enables the geotechnical engineer to be
readily available to evaluate unanticipated conditions and, if required, to conduct additional
tests and 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, undercut depths, proper soils moisture conditioning, and other such subsurface
related recommendations should be considered preliminary.
-21-
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LOG OF BORING NO. B-1
Report No: G20-3545 Date Sampled: 6/9/2020
Reference: Proposed Multifamily Development Location: See Plate A-1
Fort Worth, Texas Surface Elevation: N.A.
FIELD DATA LABORATORY DATA
U)U) Sampling Type: Intermittent
3: 3: o
0
Fmm o
F z w = ii N
w w a_ ° (7
y a z p p w GROUNDWATER INFORMATION: z F ~ z w ° tz O
w
o aoo ° o J ?' ? � z
J w ° z z Seepage Encountered During Drilling(feet): None v J U U w (7 Fn
d -j 2E 0- = o d Q ^ Depth to Top of Water Upon Completion(feet): Dr w co co O W Q
w o r Q ~CO DESCRIPTION OF STRATUM Q J J z a z F o w
° (n(n (n 0_ F Z (n (n o(n
Brown sandy clay with a trace of gravel- Possible FILL 9
P4.5+
2
Reddish brown alternating CLAY(CH)and SANDY CLAY 13 47 19 28
P4.5+ (CL)with a trace of gravel
5 P4.5+
15 106 3.7
P4.5+
5
P4.5+ 9
Tan calcareous CLAY(CL)
10
13
Tan LIMESTONE
15 T100/2"
20 T100/
0.5"
22
Gray LIMESTONE with occasional medium gray shale
seams
25 T100/
0.5"
30 T100/ 30
BORING TERMINATED AT 30 FEET
35
REMARKS: , //
TUBE AUGER SPLIT- ROCK TH� NO
SAMPLE SAMPLE SPOON CORE PEN RECOVERY
Plate 1
LOG OF BORING NO. B-2
Report No: G20-3545 Date Sampled: 6/9/2020
Reference: Proposed Multifamily Development Location: See Plate A-1
Fort Worth, Texas Surface Elevation: N.A.
FIELD DATA LABORATORY DATA
U)U) Sampling Type: Intermittent
3: 3: o
0
Fmm o
F z w = ii N
w w a_ ° (7
y a z p p w GROUNDWATER INFORMATION: z F ~ z w ° tz O
w
o aoo ° o J ?' ? � z
J w ° z z Seepage Encountered During Drilling(feet): None v J U U w (7 Fn
d -j 2E 0- = o d Q ^ Depth to Top of Water Upon Completion(feet): Dr w co co O W Q
w o r Q ~CO DESCRIPTION OF STRATUM >Q J J z a z F o w
° (n(n (n 0_ F Z (n d D D (n o(n
Brown, dark brown and tan intermixed clays with gravel- 6
P4.0 FILL
16
P4.0
4
Reddish brown alternating CLAY(CH)and SANDY CLAY
5 P4.5 (CL)with a trace of calcareous nodules
17
P4.5+
57 5
P4.0 9
Tan calcareous CLAY(CL)with occasional calcium pockets
10
-with tan limestone seams below 13 feet 17 42 18 24 102 2.8
P4.5+
15 15
Tan LIMESTONE
20 T100/
1.5"
22
Gray LIMESTONE with occasional dark gray shale seams
25 T100/1"
30 T100/ 30
0.5" BORING TERMINATED AT 30 FEET
35
REMARKS: , //
TUBE AUGER SPLIT- ROCK TH� NO
SAMPLE SAMPLE SPOON CORE PEN RECOVERY
Plate 2
LOG OF BORING NO. B-3
Report No: G20-3545 Date Sampled: 6/9/2020
Reference: Proposed Multifamily Development Location: See Plate A-1
Fort Worth, Texas Surface Elevation: N.A.
FIELD DATA LABORATORY DATA
U)U) Sampling Type: Intermittent
3: 3: o
0
Fmm o
F z w = ii N
w w a_ ° (7
y a z p p w GROUNDWATER INFORMATION: z F ~ z w ° tz O
w
o aoo ° o J ?' ? � z
J w ° z z Seepage Encountered During Drilling(feet): None v J U U w (7 Fn
d -j 2E 0- = o d Q ^ Depth to Top of Water Upon Completion(feet): Dr w co co O W Q
w o r Q ~CO DESCRIPTION OF STRATUM >Q J J z a z F o w
° (n(n (n 0_ F Z (n d D D (n o(n
P4.0 Brown and tan intermixed clay and calcareous clay with tan
N16 limestone- FILL
7
P4.5+
5 P4.5+ 5
Tan calcareous CLAY(CL)with tan limestone seams
N32 10
4 44 5
P4.5+
10
12
Tan LIMESTONE
15 T100/2"
18
Gray LIMESTONE
20
T100/
0.5"
25 T100/ 25
0.5" BORING TERMINATED AT 25 FEET
30
35
REMARKS: , //
TUBE AUGER SPLIT- ROCK TH� NO
SAMPLE SAMPLE SPOON CORE PEN RECOVERY
Plate 3
LOG OF BORING NO. B-4
Report No: G20-3545 Date Sampled: 6/9/2020
Reference: Proposed Multifamily Development Location: See Plate A-1
Fort Worth, Texas Surface Elevation: N.A.
FIELD DATA LABORATORY DATA
U)U) Sampling Type: Intermittent
3: 3: o
0
Fmm o
F z w = ii N
w w a_ ° (7
y a z p p w GROUNDWATER INFORMATION: z F ~ z w ° tz O
w
o aoo ° o J ?' ? � z
J w ° z z Seepage Encountered During Drilling(feet): None v J U U w (7 Fn
d -j 2E 0- = o d Q ^ Depth to Top of Water Upon Completion(feet): Dr w co co O W Q
w o r Q ~CO DESCRIPTION OF STRATUM Q J J z a z F o w
Brown, dark brown and tan clays with gravel- Possible FILL 5
P4.5+
N17 17
4
Tan calcareous CLAY(CL)with occasional calcium pockets 45 7
5 P4.5+ and calcareous fragments
N34 17
-with tan limestone seams below 8 feet
N50/6" 10 $
10 Tan LIMESTONE
15 T100/
2.5"
20 T100/ 20
Gray LIMESTONE
25 T100/
0.5"
30 T100/1" 30
BORING TERMINATED AT 30 FEET
35
REMARKS: , //
TUBE AUGER SPLIT- ROCK TH� NO
SAMPLE SAMPLE SPOON CORE PEN RECOVERY
Plate 4
LOG OF BORING NO. B-5
Report No: G20-3545 Date Sampled: 6/9/2020
Reference: Proposed Multifamily Development Location: See Plate A-1
Fort Worth, Texas Surface Elevation: N.A.
FIELD DATA LABORATORY DATA
U)U) Sampling Type: Intermittent
3: 3: o
0
Fmm o
F z w = ii N
w w a_ ° 0
y a z p p w GROUNDWATER INFORMATION: z F ~ z w ° tz O
w
o aoo ° o J ?' ? � z
J w ° z z Seepage Encountered During Drilling(feet): None v J U U w (7
d -j 2E 0- = o d Q ^ Depth to Top of Water Upon Completion(feet): Dr w co co O W Q
w o r Q ~CO DESCRIPTION OF STRATUM Q J J z a z F o w
Brown and tan intermixed clay and sandy clay with gravel 8
and asphalt- FILL
N12 16
N10 4
5
N14 - increase in asphalt below 6 feet 11
s
Tan calcareous CLAY(CL)with tan limestone seams
N30 12
10 10
Tan LIMESTONE
15 VT100/2"
20 T T100/1"
21
Gray LIMESTONE
25 T100/1"
30 T100/ 30
0.5" BORING TERMINATED AT 30 FEET
35
REMARKS: , //
TUBE AUGER SPLIT- ROCK TH� NO
SAMPLE SAMPLE SPOON CORE PEN RECOVERY
Plate 5
LOG OF BORING NO. B-6
Report No: G20-3545 Date Sampled: 6/9/2020
Reference: Proposed Multifamily Development Location: See Plate A-1
Fort Worth, Texas Surface Elevation: N.A.
FIELD DATA LABORATORY DATA
U)U) Sampling Type: Intermittent
3: 3: o
0
Fmm o
F z w = ii N
w w a_ ° (7
y a z p p w GROUNDWATER INFORMATION: z F ~ z w ° tz O
w
o aoo ° o ?' ? � z
w ° z z Seepage Encountered During Drilling(feet): None v � U U w (7 Fn
d -j 2E 0- = o d Q ^ Depth to Top of Water Upon Completion(feet): Dr w co co O W Q
w o r Q ~CO DESCRIPTION OF STRATUM Q J J z a z F o w
° (n(n (n 0_ F Z (n J 0_ a_ D (n o(n
Brown and dark brown clays with gravel- Possible FILL 16 60 23 37
P4.5+
2
Reddish brown alternating CLAY(CH)and SANDY CLAY 19
P4.5 (CL)
5
5 P4.5
6
Tan calcareous CLAY(CL) 13
P3.0
7
P4.0
10 10
Tan LIMESTONE
15 T T100/
2.5"
20 T100/1"
21
Gray LIMESTONE
25 T100/
0.5"
30 T100/ 30
0.5" BORING TERMINATED AT 30 FEET
35
REMARKS: , //
TUBE AUGER SPLIT- ROCK TH� NO
SAMPLE SAMPLE SPOON CORE PEN RECOVERY
Plate 6
LOG OF BORING NO. B-7
Report No: G20-3545 Date Sampled: 6/9/2020
Reference: Proposed Multifamily Development Location: See Plate A-1
Fort Worth, Texas Surface Elevation: N.A.
FIELD DATA LABORATORY DATA
U)U) Sampling Type: Intermittent
3: 3: o
0
Fmm o
F z w = ii N
w w a_ ° 0
y a z p p w GROUNDWATER INFORMATION: z F ~ z w ° tz O
w
o aoo ° o J ?' ? � z
J w ° z z Seepage Encountered During Drilling(feet): None v J U U w (7 Fn
d -j 2E 0- = o d Q ^ Depth to Top of Water Upon Completion(feet): Dr w co co O W Q
w o r Q ~CO DESCRIPTION OF STRATUM Q J J z a z F o w
Brown clays with gravel- Possible FILL 14
P4.5+
2
Reddish brown alternating CLAY(CH)and SANDY CLAY 18 48 20 28
P4.5+ (CL)with a trace of calcareous nodules
5 P4.5+
6
Brown and tan calcareous CLAY(CL) 13
P4.5+
9
10
T100/2" Tan LIMESTONE
15 T T100/
1.5"
20 T100/
1.5"
22
Gray LIMESTONE
25 T100/1"
30 T100/ 30
0.5" BORING TERMINATED AT 30 FEET
35
REMARKS: , //
TUBE AUGER SPLIT- ROCK TH� NO
SAMPLE SAMPLE SPOON CORE PEN RECOVERY
Plate 7
TERMS AND SYMBOLS USED ON BORING LOGS
r Consistency of Fine-Grained Soils Relative Density of
Coarse-Grained Soils
Descriptive Term Unconfined Standard Penetration Descriptive Term
(Consistency) Compressive Strenqth (Blows/Foot) (Relative Density)
VERY SOFT Less than 0.25 0-4 Very Loose
SOFT 0.25 to 0.5 4-10 Loose
FIRM 0.5 to 1 10-30 Medium
STIFF 1 to 2 30-50 Dense
VERY STIFF 2 to 4 Over 50 Very Dense
HARD Greater than 4
Grain Size Terminology Relative Proportion of Fines
Major Component Percent by
of Sample Particle Size Descriptive Term Dry Weight
BOULDERS: 12 in. diameter or larger TRACE 1-10
` COBBLES: 3 in. to 12 in. diameter LITTLE 11-20
I GRAVEL: Coarse 0.75 in. to 3 in. SOME 21-35
Fine 0.2 in. to 0.75 in. AND 36-50
SAND: Coarse 2 mm to 4.75 mm
Medium 0.4 mm to 2 mm
Fine 0.07 mm to 0.4 mm
SILT: 0.002 mm to 0.07 mm
CLAY: 0.002 mm or smaller
Soil and Rock Symbols
Clay Sandy Clay Clayey Sand Sand Sandstone Fill
a 11
Gray Limestone Tan Limestone Shale Sandy Shale Gravel Silty Sand
REFERENCES:
ASTM D 2487
L Peck, Hanson, and Thornburn, (1974), Foundation Engineering
! #rtG 0 PLATE B
Fi��17O
ADDEDDIX
0
FARGO Report No. G20-3545 � �
Fi7
❑IELD EX❑L❑RATI❑❑
A total of 7 sample borings were advanced in the subject study area to the depths shown
on the Log of Borings (Plates 1 through 7), in the report Illustrations. Borings were advanced
at approximate locations shown on the Location Plan (Plate A-1).
A hand-held GPS along with general landmarks, which could be identified in the field and
as shown on the provided site plan was used to mark the borings. Therefore, the boring
locations shown on Plate A-1 should be considered accurate only to the degree implied by
the methods used to mark their locations. Surveying services to determine coordinates and
surface elevations of the borings were beyond the scope of this study.
Borings were advanced between sampling intervals using continuous flight augers. The
following sampling and field testing were performed during field operation.
• Shelby tube sampler (ASTM D-1587).
• TxDOT Cone Penetration Test.
• Split-spoon sampler/Standard Penetration Test (ASTM D 1586).
One representative portion of each sample was sealed in a plastic bag and transported to
our laboratory in waxed core boxes for further visual examination and testing. Water
observations were made during and at the completion of field operations. Boreholes were
backfilled with on-site soils at the completion of field operations.
A record of field observations was maintained in the form of field logs by the drill crew
visually describing the subsurface materials encountered, interpretation of the subsurface
materials transition, and other pertinent field data. Subsurface conditions encountered at
each of the boring locations and boring depths are shown on Log of Borings. Material's
descriptions presented on the logs are based on evaluation of the laboratory test results,
visual examination of the samples in our laboratory, and data and information obtained in
the field. Descriptions of terms and symbols used on the logs are presented on Plate B
after the Log of Borings.
Appendix C-1
0
FARGO Report No. G20-3545 # I� �
7
LA❑❑RAT❑R❑ TESTI❑❑
Samples obtained from the borings were visually examined in the laboratory by a
geotechnical engineer and tests were assigned on selected samples. Tests presented
below, were performed by laboratory technicians under the direction of the engineer, in
general accordance with the applicable ASTM procedures.
• Hand Penetrometer Resistance.
• Moisture Content
• Liquid and Plastic Limits
• Dry Unit Weight
• Unconfined Compressive Strength
• Absorption Swell
Absorption swell test was performed on selected samples of cohesive soils to further
evaluate volume change potential at in-situ soil moisture levels. The results of routine
laboratory tests are presented on the individual Log of Borings. The results of absorption
swell test are presented below:
❑❑ri❑❑ SEE[Ile De❑EIL I❑idd M❑isEUre ❑i❑d MEisEUre S❑ell
❑❑❑ ❑be= =❑ =❑ =❑
B-1 2-4 13 20 3.6
B-2 8-10 18 21 1.1
B-4 4-6 16 19 1.6
B-6 2-4 19 24 4.8
B-6 6-8 13 17 0.6
B-7 2-4 18 23 3.7
Appendix C-2
01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
SECTION 0160 00
PRODUCT REQUIREMENTS
PART1 - GENERAL
1.1 SUMMARY
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:
https:Happs.fortworthtexas.2ov/ProiectResources/and following the directory
path: 02 -Construction Documents\Standard Products List
A. Only products specifically included on City's Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
B. Any specific product requirements in the Contract Documents supersede similar
products included on the City's Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City's Standard Product List.
C. Although a specific product is included on City's Standard Product List,not all
products from that manufacturer are approved for use,including but not limited to,that
manufacturer's standard product.
D. See Section 01 33 00 for submittal requirements of Product Data included on City's
Standard Product List.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS
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
4nl2014 M.Domenech Revised for DAP application
03/20/2020 1 D.V.Magana Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City's website.
CITY OF FORT WORTH Magnolia Trinity
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS
Revised March 20,2020
CITY OF FORT WORTH
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.
Approvali. Classsification Manufacturer ModelNo. National
W &Sewer-Manholes&Bases/Components 33-39-10 ev 2/
07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adcka Ultra-Seal P-201 ASTM D2240/D412/D792
04/26/00 33 05 13 Offset Joint for 4 Diam.MH Hanson Concrete Products Drawing No.35-0048-001
04/26/00 33 05 13 Profile Gasket for T Diam.MH Press-Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH
1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech,Inc HOPE Adjustment Ring Traffic and Non-traffic area
5113105 33 05 13 Manhole External Wrap Canusa-CPS WrapidSeal Manhole Encapsulation System
Water&Sewer-Manholes&Bases/Fiberglass 33-39-13(1/8/13)
1/26/99 33 39 13 IFibffglass Manhole Fluid Containment,Inc. Flowtite ASTM 3753 Non-traffic area
08/30/06 33 39 13 jFiberglass Manhole L.F.Manufacturing I I Non-traffic area
Water&Sewer-Manholes&Bases/Frames&Covers/Rectangular 33-05-13(Rev 2/3/16)
33 05 13 IManhole Frames and Covers Westem Iron Works,Bass&Hays Foundry 1 1001 24"x40"WD
Water&Sewer-Manholes&Bases/Frames&Covers/Standard(Round) 33-05-13(Rev 21 16)
33 05 13 Manhole Frames and Covers Western Iron Works,Bass&Hays Foundry 30024 24"Dia.
33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24"Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48&AASHTO M306 24"Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Found R-165-LM n ed ASTM A48&AASHTO M306 24"Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48&AASHTO M306 30"Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-LM(Hinged) ASTM A48&AASHTO M306 30"dia.
33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N
33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N
33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24"dia.
33 05 13 Manhole Frames and Covers Neenah Casting 24"dia.
10/31/06 33 05 13 Manhole Frames and Covers(Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24"Dia.
7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines(Pamrex/rexus) RE32-R8FS 30"Dia.
01/31/06 33 05 13 30"Dia.MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASHTO M306-04 30"Dia.
11/02/10 33 05 13 30"Dia.MH Ring and Cover Sigma Corporation MH1651FWN&MH16502 30"Dia
07/19/11 33 05 13 30"Dia.MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30"Dia
08/10/11 33 05 13 30"Dia.MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30"Dia
30"ERGO XL Assembly
10/14/13 33 05 13 30"Dia.MH Ring and Cover(Hinged&Lockable) East Jordan Iron Works with Cam Lock/MPIC/T-Gasket ASSHTO M105&ASTM A536 30"Dia
06/01/17 3405 13 30"Dia.MH Ring and Cover(Hinged&Lockable)Cl SIP Industries 2280(32") ASTM A 48 30"Dia.
CAP-ONE-30-FTW,Composite,w/Lock
09/16/19 33 05 13 30"Dia.MH Ring and Cover Composite Access Products,L.P. w/o Hin 30"Dia.
10/07/21 3405 13 30"Dia.MH Ringand Cover Trumbull Manufacturing32"30"Frame and Cover 30"Dia.
Water&Sewer-Manholes&Bases/Frames&Covers/Water Tight&Press t 33-05-13(Rev 2/
33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamti ht 24"Dia.
33 05 13 Manhole Frames and Covers Neenah Casting 24"Dia.
33 05 13 Manhole Frames and Covers Western Iron Works,Bass&Has Found 300-24P 24"Dia.
33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24"Dia.
03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24"Dia.
04/20/01 33 05 13 Manhole Frames and Covers SIP Seram ore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24"Dia.
Wat11F&Sewer-Manholes&Bases/Precast Concrete(Rev 1/8/13
33 39 10 IManhole,Precast Concrete Hydro Conduit CorpSPL Item#49 ASTM C 478 48"
33 39 10 Manhole,Precast Concrete Wall Concrete Pipe Co.Inc. ASTM C-443 48"
09/23/96 33 39 10 Manhole,Precast Concrete Concrete Product Inc. 48"I.D.Manhole w/32"Cone ASTM C 478 48"w/32"cone
05/08/18 33 39 10 Manhole,Precast Concrete The Turner Company 48",60"I.D.Manhole w/32"Cone ASTM C 478 48",60"
10/27/06 33 39 10 Manhole,Precast Concrete Oldcastle Precast Inc. 48"I.D.Manhole w/24"Cone ASTM C 478 48"Diam w 24"Ring
06/09/10 33 39 10 Manhole,Precast(Reinforced Pol mer Concrete US Composite Pie Reinforced Polymer Concrete ASTM C-76 48"to 72"
09/06/19 33 3920 Manhole,Precast Concrete Forterra Pipe and Precast 60"&72"I.D.Manhole w/32"Cone ASTM C-76 60"&72"
10/07/21 32 39 20 Manhole,Precast Concrete Forterra Pipe and Precast 48"I.D.Manhole w/32"Cone ASTM C-77 48"
10/07/21 1 33 2222 Manhole,Precast(Reinforced Polymer)Concrete Armorock 48"&60"I.D.Manhole w/32"Cone 48"&60"
10/07/21 33 3920
Manhole,Precast(Hybrid)Polymer&PVC Predl Systems 48"&60"I.D.Manhole w/32"Cone 48"&60"Non Traffic Areas
Water&Sewer-Manholes&Bases/Rehab Svstems/Cementiitious
E1-14 Manhole Rehabs stems Quadex
04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials,Inc. Reliner MSP
E1-14 Manhole Rehab Systems AP/M Permaform
4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System
5/12/03 E1-14 Manhole Rehabs stem i Pol-tri lex Technologies MH repair product to stop infiltration ASTM D5813
08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc.Use
Wat er-Manholes&Bases/Rehab S stems/NonCementiitious
05/20/96 E1-14 IManhole Rehab Systems Sprayrog, Spray Wall Polymethane Coating ASTM D639/D790
E1-14 Manhole Rehab Systems Sun Coast
For Exterior Coating of Concrete
12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100(Asphatic Emulsion) Structures Only
01/31/06 Coatings for Corrosion Protection Chesterton Arc 791,S1HB,Sl,S2 Acid Resistance Test Sewer Applications
8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications
08/30/06 Coatings for Corrosion Protection Citadel SLS-30 Solids Epoxy Sewer Applications
33 05 16,33 39 10, RR&C Dampproofing Non-Fibered Spray For Exterior Coating of Concrete
03/19/18 33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams Grade(Asphatic Emulsion) Structures Only
*From Original Standard Products List 1
CITY OF FORT WORTH
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.
Approvali. Classsification Manufacturer ModelNo. National
&Sewer-Manhole Inserts-Field Operations Use Onl ev 2/3/16
33 05 13 Manhole Insert Knutson Enterprises Made to Order-Plastic ASTM D 1248 For 24"dia.
33 05 13 Manhole Insert South Western Packaging Made to Order-Plastic ASTM D 1248 For 24"dia.
33 05 13 Manhole Insert Noflow-Inflow Made to Order-Plastic ASTMD 1248 For 24"dia.
09/23/96 33 05 13 Manhole Insert Southwestern Packing&Seals,Inc. LifeSaver-Stainless Steel For 24"dia.
09/23/96 33 05 13 Manhole Insert Southwestern Packing&Seals,Inc. TetherLok-Stainless Steel For 24"dia
Water&Sewer-Pil2e Casing S12acelL 33-05-24 07/01/13
11/04/02 Steel Band Casing Spacers Advanced Products and Systems,Inc. Carbon Steel Spacers,Model SI
02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems,Inc. Stainless Steel Spacer,Model SSI
04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers
09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48"
09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel 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)
03/19/18 Casing Spacers BWM FB-12 Casing Spacer(Coated Carbon Steel)
for Non_pressure Pipe and Grouted Casing
03/29/22 1 33 05 13 Casing Spacers CCI Pipeline Systems CSC12,CSS12
Water&Sewenw Pines/Ductile Iron 33-11-10 1/8/13
* 33 11 10 Ductile Iron Pipe Griffin Pipe Products,Co. Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150,C151 3"thru 24"
08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe(Bell Spigot) AWWA C150,C151 4"thou 30"
08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring(Restrained Joint) AWWA C150,C151 4"thru 30"
* 33 11 10 Ductile Iron Pipe U.S.Pipe and Foundry Co. AWWA C150,C151
* 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150,C151
Water&Sewer-Utility Line Marker(08/24/2018)
Sewer-Coatings/Epoxy 33-39-60(01/08/13)
02/25/02 Epoxy Lining System Sauereisen,Inc S—Gard 21ORS LA County#210-1.33
12/14/01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series
04/14/05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTMB-117 Ductile Iron Pipe Only
01/31/06 Coatings for Corrosion Protection Chesterton Arc 791,S1HB,Sl,S2 Acid Resistance Test Sewer Applications
8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications
Sewer-Coatiings/Polyurethane
Sewer-Combination Air Valves
05/25/18 1 33-31-70 jAir Release Valve A.R.I.USA,Inc. D025LTP02(Composite Body) 2"
Sewer-Pi es/
E1-04 Conc.Pipe,Reinforced Wall Concrete Pipe Co.Inc. ASTM C 76
E1-04 Conc.Pipe,Reinforced Hydro Conduit Corporation Class III T&G,SPL Item#77 ASTM C 76
E1-04 Conc.Pipe,Reinforced Hanson Concrete Products ASTM C76
E1-04 Conc.Pipe,Reinforced Concrete Pipe&Products Co.Inc. ASTM C 76
Sewer-Pipe E ethod 3-31-23 01/18/13
PIM System PIM Corporation Polyethylene PIM Corp.,Piscata Way,N.J. Approved Previously
McConnell Systems McLat Construction Polyethylene Houston,Texas Approved Previously
TRS Systems Trenchless Replacement System Polyethylene Calgary,Canada Approved Previously
Sewer-Pipe/Fiberglass Reinforced Pipe 33-31-13 I/8/13
7/21/97 33 31 13 Cent Cast Fiberglass(FRP) Hobas Pipe USA,Inc. Hobas Pipe(Non-Pressure) ASTM D3262/D3754
03/22/10 33 31 13 Fiberglass Pipe(FRP) Ameron Bondstrand RPMP Pipe ASTM D3262/D3754
04/09/21 Glass-Fiber Reinforced Polymer Pipe(FRP) Thompson Pipe Group Thompson Pipe(Flowtite) ASTM D3262/D3754
4/14/05 Polymer Modified Concrete Pipe Amitech USA Meyer Polycrete Pipe ASTM C33,A276,F477 8"to 102",Class V
06/09/10 E1-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76
Sewer-Pipes/HDPE 33-31-23(1/8/13)
High-density polyethylene pipe Phillips Driscopipe,Inc. Opticore Ductile Polyethylene Pipe ASTMD 1248 8"
High-density polyethylene pipe PI-co Inc. ASTMD 1248 8"
High-density polyethylene pipe Polly Pipe,Inc. ASTM D 1248 8"
High-density polyethylene pipe CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTMD 1248
Sewer-Pipes/PVC(Pressure Sewer)33-11-12(4/1/13)
12/02/11 1 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4"thru 12"
10/22/14 1 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4"thru 12"
*From Original Standard Products List 2
CITY OF FORT WORTH
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.
Approvali. Classsification Manufacturer ModelNo. National
Sewer-Pipes PVC*L%M§20(7/1/13)
33-31-20 PVC Sewer Pie J-M Manufacturing Co.,Inc. JM Eagle) SDR-26 ASTM D 3034 4"-15"
12/23/97* 33-31-20 PVC Sewer Pie Diamond Plastics Corporation SDR-26 ASTM D 3034 4"thru 15"
33-31-20 PVC Sewer Pie Lamson V lon Pie ASTM F 789 4"thou 15"
01/18/18 33-31-20 PVC Sewer Pie Vin(tech PVC Pie Gravity Sewer ASTM D3034 4"thru 15"
11/11/98 33-31-20 PVC Sewer Pie Diamond Plastics Corporation "S"Gravity Sewer Pie ASTM F 679 18"to 27"
33-31-20 PVC Sewer Pie J-M Manufacturing Co,Inc. JM Eagle) SDR 26/35 PS 115/46 ASTM F 679 18"-28"
09/11/12 33-31-20 PVC Sewer Pie Pi elife Jet Stream SDR-26 and SDR-35 ASTM F-679 18"
05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation SDR 26/35 PS 115/46 ASTM F-679 18"to 48"
04/27/06 33-31-20 PVC Sewer Fittings Haoco SDR-26 and SDR-35 Gasket Fittings ASTM D-3034,D-1784,etc 4"-15"
* 33-31-20 PVC Sewer Fittings Plastic Trends,Inc.(Westlake) Gasketed PVC Sewer Main Fittings ASTM D 3034
3/19/2018 33 31 20 PVC Sewer Pie Pi elife Jet Stream SDR 35 ASTM F679 18"-24"
3/19/2018 33 31 20 PVC Sewer Pie Pi elife Jet Stream SDR 26 ASTM D3034 4"-15"
3/29/2019 33 31 20 Gasketed Fittings(PVC) GPK Products,Inc. SDR 26 ASTM D3034/17-679 4"-15"
10/21/2020 33 31 20 PVC Sewer Pie NAPCO estlake SDR 26 ASTM D3034 4"-15"
10/22/2020 33 31 20 1PVC Sewer Pie i Sanderson Pipe Corp. SDR 26 ASTM D3034 4"-15"
10/21/2020 1 33 31 20 JPVC Sewer Pie NAPCO estlake SDR 26/35 PS 115/46 ASTM F-679 18"-36"
Sewer-Pines/Rehab/CIPP 33-31-12(Ol/18/131NONE-
Cured in Place Pie Insituform Texark,Inc ASTM F 1216
05/03/99 Cured in Place Pie National E-notech Group National Liner, SPL Item#27 ASTM F-1216/D-5813
05/29/96 Cured in Place Pie Reynolds Inc/Inliner Technolgy unliner USA Inliner Technology ASTM F 1216
Sewer-Pims/Rehab/Fold&Form
Fold and Forth Pie Cullum Pipe Systems,Inc.
11/03/98 Fold and Forth Pie Insituform Technologies,Inc. Insitufortn"NuPI e" ASTM F-1504
Fold and Form Pie American Pipe&Plastics,Inc. Demo.Purpose Only
12/04/00 Fold and Form Pie Ultraliner Ultraliner PVC Alloy Pi eliner ASTM F-1504,1871,1867
06/09/03 IFold and Form Pie Miller Pipeline Corp. EX Method ASTM F-1504,F-1947 Up to 18"diameter
Sewer-Pines/Open ProfiM Large Diameter
09/26/91 E100-2 PVC Sewer Pipe,Ribbed Lamson V lon Pie Carlon V lon H.C.Closed Profile Pipe, ASTM F 679 18"to 48"
09/26/91 E100-2 PVC Sewer Pipe,Ribbed Extrusion Technologies,Inc. Ultra-Rib Open Profile Sewer Pie ASTM F 679 18"to 48"
E100-2 PVC Sewer Pipe,Ribbed U onor ETI Company
11/10/10 100-2 Polypropylene P Sewer Pipe,Double Wall Advanced Drainage Systems ADS SaniTite HP Double Wall(Corrugated) ASTM F 2736 24"-30"
11/10/10 100-2 Polypropylene P Sewer Pipe,Triple Wall Advanced Drainage Systems ADS SaniTite HP Triple Wall Pie ASTM F 2764 30"to 60"
05/16/11 Steel Reinforced Polyethylene Pie ConTech Construction Products Durmaxx ASTM F 2562 24"to 72"
Water-Aouurtenances 33-12-10(07/OL 31
01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AW WA C800 1"-2"SVC,up to 24"Pipe
08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle
07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double SS Strap DI Saddle AW WA C800 1"-2"SVC,up to 24"Pipe
10/27/87 Curb Stops-Ball Meter Valves McDonald 6100M,6100MT&61OMT 3/4"and 1"
10/27/87 Curb Stops-Ball Meter Valves McDonald 4603B,4604B,6100M,610OTM and 6101M 1 SV'and 2"
FB600-7NL,FB1600-7-NL,FV23-777-W-NL,
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co.,Inc. L22-77NL AW WA C800 2"
FB600-6-NL,FB1600-6-NL,FV23-666-W-
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co.,Inc. NL,L22-66NL AW WA C800 1-1/2"
FB600-4-NL,FB1600-4-NL,B11-444-WR-
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co.,Inc. NL,B22444-WR-NL,L28-44NL AW WA C800 1"
B-25000N,B-24277N-3,B-20200N-3,H- AW WA C800,ANSF 61,
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co.,Ltd. 15000N,,H-1552N,H142276N ANSI/NSF 372 2"
B-25000N,B-20200N-3,B-24277N-3,H- AW WA C800,ANSF 61,
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co.,Ltd. 15000N,H-14276N,H-15525N ANSI/NSF 372 1-1/2"
B-25000N,B-20200N-3,H-15000N,H- AW WA C800,ANSF 61,
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co.,Ltd. 15530N ANSI/NSF 372 1"
01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries,Inc. #406 Double Band SS Saddle 1"-2"Taps on up to 12"
0/5/21/12 3342-25 Tapping Sleeve Coated Steel JCM Industries,Inc. 412 Tapping Sleeve ESS AW WA C-223 Up to 30"w/12"Out
03/29/22 3342-25 Tapping Sleeve Coated or Stainless Steel JCM Industries,Inc. 415 Tapping Sleeve AW WA C-223 Concrete Pipe Only
05/10/11 Tapping Sleeve Stainless Steel Poweoseal 3490AS lane&3490MJ 4"-8"and 16"
02/29/12 3342-25 Tapping Sleeve Coated Steel Romac FTS 420 AW WA C-223 Up to 42"w/24"Out
02/29/12 3342-25 Tapping Sleeve Stainless Steel Romac SST Stainless Steel AW WA C-223 Up to 24"w/12"Out
02/29/12 33-12-25 ITapping Sleeve Stainless Steel Romac SST III Stainless Steel AW WA C-223 Up to 30"w/12"Out
05/10/11 Joint Repair Clam Poweoseal 3232 Bell Joint Repair Clam 4"to 30"
Plastic Meter Box w/Com osite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTW
Plastic Meter Box w/Com osite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW
08/30/06 Plastic Meter Box w/Com osite Lid DFW Plastics Inc. DFW65C-14-lEPAF FTW Class"A"
Concrete Meter Box Bass&Has CMB37-B12 1118 LID-9
Concrete Meter Box Bass&Has CMB-18-Dual 1416 LID-9
Concrete Meter Box Bass&Has CMB65-1365 1527 LID-9
Water-Bolts is and Gaskets 33-11-05 01/08/13
*From Original Standard Products List 3
CITY OF FORT WORTH
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.
Approvali. Classsification Manufacturer ModelNo. National
Water-Combination Air Release 33-31-70(O1/08/13)
* E1-11 Combination Air Release Valve GA Industries,Inc. Empire An and Vacuum Valve,Model 935 ASTM A 126 Class B,ASTM A 1"12"
240-float,ASTM A 307-Cover
Bolts
E1-11 Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves,Model No. 1/2",1"&2"
E1-11 Combination Air Release Valve Valve and Primer Corp. APCO#143C,#145C and#147C 1",2"&3"
Water-Dry Barrel Fire Hvdrants 33-12-40 L011151141
10/01/87 E442 Dry Bagel Fire Hydrant American-Darling Valve Drawing Nos.90-18608,94-18560 AWWA C-502
03/31/88 E-1-12 Dry Bagel Fire Hydrant American Darling Valve Shop Drawing No.94-18791 AWWA C-502
09/30/87 E-1-12 Dry Bagel Fire Hydrant Clow Corporation Shop Drawing No.D-19895 AWWA C-502
01/12/93 E442 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502
08/24/88 E442 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435,D20436,B20506 AWWA C-502
E442 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No.D-80783FW AWWA C-502
09/24/87 E442 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No.13476 AWWA C-502
Shop Drawings No.6461
10/14/87 E-1-12 Dry Barrel Fire HyBrant Mueller Company A-423 Centurion AWWA C-502
Shop Drawing FH-12
01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Super Centurion 200 AWWA C-502
10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S.Pipe&Foundry Shop Drawing No.960250 AWWA C-502
09/16/87 E442 Dry Barrel Fire Hydrant Waterous Company Shop Drawing No.SK740803 AWWA C-502
08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ(East Jordan Iron Works) WaterMaster 5CD250
Wat -Meters
02/05/93 E101-5 IDetector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4"-10"
08/05/04 1 iMagnetic Drive Vertical Turbine I Hersey Magnetic Drive Vertical I AWWA C701,Class 1 3/4"-6"
Water-Pipes/PVC(Pressure Water)33-31-70(01/08/13)
AWWA C900,AWWA C605,
01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14 ASTMD1784 4"42"
3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"42"
3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24"
5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"42"
5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-1"
AWWA C900-16
12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co.,Inc d/b/a JM Eagle DR 14 UL 1285 4"28"
ANSI/NSF 61
FM 1612
AWWA C900-16
12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co.,Inc d/b/a JM Eagle DR 18 UL 1285 16"-1"
ANSI/NSF 61
FM 1612
9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4"-8"
9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Wesflak) DR18 AWWA C900 16"-I"
9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlak) DR14 AWWA C900 4"-12"
9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"-12"
Wat s/Valves&Fittings/Ductile Iron Fittings 33-11-11 01/08/13
07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products,Inc. Mechanical Joint Fittings AWWA C153&C110
E1-07 Ductile Iron Fittings Griffin Pipe Products,Co. Mechanical Joint Fittings AWWA C 110
E1-07 Ductile Iron Fittings McWane/Tyler Pipe/Union Utilities Division Mechanical Joint Fittings,SSB Class 350 AWWA C 153,C 110,C 111
08/1*1/98 E1-07 Ductile Iron Fittings Sigma,Co. Mechanical Joint Fittings,SSB Class 351 AWWA C 153,C 110,C 112
02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AWWA C153 4"42"
05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AWWA Cl 11IC153 4"to 36"
05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1500 Circle-Lock AWWA Cl 11IC153 4"to 24"
11/09/04 E1-07 IDuStile Iron Joint Restraints One Bolt,Inc. One Bolt Restrained Joint Fitting AWWA C111IC116IC153 4"to 12"
02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron,Inc. Megalug Series 1100(for DI Pip) AWWA C111IC116IC153 4"to 42"
02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron,Inc. Megalug Series 2000(for PVC Pip) AWWA C111IC116IC153 4"to 24"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma,Co. Sigma One-Lok SLC4-SLC10 AWWA C111IC153 4"to 10"
03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma,Co. Sigma One-Lok SLCS4-SLCS12 AWWA C111IC153 4"to 12"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma,Co. Sigma One-Lok SLCE AWWA C111IC153 12"to 24"
08/10/98 E1-07 MJ Fittings(DIP) Sigma,Co. Sigma One-Lok SLDE AWWA C153 4"-I"
10/12/10 E1-24 Interior Restrained Joint System S&B Techncial Products Bulldog System(Diamond Lok 21&JM ASTM F-1624 4"to 12"
08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampor) Mechanical Joint Fittings AWWA C153 4"to 24"
11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products,Inc. PVC Stargrip Series 4000 ASTM A536 AWWA C111
11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products,Inc. DIP Stargrip Series 3000 ASTM A536 AWWA C111
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampor) EZ Grip Joint Restraint(EZD)Black For DIP ASTM A536 AWWA Cl 11 3"-48"
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampor) EZ Grip Joint Restraint(EZD)Red for C900 ASTM A536 AWWA Cl 11 4"42"
DR14 PVC Pipe
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) Grip Joint Restraint(EZD)Red for C900 ASTM A536 AWWA Cl 11 16"-24"
DR18 PVC Pipe
*From Original Standard Products List 4
CITY OF FORT WORTH
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.
Approvali in JIL 'Manufacturer Model No. National
Water-Pi es Valves&Fittin s Resilient Seated Gate Valve*33-12-20 OS/13/15
Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing#94-20247 16'
12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30"and 36"
08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520&2524 SD 94-20255 AWWA C515 20"and 24"
05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 SD 94-2024 AWWA C515 16"
10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500(Ductile lrorn AWWA C515 4"to 12"
08/05/04 Resilient Wedge Gate Valve American Flow Control 42"and 48"AFC 2500 AWWA C515 42"and 48"
05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4"to 12"
01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20"and smaller
E1-26 Resilient Seated Gate Valve Kennedy 4"-12"
E1-26 Resilient Seated Gate Valve M&H 4"-12"
E1-26 Resilient Seated Gate Valve Mueller Co. 4"-12"
11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 SD 6647 AWWA C515 16"
01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" SD 6709 AWWA C515 24"and smaller
05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30"&36",C-515 AWWA C515 30"and 36"
01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42"&48",C-515 AWWA C515 42"and 48"
01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4"-12"
10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16"RS GV SDD-20995 AWWA C515 16"
11/08/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve SD D-21652 AWWA C515 24"and smaller
11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30"&36"C-515 AWWA C515 30"and 36"(Note 3
11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24"to 48"(Note 3
05/08/91 E1-26 Resilient Seated Gate Valve Stockham Valves&Fittings AWWA C 509,ANSI 420-stem, 4"-12"
ASTM A 276 Type 304-Bolts&
E1-26 Resilient Seated Gate Valve U.S.Pipe and Foundry Co. Metroseal 250,requirements SPL#74 3"to 16"
10/26/16 33-12-20 Resilient Seated Gate Valve EJ(East Jordan Iron Works) EJ FI—Maa[ec Gate Valve&Boxes
08/24/18 Matco Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4"to 16"
Wa s/Valves&Fittings/Rubber Seated Butterfly Valve 33-12-21 07/10/14
E1-30 Rubber Seated Butterfly Valve HenryPratt Co. AWWA C-504 24"
E1-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller
1/11/99 E1-30 Rubber Seated Butterfly Valve D—rik Valves Co. AWWA C-504 24"and larger
06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84"diameter
04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500&1450 AWWA C-504 24"to 48"
03/19/18 331221 Rubber Seated Butterfly Valve G.A.Industries Golden Andersorn AWWA C504 Butterfly Valve AWWA C-504 30"-54"
Water-Pol eth lene Enc tfil/08/13
05/12/05 E1-13 PoI3 ethylene Encasment Fl-sol Packaging Fulton Enterprises AWWA C105 8 mil LLD
05/12/05 E143 Polyethylene Encasment Mountain States Plastics SP and AEP Ind. Standard Hardware AWWA C105 8 mil LLD
05/12/05 E143 Polyethylene Encasment AEP Industries Bullstron by Cowtown Bolt&Gasket AWWA C105 8 mil LLD
09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8mil LLD
lin Station
3/12/96 Water Sampling Station Water Plus B20 Water Sampling Station
Water-Automatic Flusher
HG6-A-IN-2-BRN-LPRR(Portabl)
10/21/20 Automated Flushing System Mueller Hydroguard HG2-A-IN--2-PVC-018-LPLG(Perm nent)
04/09/21 jAutomated Flushing System Kupferle Foundry Company Eclipse#9800wc
04/09/21 1 jAutomated Flushing System Kupferle Foundry Company Eclipse#9700(Portable)
*From Original Standard Products List 5