HomeMy WebLinkAboutContract 57418-PM1
352-(&70$18$/
)25
7+(&216758&7,212)
Magnolia Highline Apartments
,35&5HFRUG1RIPRC22-0018
&LW\3URMHFW1R103903
),'1R30114-0200431-103903-E07685
)LOH1RK-2895
;)LOH1R X-27229
0$77,(3$5.(5 'DYLG&RRNH
0D\RU &LW\0DQDJHU
&KULVWRSKHU3+DUGHU3(
'LUHFWRU:DWHU'HSDUWPHQW
:LOOLDP-RKQVRQ
'LUHFWRU7UDQVSRUWDWLRQDQG3XEOLF:RUNV'HSDUWPHQW
3UHSDUHGIRU
7KH&LW\RI)RUW:RUWK
2022
Claymoore Engineering, INC.
Firm #14199
1903 Central Dr., Suite 406
Bedford, TX 76021
3/3/2022
CSC No. 57418-PM1
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 5
CITY OF FORT WORTH
Magnolia Highline Apartments
CPN# 103903
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions Last Revised
00 11 13 Invitation to Bidders 03/20/2020
00 21 13 Instructions to Bidders 03/20/2020
00 41 00 Bid Form 04/02/2014
00 42 43 Proposal Form Unit Price 05/22/2019
00 43 13 Bid Bond 04/02/2014
00 45 11 Bidders Prequalification’s 04/02/2014
00 45 12 Prequalification Statement 09/01/2015
00 45 13 Bidder Prequalification Application 03/09/2020
00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014
00 45 40 Minority Business Enterprise Goal 08/21/2018
00 52 43 Agreement 06/16/2016
00 61 25 Certificate of Insurance 07/01/2011
00 62 13 Performance Bond 01/31/2012
00 62 14 Payment Bond 01/31/2012
00 62 19 Maintenance Bond 01/31/2012
00 72 00 General Conditions 11/15/2017
00 73 00 Supplementary Conditions 07/01/2011
00 73 10 Standard City Conditions of the Construction Contract for Developer
Awarded Projects 01/10/2013
Division 01 - General Requirements Last Revised
01 11 00 Summary of Work 12/20/2012
01 25 00 Substitution Procedures 08/30/2013
01 31 19 Preconstruction Meeting 08/30/2013
01 31 20 Project Meetings 07/01/2011
01 32 33 Preconstruction Video 08/30/2013
01 33 00 Submittals 08/30/2013
01 35 13 Special Project Procedures 08/30/2013
01 45 23 Testing and Inspection Services 03/20/2020
01 50 00 Temporary Facilities and Controls 07/01/2011
01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011
01 57 13 Storm Water Pollution Prevention Plan 07/01/2011
01 60 00 Product Requirements 03/20/2020
01 66 00 Product Storage and Handling Requirements 04/07/2014
01 70 00 Mobilization and Remobilization 04/07/2014
01 71 23 Construction Staking 04/07/2014
01 74 23 Cleaning 04/07/2014
01 77 19 Closeout Requirements 04/07/2014
01 78 23 Operation and Maintenance Data 04/07/2014
01 78 39 Project Record Documents 04/07/2014
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 5
CITY OF FORT WORTH
Magnolia Highline Apartments
CPN# 103903
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Technical Specifications which have been modified by the Engineer specifically for this
Project; hard copies are included in the Project’s Contract Documents
NONE.
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City’s website at:
http://fortworthtexas.gov/tpw/contractors/
or
https://apps.fortworthtexas.gov/ProjectResources/
Division 02 - Existing Conditions Last Revised
02 41 13 Selective Site Demolition 12/20/2012
02 41 14 Utility Removal/Abandonment 12/20/2012
02 41 15 Paving Removal 02/02/2016
Division 03 - Concrete
03 30 00 Cast-In-Place Concrete 12/20/2012
03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012
03 34 16 Concrete Base Material for Trench Repair 12/20/2012
03 80 00 Modifications to Existing Concrete Structures 12/20/2012
Division 26 - Electrical
26 05 00 Common Work Results for Electrical 11/22/2013
26 05 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 10 00 Site Clearing 12/20/2012
31 23 16 Unclassified Excavation 01/28/2013
31 23 23 Borrow 01/28/2013
31 24 00 Embankments 01/28/2013
31 25 00 Erosion and Sediment Control 12/20/2012
31 36 00 Gabions 12/20/2012
31 37 00 Riprap 12/20/2012
Division 32 - Exterior Improvements
32 01 17 Permanent Asphalt Paving Repair 12/20/2012
32 01 18 Temporary Asphalt Paving Repair 12/20/2012
32 01 29 Concrete Paving Repair 12/20/2012
32 11 23 Flexible Base Courses 12/20/2012
32 11 29 Lime Treated Base Courses 12/20/2012
32 11 33 Cement Treated Base Courses 12/20/2012
32 11 37 Liquid Treated Soil Stabilizer 08/21/2015
32 12 16 Asphalt Paving 12/20/2012
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 5
CITY OF FORT WORTH
Magnolia Highline Apartments
CPN# 103903
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
32 12 73 Asphalt Paving Crack Sealants 12/20/2012
32 13 13 Concrete Paving 12/20/2012
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018
32 13 73 Concrete Paving Joint Sealants 12/20/2012
32 14 16 Brick Unit Paving 12/20/2012
32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016
32 17 23 Pavement Markings 11/22/2013
32 17 25 Curb Address Painting 11/04/2013
32 31 13 Chain Fences and Gates 12/20/2012
32 31 26 Wire Fences and Gates 12/20/2012
32 31 29 Wood Fences and Gates 12/20/2012
32 32 13 Cast-in-Place Concrete Retaining Walls 06/05/2018
32 91 19 Topsoil Placement and Finishing of Parkways 12/20/2012
32 92 13 Hydro-Mulching, Seeding, and Sodding 12/20/2012
32 93 43 Trees and Shrubs 12/20/2012
Division 33 - Utilities
33 01 30 Sewer and Manhole Testing 12/20/2012
33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016
33 03 10 Bypass Pumping of Existing Sewer Systems 12/20/2012
33 04 10 Joint Bonding and Electrical Isolation 12/20/2012
33 04 11 Corrosion Control Test Stations 12/20/2012
33 04 12 Magnesium Anode Cathodic Protection System 12/20/2012
33 04 30 Temporary Water Services 07/01/2011
33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013
33 04 50 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
Grade 12/20/2012
33 05 16 Concrete Water Vaults 12/20/2012
33 05 17 Concrete Collars 12/20/2012
33 05 20 Auger Boring 12/20/2012
33 05 21 Tunnel Liner Plate 12/20/2012
33 05 22 Steel Casing Pipe 12/20/2012
33 05 23 Hand Tunneling 12/20/2012
33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 06/19/2013
33 05 26 Utility Markers/Locators 12/20/2012
33 05 30 Location of Existing Utilities 12/20/2012
33 11 05 Bolts, Nuts, and Gaskets 12/20/2012
33 11 10 Ductile Iron Pipe 12/20/2012
33 11 11 Ductile Iron Fittings 12/20/2012
33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018
33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type 12/20/2012
33 11 14 Buried Steel Pipe and Fittings 12/20/2012
33 12 10 Water Services 1-inch to 2-inch 02/14/2017
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
CITY OF FORT WORTH
Magnolia Highline Apartments
CPN# 103903
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
33 12 11 Large Water Meters 12/20/2012
33 12 20 Resilient Seated Gate Valve 12/20/2012
33 12 21 AWWA Rubber-Seated Butterfly Valves 12/20/2012
33 12 25 Connection to Existing Water Mains 02/06/2013
33 12 30 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012
33 12 40 Fire Hydrants 01/03/2014
33 12 50 Water Sample Stations 12/20/2012
33 12 60 Standard Blow-off Valve Assembly 06/19/2013
33 31 12 Cured in Place Pipe (CIPP) 12/20/2012
33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012
33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 12/20/2012
33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013
33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer
Pipe 12/20/2012
33 31 22 Sanitary Sewer Slip Lining 12/20/2012
33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012
33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013
33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 12/20/2012
33 39 10 Cast-in-Place Concrete Manholes 12/20/2012
33 39 20 Precast Concrete Manholes 12/20/2012
33 39 30 Fiberglass Manholes 12/20/2012
33 39 40 Wastewater Access Chamber (WAC) 12/20/2012
33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012
33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011
33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 12/20/2012
33 41 12 Reinforced Polyethlene (SRPE) Pipe 11/13/2015
33 46 00 Subdrainage 12/20/2012
33 46 01 Slotted Storm Drains 07/01/2011
33 46 02 Trench Drains 07/01/2011
33 49 10 Cast-in-Place Manholes and Junction Boxes 12/20/2012
33 49 20 Curb and Drop Inlets 12/20/2012
33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011
Division 34 - Transportation
34 41 10 Traffic Signals 10/12/2015
34 41 10.01 Attachment A – Controller Cabinet 12/18/2015
34 41 10.02 Attachment B – Controller Specification 02/2012
34 41 10.03 Attachment C – Software Specification 01/2012
34 41 11 Temporary Traffic Signals 11/22/2013
34 41 13 Removing Traffic Signals 12/20/2012
34 41 15 Rectangular Rapid Flashing Beacon 11/22/2013
34 41 16 Pedestrian Hybrid Signal 11/22/2013
34 41 20 Roadway Illumination Assemblies 12/20/2012
34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015
34 41 20.02 Freeway LED Roadway Luminaires 06/15/2015
34 41 20.03 Residential LED Roadway Luminaires 06/15/2015
34 41 30 Aluminum Signs 11/12/2013
34 41 50 Single-Mode Fiber Optic Cable 02/26/2016
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 5
CITY OF FORT WORTH
Magnolia Highline Apartments
CPN# 103903
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
34 71 13 Traffic Control 11/22/2013
Appendix
GC-4.01 Availability of Lands
GC-4.02 Subsurface and Physical Conditions
GC-4.04 Underground Facilities
GC-4.06 Hazardous Environmental Condition at Site
GC-6.06.D Minority and Women Owned Business Enterprise Compliance
GC-6.07 Wage Rates
GC-6.09 Permits and Utilities
GC-6.24 Nondiscrimination
GR-01 60 00 Product Requirements
END OF SECTION
'$3%,'352326$/
3DJHRI
7UHQFK6DIHW\ /)
:DWHU3LSH6HOHFW%DFNILOO
/)
:DWHU0HWHUDQG9DXOW ($
[7DSSLQJ6OHHYH 9DOYH ($
:DWHU$EDQGRQPHQW3OXJ LQFOXGLQJ ($
$VSKDOW3DYHPHQW5HSDLU 6<
%LGOLVW,WHP
1R
81,7, :$7(5,03529(0(176
6(&7,21
'HYHORSHU$ZDUGHG3URMHFWV352326$/)250
%LGGHU
V3URSRVDO
'HVFULSWLRQ
727$/81,7, :$7(5,03529(0(176
%LG
4XDQWLW\8QLW3ULFH %LG9DOXH
3URMHFW,WHP,QIRUPDWLRQ
81,735,&(%,' %LGGHU
V$SSOLFDWLRQ
6SHFLILFDWLRQ
6HFWLRQ1R
8QLWRI
0HDVXUH
&,7<2))257:257+
67$1'$5'&216758&7,2163(&,),&$7,21'2&80(176'(9(/23(5$:$5'('352-(&76
)RUP9HUVLRQ0D\ 5HVRXUFHV3B1HZ'HYHORSPHQW5HVRXUFHVB6SHFVDQG&RQWUDFW'RFXPHQWVBB%LG3URSRVDOB'$3[OV
00 42 43
DAP - BID PROPOSAL
Page 2 of 7
Bidlist Item
No.
SECT,21
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description Bid
Quantity Unit Price Bid Value
Project Item Information
81,735,&(%,' %LGGHU
V$SSOLFDWLRQ
Specification
Section No.
Unit of
Measure
1 3331.3201 6" Sewer Service 33 31 50 EA 2 $4,500.00 $9,000.00
2 3305.0114 Manhole Adjustment, Major w/ Cover 33 05 14 EA 1 $1,950.00 $1,950.00
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
81,7,, 6$1,7$5<6(:(5,03529(0(176
727$/81,7,, 6$1,7$5<6(:(5,03529(0(176 $10,950.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 ResourcesP_30 - New Development Resources_Specs and Contract Documents_00 42 43_Bid Proposal_DAP.xls
00 42 43
DAP - BID PROPOSAL
Page 3 of 7
Bidlist Item
No.
6(&7,21
'HYHORSHU$ZDUGHG3URMHFWV352326$/)250
Bidder's Proposal
Description Bid
Quantity Unit Price Bid Value
Project Item Information
81,735,&(%,' %LGder
V$SSOLFDWLRQ
Specification
Section No.
Unit of
Measure
1 9999.0000 Non-Standard Item (Flume) 00 00 00 LS 1 $1,000.00 $1,000.00
2 9999.0001 Steel Plating 00 00 00 SY 25 $40.00 $1,000.00
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
$2,000.00
81,7,,, '5$,1$*(,03529(0(176
727$/81,7,,, '5$,1$*(,03529(0(176
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 ResourcesP_30 - New Development Resources_Specs and Contract Documents_00 42 43_Bid Proposal_DAP.xls
00 42 43
DAP - BID PROPOSAL
Page 4 of 7
Bidlist Item
No.
6(&7,21
'HYHORSHU$ZDUGHG3URMHFWV352326$/)250
Bidder's Proposal
Description Bid
Quantity Unit Price Bid Value
Project Item Information
81,735,&(%,' %LGGHU
V$SSOLFDWLRQ
Specification
Section No.
Unit of
Measure
1 0241.1300 Remove Conc Curb&Gutter 02 41 15 LF 88 $21.25 $1,870.00
2 3213.0302 5" Conc Sidewalk 32 13 20 SF 702 $7.18 $5,040.36
3 3213.0401 6" Concrete Driveway 32 13 20 SF 89 $9.62 $856.18
4 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 5 $50.00 $250.00
5 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 192 $33.73 $6,476.16
6 3471.0001 Traffic Control 34 71 13 MO 1 $1,395.00 $1,395.00
7 3471.0003 Traffic Control Details 34 71 13 EA 1 $495.00 $495.00
8 9999.0002 Brick Paving 00 00 00 LS 1 $3,000.00 $3,000.00
9 3292.0101 Sodding 00 00 00 LS 1 $833.24 $833.24
10 9999.0003 Trees 00 00 00 LS 1 $9,636.88 $9,636.88
11 9999.0004 Tree Grates 00 00 00 LS 1 $28,950.00 $28,950.00
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
$58,802.82
81,7,9 3$9,1*,03529(0(176
T27$/81,7,9 3$9,1*,03529(0(176
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 ResourcesP_30 - New Development Resources_Specs and Contract Documents_00 42 43_Bid Proposal_DAP.xls
00 42 43
DAP - BID PROPOSAL
Page 5 of 7
Bidlist Item
No.
6(&7,21
'HYHORSHU$ZDUGHG3URMHFWV352326$/)250
Bidder's Proposal
Description Bid
Quantity Unit Price Bid Value
Project Item Information
81,735,&(%,' %LGGHU
V$SSOLFDWLRQ
Specification
Section No.
Unit of
Measure
1 2605.3018 2" CONDT PVC SCH 80, Open Cut 26 05 33 LF 455 $21.20 $9,646.00
2 2605.2101 Conduit Box 26 05 33 EA 6 $1,753.00 $10,518.00
3 3441.3028 Furnish/Install Oleander Pole and Luminaire 34 41 20 EA 7 $4,995.00 $34,965.00
4 3441.3037 Furnish/Install 10' - 14' Washington Standard
Light Pole & Fixture LED 34 41 20 EA 1 $4,995.00 $4,995.00
5 3441.3028 Furnish/Install Lifht Pole ATB0 34 41 30 EA 2 $4,523.00 $9,046.00
6 3441.3302 Type 33 B Arm 34 41 30 EA 2 $623.00 $1,246.00
7 3441.3302 Rdw Illum Foundation TY 1 and 7 34 41 33 EA 8 $2,500.00 $20,000.00
8 3441.3302 Rdw Illum Foundation TY 11 34 41 33 EA 2 $3,000.00 $6,000.00
9 9999.0005 Replace Exhibsting Conductors 00 00 00 FT 200 $9.00 $1,800.00
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
$98,216.00
81,79 675((7/,*+7,1*,03529(0(176
T27$/81,79 675((7/,*+7,1*,03529(0(176
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 ResourcesP_30 - New Development Resources_Specs and Contract Documents_00 42 43_Bid Proposal_DAP.xls
00 42 43
DAP - BID PROPOSAL
Page 6 of 7
Bidlist Item
No.
6(&7,21
'HYHORSHU$ZDUGHG3URMHFWV352326$/)250
Bidder's Proposal
Description Bid
Quantity Unit Price Bid Value
Project Item Information
81,735,&(%,' %LGGHU
V$SSOLFDWLRQ
Specification
Section No.
Unit of
Measure
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
43
44
45
46
47
T27$/81,79, 75$)),&6,*1$/,03529(0(176
81,79, 75$)),&6,*1$/,03529(0(176
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 ResourcesP_30 - New Development Resources_Specs and Contract Documents_00 42 43_Bid Proposal_DAP.xls
00 42 43
DAP - BID PROPOSAL
Page 7 of 7
Bidlist Item
No.
6(&7,21
'HYHORSHU$ZDUGHG3URMHFWV352326$/)250
Bidder's Proposal
Description Bid
Quantity Unit Price Bid Value
Project Item Information
81,735,&(%,' %LGGHU
V$SSOLFDWLRQ
Specification
Section No.
Unit of
Measure
This Bid is submitted by the entity named below:
BIDDER: BY:
Cardinal Construction
12333 Sowden Rd.
Ste. B #18732 TITLE:
Houston, TX 77080 DATE:
60
END OF SECTION
UNIT I: WATER IMPROVEMENTS
Bid Summary
Contractor agrees to complete WORK for FINAL ACCEPTANCE within working days after the date when the
CONTRACT commences to run as provided in the General Conditions.
Total Construction Bid
UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS
$10,950.00
$2,000.00
$58,802.82
$98,216.00
$94,214.00
UNIT II: SANITARY SEWER IMPROVEMENTS
UNIT III: DRAINAGE IMPROVEMENTS
UNIT IV: PAVING IMPROVEMENTS
UNIT V: STREET LIGHTING IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 ResourcesP_30 - New Development Resources_Specs and Contract Documents_00 42 43_Bid Proposal_DAP.xls
Christopher M Adams
Project Manager
3/31/22
'$335(48$/,),&$7,2167$7(0(17
3DJHRI
/dzK&&KZdtKZd,
^dEZKE^dZhd/KEWZ Yh>/&/d/KE^dd D Edʹ s >KW ZtZ WZK: d^ ZĞƐŽƵƌĐĞƐWͺϯϬͲEĞǁĞǀĞůŽƉŵĞŶƚZĞƐŽƵƌĐĞƐͺ^ƉĞĐƐĂŶĚŽŶƚƌĂĐƚ
ŽĐƵŵĞŶƚƐͺϬϬϰϱϭϮͺWƌĞƋƵĂůŝĨŝĐĂƚŝŽŶ^ƚĂƚĞŵĞŶƚϮϬϭϱͺWͲhd/>/d/ ^͘ĚŽĐdž
&ŽƌŵsĞƌƐŝŽŶ^ĞƉƚĞŵďĞƌϭ͕ϮϬϭϱ
6(&7,21
'$3±35(48$/,),&$7,2167$7(0(17
(DFK%LGGHULVUHTXLUHGWRFRPSOHWHWKHLQIRUPDWLRQEHORZE\LGHQWLI\LQJWKHSUHTXDOLILHGFRQWUDFWRUV
DQGRUVXEFRQWUDFWRUVZKRPWKH\LQWHQGWRXWLOL]HIRUWKHPDMRUZRUNW\SH V OLVWHG,QWKH³0DMRU:RUN
7\SH´ER[SURYLGHWKHFRPSOHWHPDMRUZRUNW\SHDQGDFWXDOGHVFULSWLRQDVSURYLGHGE\WKH:DWHU
'HSDUWPHQWIRUZDWHUDQGVHZHUDQG73:IRUSDYLQJ
0DMRU:RUN7\SH&RQWUDFWRU6XEFRQWUDFWRU&RPSDQ\1DPH 3UHTXDOLILFDWLRQ
([SLUDWLRQ'DWH
:DWHU6HZHU 6DQ6DED
(OHFWULFDO±6WUHHW/LJKWV 7UDGHPDUN(OHFWULF,QF
7KHXQGHUVLJQHGKHUHE\FHUWLILHVWKDWWKHFRQWUDFWRUVDQGRUVXEFRQWUDFWRUVGHVFULEHGLQWKHWDEOHDERYH
DUHFXUUHQWO\SUHTXDOLILHGIRUWKHZRUNW\SHVOLVWHG
%,''(5
&DUGLQDO&RQVWUXFWLRQ%< BBBBBBBBBBBBBBBBBBBB
6RZGHQ5G
6WH%BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
+RXVWRQ7; 6LJQDWXUH
7,7/( BBBBBBBBBBBBBBBBBBB
'$7( BBBBBBBBBBBBBBBBBBB
(1'2)6(&7,21
&KULVWRSKHU0$GDPV
Christopher M Adams
Project Manager
3/31/22
00 45 2b - I
COi�FTRACTQR COMPLIANCE WITH WORKER'S CQMPENSATION LA1�'
Page l of l
2
�
4
5
6
7
8
9
10
t1
��
13
14
15
16
»
18
19
20
21
22
2a'
24
25
26
27
28
29
3a
3l
�z
33
34
35
36
37
38
39
40
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S C�MPENSATiON LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor cer�ifies that it
provides worker's compensation insurance coverage for all af its employees empioyed on City
Project Na. 103903. Contractor furt�ier certifies that, pursuant to Texas Labor Code, Section
406.096(b), as amended, it wiil provide to City its subcontractor's certificates af compliance with
worker's compensation coverage.
CONTRACTOR:
Cardinal Construction
Company
202 A�ondale Street
Address
Ho us ton, TX 77006
CitylState/Zip
THE STATE OF TEXAS
NmR.R,� ,�
COUNTY OF ��
�y
�
§
ay:� Christopher M Adams
(Please Pri
Signature: .
Project Manager
Title:
(Please Prin�)
BEFORE M�., the undersigned authority, on this day personally appeared
e� Rl�f�i}�IQ M. �.ID I�+M S, known to me to be the person whase name is
subscribed to the foregoing instrurnent, an� acknowledged to me that helshe exec�ted ihe same as
the act and deed af for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEA�, OF OFF`ICE this � day of
�pl , 20
it��+ 't.,`�rrrM.�n�1`,'. �
,•�`�E A P O fi ,
.` � � '-
: Q- . . %
o •'' t�`( P (�e'� C
: �, ,•;`P � �. '`
�� ± ary ublic in and for the taie of Texas
� r'��,� ���."- �oF2�NEA. �ou,a�c��-
� . �� �F�`Z� • END OF SECTION
=;� , o � SZ�. � ,�;
.
a "�' � � o'� ��
'l�f'''Ilff e,�`ey1`11,+'+y,,♦
�� � [�
CIT"Y OF FORT WORTH
STANDAR� CONSTRUCTiON SPECIFICATIQN bOCUMENTS
Revised .Apri] 2, 2014
Magnolia Hrghline Apartments
CPN# 103903
'HYHORSHU$ZDUGHG3URMHFW$JUHHPHQW
3DJHRI
&,7<2))257:257+ Magnolia Highline Apartments
67$1'$5'&216758&7,2163(&,),&$7,21'2&80(176±'(9(/23(5$:$5'('352-(&76&31
5HYLVHG-XQH
6(&7,21
$*5((0(17
7+,6$*5((0(17DXWKRUL]HGRQBBBBBBBBLVPDGHE\DQGEHWZHHQWKH'HYHORSHU
8* 0DJQROLD /3 DXWKRUL]HG WR GR EXVLQHVV LQ 7H[DV ³'HYHORSHU´ DQG &DUGLQDO
&RQVWUXFWLRQ DXWKRUL]HG WR GR EXVLQHVV LQ 7H[DV DFWLQJ E\ DQG WKURXJK LWV GXO\ DXWKRUL]HG
UHSUHVHQWDWLYH ³&RQWUDFWRU´
'HYHORSHUDQG&RQWUDFWRULQFRQVLGHUDWLRQRIWKHPXWXDOFRYHQDQWVKHUHLQDIWHUVHWIRUWKDJUHHDV
IROORZV
$UWLFOH:25.
&RQWUDFWRUVKDOOFRPSOHWHDOO:RUNDVVSHFLILHGRULQGLFDWHGLQWKH&RQWUDFW'RFXPHQWVIRUWKH
3URMHFWLGHQWLILHGKHUHLQ
$UWLFOH352-(&7
7KHSURMHFWIRUZKLFKWKH:RUNXQGHUWKH&RQWUDFW'RFXPHQWVPD\EHWKHZKROHRURQO\DSDUWLV
JHQHUDOO\GHVFULEHGDVIROORZV
0DJQROLD+LJKOLQH$SDUWPHQW
Project Number: 103903BBBBBBBBBBB
$UWLFOH&2175$&77,0(
7LPHLVRIWKHHVVHQFH
$OO WLPH OLPLWV IRU 0LOHVWRQHV LI DQ\ DQG )LQDO $FFHSWDQFH DV VWDWHG LQ WKH &RQWUDFW
'RFXPHQWVDUHRIWKHHVVHQFHWRWKLV&RQWUDFW
)LQDO$FFHSWDQFH
7KH:RUNZLOOEHFRPSOHWHIRU)LQDO$FFHSWDQFHZLWKLQ60ZRUNLQJGD\VDIWHUWKHGDWH
ZKHQWKH&RQWUDFW7LPHFRPPHQFHVWRUXQDVSURYLGHGLQ3DUDJUDSKRIWKH6WDQGDUG
&LW\&RQGLWLRQVRIWKH&RQVWUXFWLRQ&RQWUDFWIRU'HYHORSHU$ZDUGHG3URMHFWV
/LTXLGDWHGGDPDJHV
&RQWUDFWRUUHFRJQL]HVWKDWWLPHLVRIWKHHVVHQFHRIWKLV$JUHHPHQWDQGWKDW'HYHORSHU
ZLOO VXIIHU ILQDQFLDO ORVV LI WKH :RUN LV QRW FRPSOHWHG ZLWKLQWKH WLPHV VSHFLILHG LQ
3DUDJUDSKDERYHSOXVDQ\H[WHQVLRQWKHUHRIDOORZHGLQDFFRUGDQFHZLWK$UWLFOHRI
WKH 6WDQGDUG &LW\ &RQGLWLRQV RI WKH &RQVWUXFWLRQ &RQWUDFW IRU 'HYHORSHU $ZDUGHG
3URMHFWV7KH&RQWUDFWRUDOVRUHFRJQL]HVWKHGHOD\VH[SHQVHDQGGLIILFXOWLHVLQYROYHGLQ
SURYLQJLQDOHJDOSURFHHGLQJWKHDFWXDOORVVVXIIHUHGE\WKH'HYHORSHULIWKH:RUNLVQRW
FRPSOHWHGRQWLPH$FFRUGLQJO\LQVWHDGRIUHTXLULQJDQ\VXFKSURRI&RQWUDFWRUDJUHHV
WKDW DV OLTXLGDWHG GDPDJHV IRU GHOD\ EXW QRW DV D SHQDOW\ &RQWUDFWRU VKDOO SD\
'HYHORSHUZero 'ROODUV 0.00 IRU HDFK GD\ WKDW H[SLUHV DIWHU WKH WLPH VSHFLILHG LQ
3DUDJUDSKIRU)LQDO$FFHSWDQFHXQWLOWKH&LW\LVVXHVWKH)LQDO/HWWHURI$FFHSWDQFH
'HYHORSHU$ZDUGHG3URMHFW$JUHHPHQW
3DJHRI
&,7<2))257:257+ Magnolia Highline Apartments
67$1'$5'&216758&7,2163(&,),&$7,21'2&80(176±'(9(/23(5$:$5'('352-(&76&31
5HYLVHG-XQH
$UWLFOH&2175$&735,&(
'HYHORSHUDJUHHVWRSD\&RQWUDFWRUIRUSHUIRUPDQFHRIWKH:RUNLQDFFRUGDQFHZLWKWKH&RQWUDFW
'RFXPHQWVDQDPRXQWLQFXUUHQWIXQGVRI7ZR+XQGUHGVL[W\IRXUWKRXVDQGRQHKXQGUHGHLJKW\
WZRGROODUVDQGHLJKW\WZRFHQWV'ROODUV
$UWLFOH&2175$&7'2&80(176
&217(176
$7KH&RQWUDFW'RFXPHQWVZKLFKFRPSULVHWKHHQWLUHDJUHHPHQWEHWZHHQ'HYHORSHUDQG
&RQWUDFWRUFRQFHUQLQJWKH:RUNFRQVLVWRIWKHIROORZLQJ
7KLV$JUHHPHQW
$WWDFKPHQWVWRWKLV$JUHHPHQW
D%LG)RUP $VSURYLGHGE\'HYHORSHU
3URSRVDO)RUP '$39HUVLRQ
3UHTXDOLILFDWLRQ6WDWHPHQW
6WDWHDQG)HGHUDOGRFXPHQWV project specific)
E,QVXUDQFH$&25')RUP V
F3D\PHQW%RQG '$39HUVLRQ
G3HUIRUPDQFH%RQG '$39HUVLRQ
H0DLQWHQDQFH%RQG '$39HUVLRQ
I3RZHURI$WWRUQH\IRUWKH%RQGV
J:RUNHU¶V&RPSHQVDWLRQ$IILGDYLW
K0%(DQGRU6%(&RPPLWPHQW)RUP ,IUHTXLUHG
6WDQGDUG &LW\ *HQHUDO &RQGLWLRQV RI WKH &RQVWUXFWLRQ &RQWUDFW IRU 'HYHORSHU
$ZDUGHG3URMHFWV
6XSSOHPHQWDU\&RQGLWLRQV
6SHFLILFDWLRQVVSHFLILFDOO\PDGHDSDUWRIWKH&RQWUDFW'RFXPHQWVE\DWWDFKPHQW
RU LI QRW DWWDFKHG DV LQFRUSRUDWHG E\ UHIHUHQFH DQG GHVFULEHG LQ WKH 7DEOH RI
&RQWHQWVRIWKH3URMHFW¶V&RQWUDFW'RFXPHQWV
'UDZLQJV
$GGHQGD
'RFXPHQWDWLRQVXEPLWWHGE\&RQWUDFWRUSULRUWR1RWLFHRI$ZDUG
7KHIROORZLQJZKLFKPD\EHGHOLYHUHGRULVVXHGDIWHUWKH(IIHFWLYH'DWHRIWKH
$JUHHPHQWDQGLILVVXHGEHFRPHDQLQFRUSRUDWHGSDUWRIWKH&RQWUDFW'RFXPHQWV
D1RWLFHWR3URFHHG
E)LHOG2UGHUV
F&KDQJH2UGHUV
G/HWWHURI)LQDO$FFHSWDQFH
'HYHORSHU$ZDUGHG3URMHFW$JUHHPHQW
3DJHRI
&,7<2))257:257+ Magnolia Highline Apartments
67$1'$5'&216758&7,2163(&,),&$7,21'2&80(176±'(9(/23(5$:$5'('352-(&76&31
5HYLVHG-XQH
$UWLFOH,1'(01,),&$7,21
&RQWUDFWRUFRYHQDQWVDQGDJUHHVWRLQGHPQLI\KROGKDUPOHVVDQGGHIHQGDWLWVRZQ
H[SHQVHWKHFLW\LWVRIILFHUVVHUYDQWVDQGHPSOR\HHVIURPDQGDJDLQVWDQ\DQGDOO
FODLPVDULVLQJRXWRIRUDOOHJHGWRDULVHRXWRIWKHZRUNDQGVHUYLFHVWREHSHUIRUPHG
E\WKHFRQWUDFWRULWVRIILFHUVDJHQWVHPSOR\HHVVXEFRQWUDFWRUVOLFHQVHVRULQYLWHHV
XQGHUWKLVFRQWUDFW7KLVLQGHPQLILFDWLRQSURYLVLRQLVVSHFLILFDOO\LQWHQGHGWRRSHUDWH
DQGEHHIIHFWLYHHYHQLILWLVDOOHJHGRUSURYHQWKDWDOORUVRPHRIWKHGDPDJHVEHLQJ
VRXJKWZHUHFDXVHGLQZKROHRULQSDUWE\DQ\DFWRPLVVLRQRUQHJOLJHQFHRIWKHFLW\
7KLV LQGHPQLW\ SURYLVLRQ LV LQWHQGHG WR LQFOXGH ZLWKRXW OLPLWDWLRQ LQGHPQLW\ IRU
FRVWVH[SHQVHVDQGOHJDOIHHVLQFXUUHGE\WKHFLW\LQGHIHQGLQJDJDLQVWVXFKFODLPVDQG
FDXVHVRIDFWLRQV
&RQWUDFWRUFRYHQDQWVDQGDJUHHVWRLQGHPQLI\DQGKROGKDUPOHVVDWLWVRZQH[SHQVH
WKHFLW\LWVRIILFHUVVHUYDQWVDQGHPSOR\HHVIURPDQGDJDLQVWDQ\DQGDOOORVVGDPDJH
RUGHVWUXFWLRQRISURSHUW\RIWKHFLW\DULVLQJRXWRIRUDOOHJHGWRDULVHRXWRIWKHZRUN
DQG VHUYLFHV WR EH SHUIRUPHG E\ WKH FRQWUDFWRU LWV RIILFHUV DJHQWV HPSOR\HHV
VXEFRQWUDFWRUV OLFHQVHHV RU LQYLWHHV XQGHU WKLV FRQWUDFW 7KLV LQGHPQLILFDWLRQ
SURYLVLRQLVVSHFLILFDOO\LQWHQGHGWRRSHUDWHDQGEHHIIHFWLYHHYHQLILWLVDOOHJHGRU
SURYHQWKDWDOORUVRPHRIWKHGDPDJHVEHLQJVRXJKWZHUHFDXVHGLQZKROHRULQSDUW
E\DQ\DFWRPLVVLRQRUQHJOLJHQFHRIWKHFLW\
$UWLFOH0,6&(//$1(286
7HUPV
7HUPVXVHGLQWKLV$JUHHPHQWDUHGHILQHGLQ$UWLFOHRIWKH6WDQGDUG&LW\&RQGLWLRQVRI
WKH&RQVWUXFWLRQ&RQWUDFWIRU'HYHORSHU$ZDUGHG3URMHFWV
$VVLJQPHQWRI&RQWUDFW
7KLV $JUHHPHQW LQFOXGLQJ DOO RI WKH &RQWUDFW 'RFXPHQWV PD\ QRW EH DVVLJQHG E\ WKH
&RQWUDFWRUZLWKRXWWKHDGYDQFHGH[SUHVVZULWWHQFRQVHQWRIWKH'HYHORSHU
6XFFHVVRUVDQG$VVLJQV
'HYHORSHU DQG &RQWUDFWRU HDFK ELQGV LWVHOI LWV SDUWQHUV VXFFHVVRUV DVVLJQV DQG OHJDO
UHSUHVHQWDWLYHV WR WKH RWKHU SDUW\ KHUHWR LQ UHVSHFW WR DOO FRYHQDQWV DJUHHPHQWV DQG
REOLJDWLRQVFRQWDLQHGLQWKH&RQWUDFW'RFXPHQWV
6HYHUDELOLW\
$Q\ SURYLVLRQ RU SDUW RI WKH &RQWUDFW 'RFXPHQWV KHOG WR EH XQFRQVWLWXWLRQDO YRLG RU
XQHQIRUFHDEOH E\ D FRXUW RI FRPSHWHQW MXULVGLFWLRQ VKDOO EH GHHPHG VWULFNHQ DQG DOO
UHPDLQLQJ SURYLVLRQV VKDOO FRQWLQXH WR EH YDOLG DQG ELQGLQJ XSRQ '(9(/23(5 DQG
&2175$&725
*RYHUQLQJ/DZDQG9HQXH
7KLV$JUHHPHQWLQFOXGLQJDOORIWKH&RQWUDFW'RFXPHQWVLVSHUIRUPDEOHLQWKH6WDWHRI
7H[DV9HQXHVKDOOEH7DUUDQW&RXQW\7H[DVRUWKH8QLWHG6WDWHV'LVWULFW&RXUWIRUWKH
1RUWKHUQ'LVWULFWRI7H[DV)RUW:RUWK'LYLVLRQ
00 52 43 - 4
Developer Awarded Project Agreement
Page 4 of 4
CITY OF FORT WORTH Magnolia Highline Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN# 103903
Revised June 16, 2016
118
7.6 Authority to Sign. 119
Contractor shall attach evidence of authority to sign Agreement, if other than duly 120
authorized signatory of the Contractor. 121
122
IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 123
counterparts. 124
125
This Agreement is effective as of the last date signed by the Parties (“Effective Date”).126
127
Contractor: Developer:
By: By:
(Signature) (Signature)
(Printed Name) (Printed Name)
Title: Title:
Company Name: Company name:
Address: Address:
City/State/Zip: City/State/Zip:
__________________________ Date Date
128
(Signature)
Cardinal Construction
Christopher M Adams
Christopher M Adams
Project Manager
202 Avondale Street
Houston, TX 77006
3/ϭϬ/22
UG Magnolia LP
Sameer Walvekar
Authorized Representative
Cardinal Construction Urban Genesis
202 Avondale St
Houston, TX 77006
3//22
$JJUHJDWH
6XGGHQ$QG$FFLGHQWDO
&RQWDPLQDWLRQRU3ROOXWLRQ&RYHUDJH&RYHUDJH+
$JJUHJDWH:DWHU'DPDJH/HJDO/LDELOLW\DJH*&RYHU
'HGXFWLEOH
$JJUHJDWH
(DFK5HFDOO3URGXFW5HFDOO([SHQVH&RYHUDJH)
$JJUHJDWH
2FFXUUHQFH
'DPDJH&RYHUDJH
&RQWURO3URSHUW\RU&DUH&XVWRG\&RYHUDJH(
$JJUHJDWH
2FFXUUHQFH9ROXQWDU\3URSHUW\'DPDJH&RYHUDJH&RYHUDJH'
/LPLWRI,QVXUDQFH$GGLWLRQDO&RYHUDJHV
:DLYHURI6XEURJDWLRQ$XWRPDWLF6WDWXV:KHQ5HTXLUHG,Q$:ULWWHQ&RQWUDFW
2WKHU,QVXUDQFH&RQGLWLRQ3ULPDU\$QG1RQFRQWULEXWRU\
1DPHG,QVXUHGKDVUHFHLYHGVXFKQRWLFHIURPWKHDJHQWVHUYDQWRUHPSOR\HH
RUHPSOR\HHVKDOOQRWLQLWVHOIFRQVWLWXWHNQRZOHGJHRIWKH1DPHG,QVXUHGXQOHVVDQRIILFHURIWKH
.QRZOHGJHRIDQRFFXUUHQFHFODLPRUVXLWE\\RXUDJHQWVHUYDQW.QRZOHGJHRI2FFXUUHQFH
D\V5HSRUWLQJ5HTXLUHPHQWWR'7KH([WHQG1HZO\)RUPHGRU$FTXLUHG2UJDQL]DWLRQV
2ZQHG:DWHUFUDIW([WHQGHGWR)HHWLQ/HQJWK&RYHUDJH)RU1RQ
([SDQGHG)LUH/HJDO/LDELOLW\WR,QFOXGH([SORVLRQ/LJKWQLQJDQG6SULQNOHU/HDNDJH
3URSHUW\'DPDJH([WHQGHG
&RYHUDJH([WHQVLRQV
3$*(&29(5$*('(6&5,37,21
1RFRYHUDJHLVSURYLGHGE\WKLVVXPPDU\VWDWHGLQWKLVHQGRUVHPHQWVSHFLILFDOO\H[FHSWDQGWRWKHH[WHQWSROLF\
WKHSURYLVLRQVRI\RXUSROLF\ZKLFKPHDQVWKDWLWLVVXEMHFWWRDOOWHUPVOLPLWDWLRQVH[FOXVLRQVDQGFRQGLWLRQVRIWKH
7KHIROORZLQJLVDVXPPDU\RIDGGLWLRQDOFRYHUDJHVSURYLGHGE\WKLVHQGRUVHPHQW7KLVHQGRUVHPHQWLVVXEMHFWWR
6800$5<2)&29(5$*(6
(1'256(0(17
&2175$&7256*(1(5$//,$%,/,7<(1+$1&('&29(5$*(
1$7,21$/$0(5,&$1,1685$1&(&203$1<
RI3DJH,QFOXGHV&RS\ULJKWHG0DWHULDORI,QVXUDQFH6HUYLFHV2IILFH,QFZLWKLWV3HUPLVVLRQ1$&*
3HU3URMHFW6XEMHFWWR&DS$XWRPDWLFDOO\,QFOXGHG
3HU/RFDWLRQ6XEMHFWWR&DS$XWRPDWLFDOO\,QFOXGHG
HJDWH/LPLWVRI,QVXUDQFH$JJU
,QVXUHG
(QJLQHHUV$UFKLWHFWVRU6XUYH\RUV1RW(QJDJHGE\WKH1DPHG$GGLWLRQDO,QVXUHG
$:ULWWHQ&RQWUDFW
$XWRPDWLF6WDWXV:KHQ5HTXLUHG,Q0DQDJHUVRU/HVVRURI3UHPLVHV$GGLWLRQDO,QVXUHG
/HDVH$JUHHPHQW:LWK<RX
KHQ5HTXLUHG,Q$XWRPDWLF6WDWXV:/HVVRURI/HDVHG(TXLSPHQW$GGLWLRQDO,QVXUHG
&RQVWUXFWLRQ$JUHHPHQW:LWK<RX
$XWRPDWLF6WDWXV:KHQ5HTXLUHG,Q2ZQHUV/HVVHHVRU&RQWUDFWRUV$GGLWLRQDO,QVXUHG
&RQWULEXWRU\%DVLV WLRQDO,QVXUHG&RYHUDJHVRQD3ULPDU\DQG1RQ$GGL
/RVVRI(DUQLQJV
%DLO%RQGV
,QFUHDVHLQ6XSSOHPHQWDU\3D\PHQWV
Policy Number MP27040242
6HFWLRQ,RIQV([FOXVLRVXEMHFWWR3DUDJUDSKLV
(DFKRIWKHVHDGGLWLRQDOFRYHUDJHV&RYHUDJHV,6HFWLRQWRFRYHUDJHVDUHDGGHGDGGLWLRQDOHIROORZLQJ7K%
/HVVWKDQIHHWORQJ DQG D
$ZDWHUFUDIW\RXGRQRWRZQWKDWLV
$LUFUDIW$XWR2U:DWHUFUDIWJ
LVUHSODFHGE\WKHIROORZLQJ D J([FOXVLRQ
2ZQHG:DWHUFUDIW1RQ
/LPLWVRI,QVXUDQFH6HFWLRQ,,,DVGHVFULEHGLQ
RFFXSLHGE\\RXZLWKSHUPLVVLRQRIWKHRZQHU$VHSDUDWHOLPLWRILQVXUDQFHDSSOLHVWRWKLVFRYHUDJH
RUVSULQNOHUOHDNDJHWRSUHPLVHVZKLOHUHQWHGWR\RXRUWHPSRUDULO\VXFKILUHH[SORVLRQRUOLJKWQLQJ
VPRNHUHVXOWLQJIURPRUGRQRWDSSO\WRGDPDJHE\ILUHH[SORVLRQOLJKWQLQJQWKURXJKF([FOXVLRQV
UHSODFHGE\WKHIROORZLQJ LV([FOXVLRQVDSKXQGHU7KHODVWSDUDJU
([SDQGHG)LUH/HJDO/LDELOLW\
IRUFHWRSURWHFWSHUVRQVRUSURSHUW\
H[FOXVLRQGRHVQRWDSSO\WRERGLO\LQMXU\RUSURSHUW\GDPDJHUHVXOWLQJIURPWKHXVHRIUHDVRQDEOH
HGRULQWHQGHGIURPWKHVWDQGSRLQWRIWKHLQVXUHG7KLVH[SHFW%RGLO\LQMXU\RUSURSHUW\GDPDJH
([SHFWHG2U,QWHQGHG,QMXU\D
UHSODFHGE\WKHIROORZLQJ LVD([FOXVLRQ
/LDELOLW\ $QG3URSHUW\'DPDJH
&RYHUDJH$%RGLO\,QMXU\6HFWLRQ,RI([FOXVLRQV3DUDJUDSKOORZLQJFKDQJHVDUHPDGHXQGHU7KHIR$
&29(5$*(66(&7,21,
&200(5&,$/*(1(5$//,$%,/,7<&29(5$*(3$57
7KLVHQGRUVHPHQWPRGLILHVLQVXUDQFHSURYLGHGXQGHUWKHIROORZLQJ
RI3DJH,QFOXGHV&RS\ULJKWHG0DWHULDORI,QVXUDQFH6HUYLFHV2IILFH,QFZLWKLWV3HUPLVVLRQ1$&*
(1'256(0(17
&2175$&7256*(1(5$//,$%,/,7<(1+$1&('&29(5$*(
7+,6(1'256(0(17&+$1*(67+(32/,&<3/($6(5($',7&$5()8//<
1$7,21$/$0(5,&$1,1685$1&(&203$1<
1$&*
&200(5&,$/*(1(5$//,$%,/,7<32/,&<180%(5
SHULRG
7KHDJJUHJDWHOLPLWLVWKHPD[LPXPDPRXQWZHZLOOSD\IRUDOOFRYHUHGRFFXUUHQFHVGXULQJWKHSROLF\
DJHGDP
EHFDXVHRISURSHUW\IRUGDPDJHV&RYHUDJH'DJJUHJDWHOLPLWLVWKHPRVWZHZLOOSD\XQGHU
DRFFXUUHQFHOLPLWDQGD/,0,762),1685$1&(6(&7,21,,,RI6XEMHFWWR3DUDJUDSKE
RI\RXUZRUN
\RXFDXVHZKLOHWKHSURSHUW\LVLQ\RXUSRVVHVVLRQRULIWKHSURSHUW\GDPDJHDULVHVRXWSURSHUW\RIRWKHUV
HZLOOSD\IRUSURSHUW\GDPDJHWRUHTXHVWDQGZKHWKHURUQRW\RXDUHOHJDOO\REOLJDWHGWRSD\ZU$W\RXD
,QVXULQJ$JUHHPHQW
92/817$5<3523(57<'$0$*(&29(5$*(('&29(5$*
WRWKHH[WHQWRWKHUZLVHVSHFLILFDOO\VWDWHGLQWKLVHQGRUVHPHQW
DQGDOORWKHUWHUPVOLPLWDWLRQVFRQGLWLRQVH[FOXVLRQVDQGDOORWKHUSURYLVLRQVRIWKHSROLF\H[FHSWDQG/LDELOLW\
%RGLO\,QMXU\$QG 3URSHUW\'DPDJH&RYHUDJH $
MP27040242
&29(5$*()
3HUVRQVRURUJDQL]DWLRQVPDNLQJFODLPVRUEULQJLQJVXLWV F
&ODLPVPDGHRUVXLWVEURXJKW RU E
,QVXUHGV D
UHJDUGOHVVRIWKHQXPEHURI (&RYHUDJHSD\PHQWRIMXGJPHQWVRUVHWWOHPHQWVXQGHU
GVZKHQZHKDYHXVHGXSWKHDSSOLFDEOHOLPLWRILQVXUDQFHLQWKH2XUULJKWDQGGXW\WRGHIHQGHQ
SHULRG
7KHDJJUHJDWHOLPLWLVWKHPD[LPXP DPRXQWZHZLOOSD\IRUDOOFRYHUHGRFFXUUHQFHVGXULQJWKHSROLF\
(&RYHUDJHDJJUHJDWHOLPLWLVWKHPRVWZHZLOOSD\XQGHU
DRFFXUUHQFHOLPLWDQGD/,0,762),1685$1&(6(&7,21,,,RI6XEMHFWWR
&RYHUDJH(GRHVQRWDSSO\WR3URSHUW\'DPDJH/LDELOLW\
%RGLO\,QMXU\$QG&RYHUDJH$6HFWLRQ,RI([FOXVLRQVXQGHU3DUDJUDSKM ([FOXVLRQ
WRWKHIROORZLQJSURYLVLRQVOLPLWDWLRQVDQGFRQGLWLRQV
:HZLOOSD\IRUSURSHUW\GDPDJHWRSHUVRQDOSURSHUW\LQWKHFDUHFXVWRG\RUFRQWURORIWKHLQVXUHGVXEMHFWD
,QVXULQJ$JUHHPHQW
&21752/3523(57<'$0$*(&29(5$*(25&$5(&8672'<&29(5$*((
3URSHUW\\RXRZQUHQWOHDVHERUURZRUXVH
H RZQKLUHRUOHDV
3URSHUW\WUDQVSRUWHGE\RUGDPDJHFDXVHGE\DQ\DXWRPRELOHZDWHUFUDIWRUDLUFUDIW\RX
OHDVHRSHUDWHRUXVH
3URSHUW\KHOGE\WKHLQVXUHGIRUVHUYLFLQJUHSDLUVWRUDJHRUVDOHDWSUHPLVHV\RXRZQUHQW
3URSHUW\GDPDJHWR
'DPDJH7R3URSHUW\M
LVUHSODFHGE\WKHIROORZLQJ %RGLO\,QMXU\$QG3URSHUW\'DPDJH/LDELOLW\&RYHUDJH$
6HFWLRQ,RI([FOXVLRQVXQGHU3DUDJUDSKMRQO\([FOXVLRQ&RYHUDJH')RUSXUSRVHVRID
([FOXVLRQV
&RYHUDJH'VHWWOHPHQWVXQGHU
QVXUDQFHLQWKHSD\PHQWRIMXGJPHQWVRU,LPLWRI/WKHDSSOLFDEOHSDLGHQGVZKHQZHKDYHSD\2XUGXW\WRF
RI3DJH,QFOXGHV&RS\ULJKWHG0DWHULDORI,QVXUDQFH6HUYLFHV2IILFH,QFZLWKLWV3HUPLVVLRQ1$&*
DZDUHRIRUFRXOGUHDVRQDEO\KDYHIRUHVHHQWKDWZRXOGKDYHUHVXOWHGLQDSURGXFWUHFDOO
$Q\IDFWFLUFXPVWDQFHRUVLWXDWLRQZKLFKH[LVWHGDWWKHLQFHSWLRQGDWHRIWKHSROLF\DQGZKLFK\RXZHUHD
LQVXUDQFHGRHVQRWDSSO\WRSURGXFWUHFDOOH[SHQVHDULVLQJRXWRI 7KLV
([FOXVLRQV
&RYHUDJH)RIMXGJPHQWVRUVHWWOHPHQWVXQGHU
2XUULJKWDQGGXW\WRGHIHQGHQGVZKHQZHKDYHXVHGXSWKHDSSOLFDEOH/LPLWRI,QVXUDQFHLQWKHSD\PHQWG
\RXLQLWLDWHGXULQJWKHSROLF\SHULRGVKDOOQRWEHJUHDWHUWKDQ
PRVWZHZLOOSD\IRUWKHVXPRIDOOSURGXFWUHFDOOH[SHQVH\RXLQFXUDVDUHVXOWRIDOOSURGXFWUHFDOOV
7KLVFRYHUDJHLVVXEMHFWWRDHDFKSURGXFWUHFDOOOLPLWDQGDDJJUHJDWHOLPLW7KHF
UHOLQTXLVKHGWRRWKHUV
:HZLOORQO\SD\IRU SURGXFWUHFDOOH[SHQVHDULVLQJRXWRI\RXUSURGXFWVZKLFKKDYHEHHQSK\VLFDOO\E
WKHFRYHUDJHSHULRG
UHVXOWRIDSURGXFWUHFDOO\RXLQLWLDWHGXULQJSURGXFWUHFDOOH[SHQVH\RXLQFXUDVDWKHZLOOSD\
HZLQWKH6XPPDU\RI&RYHUDJHVDQGVXEMHFWWRWKHOLPLWVVKRZQ3URSHUW\'DPDJH/LDELOLW\QG,QMXU\$
%RGLO\&RYHUDJH$6HFWLRQ,RI([FOXVLRQVXQGHU3DUDJUDSKQ1RWZLWKVWDQGLQJ([FOXVLRQD
,QVXULQJ$JUHHPHQW
352'8&75(&$//(;3(16(
DQ\PDWWHUUHODWLQJWRWKLVLQVXUDQFHRUUHTXLUHGDERXW
,IUHTXHVWHGSHUPLWXVWRTXHVWLRQDQ\LQVXUHGXQGHURDWKDWVXFKWLPHVDVPD\EHUHDVRQDEO\
,QVXUDQFH
7DNHDOOUHDVRQDEOHVWHSVWRPLQLPL]HSURGXFWUHFDOOH[SHQVH7KLVZLOOQRWLQFUHDVHWKH/LPLWVRI
H[SHQVH
VKRXOGLQFOXGHKRZZKHQDQGZKHUHWKHSURGXFWUHFDOOWRRNSODFHDQGHVWLPDWHGSURGXFWUHFDOO
6HHWRLWWKDWZHDUHQRWLILHGDVVRRQDVSUDFWLFDEOHRIDSURGXFWUHFDOO7RWKHH[WHQWSRVVLEOHQRWLFH
,QWKHHYHQWRIDSURGXFWUHFDOO\RXPXVW
'XWLHV,Q(YHQWRI3URGXFW5HFDOOD
)&RYHUDJH7KHIROORZLQJFRQGLWLRQVDUHDGGHGWR
&RQGLWLRQV
$Q\SURGXFWUHFDOOLQLWLDWHGGXHWRWKHH[SLUDWLRQRIWKHGHVLJQDWHGVKHOIOLIHRI\RXUSURGXFWO
H[FOXGHGE\HQGRUVHPHQW
3URGXFWUHFDOOH[SHQVHDULVLQJIURPWKHSURGXFWUHFDOORIDQ\RI\RXUSURGXFWVIRUZKLFKFRYHUDJHLVN
SURGXFW
'DPDJHVFODLPHGIRUDQ\ORVVFRVWRUH[SHQVHLQFXUUHGE\\RXRURWKHUVIRUWKHORVVRIXVHRI\RXUM
/HJDOIHHVRUH[SHQVHVL
RWKHUFRQVHTXHQWLDOGDPDJHV
/RVVRIUHSXWDWLRQFXVWRPHUIDLWKRUDSSURYDORUDQ\FRVWVLQFXUUHGWRUHJDLQFXVWRPHUPDUNHWRUDQ\K
TXDOLW\HIILFDF\RUHIILFLHQF\ZKHWKHUZULWWHQRULPSOLHG
)DLOXUHRI\RXUSURGXFWWRDFFRPSOLVKLWVLQWHQGHGSXUSRVHLQFOXGLQJDQ\EUHDFKRIZDUUDQW\RIILWQHVVJ
%RGLO\LQMXU\RUSURSHUW\GDPDJHI
,QKHUHQWYLFHPHDQLQJDQDWXUDOFRQGLWLRQRISURSHUW\WKDWFDXVHVLWWRGHWHULRUDWHRUEHFRPHGDPDJHGH
GLUHFWRUV
$FWVHUURUVRURPLVVLRQVRIDQ\RI\RXUHPSOR\HHVGRQHZLWKSULRUNQRZOHGJHRIDQ\RI\RXURIILFHUVRUG
EDWFKKDVEHHQIRXQG
7KHZLWKGUDZDORIVLPLODUSURGXFWVRUEDWFKHVWKDWDUHQRWGHIHFWLYHZKHQDGHIHFWLQDQRWKHUSURGXFWRUF
PDQXIDFWXUHGHVLJQSURFHVVLQJVWRUDJHRUWUDQVSRUWDWLRQRI\RXUSURGXFW
'HWHULRUDWLRQGHFRPSRVLWLRQRUWUDQVIRUPDWLRQRIDFKHPLFDOQDWXUHH[FHSWLIFDXVHGE\DQHUURULQWKHE
RI3DJH,QFOXGHV&RS\ULJKWHG0DWHULDORI,QVXUDQFH6HUYLFHV2IILFH,QFZLWKLWV3HUPLVVLRQ1$&*
FRQVXPSWLRQRULVKD]DUGRXVDVDUHVXOWRI
WRUHSDLURUUHSODFH\RXUSURGXFWEXWRQO\LI\RXUSURGXFWLVXQILWIRUXVHRUSXUFKDVHURUXVHU
6XFKGHWHUPLQDWLRQUHTXLUHV\RXWRUHFRYHUSRVVHVVLRQRUFRQWURORI\RXUSURGXFWIURPDQ\GLVWULEXWRU
SURSHUW\GDPDJHDQG
VHRUFRQVXPSWLRQRI\RXUSURGXFWKDVFDXVHGRUZLOOFDXVHDFWXDORUDOOHJHGERGLO\LQMXU\RU7KHX
GHWHUPLQDWLRQE\\RXRUDQ\UHJXODWRU\RUJRYHUQPHQWDODJHQF\WKDW
3URGXFWUHFDOOPHDQVDZLWKGUDZDORUUHPRYDOIURPWKHPDUNHWRI\RXUSURGXFWEDVHGRQWKHD
KHIROORZLQJGHILQLWLRQVDUHDGGHG 7
'HILQLWLRQV
PD\EHOLDEOHWR\RXEHFDXVHRIORVVWRZKLFKWKLVLQVXUDQFHDSSOLHV
$VVLVWXVXSRQRXUUHTXHVWLQWKHHQIRUFHPHQWRIDQ\ULJKWVDJDLQVWDQ\SHUVRQRURUJDQL]DWLRQZKLFK
&RRSHUDWHZLWKXVLQWKHLQYHVWLJDWLRQRUVHWWOHPHQWRIDQ\FODLP
D\VDIWHURXUUHTXHVWZLWKLQG
VWDWHPHQWRIORVVFRQWDLQLQJWKHLQIRUPDWLRQZHUHTXHVWWRLQYHVWLJDWHWKHFODLP<RXPXVWGRWKLV
3HUPLWXVWRLQVSHFWDQGREWDLQRWKHULQIRUPDWLRQSURYLQJWKHORVV<RXPXVWVHQGXVDVLJQHGVZRUQ
PXVWEHVLJQHG<RXUDQVZHUVDQGUHFRUGV
FODLPLQFOXGLQJ\RXUERRNVWKHLQVXUHG
V
6XEMHFWWR3DUDJUDSKE
RFFXUUHQFHDQGDULVHVRXWRIWKHLQMXULRXVSUHVHQFHRIZDWHU
SHULRGDVWKHUHVXOWRIDQLIWKHSURSHUW\GDPDJHKDSSHQVGXULQJWKHSROLF\E\\RXDQGRFFXSLHG
SUHPLVHV WKDW DUHERWK UHQWHGWRSURSHUW\GDPDJHWRZLOOSD\IRUHZ/LDELOLW\$QG3URSHUW\'DPDJH
%RGLO\,QMXU\&RYHUDJH$6HFWLRQ,RI([FOXVLRQVXQGHU3DUDJUDSKM 1RWZLWKVWDQGLQJ([FOXVLRQD
,QVXULQJ$JUHHPHQW
/,7<:$7(5'$0$*(/(*$//,$%,&29(5$*(*
7KHVHH[SHQVHVPXVWEHLQFXUUHGDVDUHVXOWRIDSURGXFWUHFDOO
H[FHHG\RXURULJLQDOFRVWRIPDQXIDFWXULQJSURFHVVLQJDFTXLVLWLRQDQGRUGLVWULEXWLRQ
5HSDLULQJUHGLVWULEXWLQJRUUHSODFLQJFRYHUHGUHFDOOHGSURGXFWVZLWKOLNHSURGXFWVRUVXEVWLWXWHVQRWWR
7UDQVSRUWDWLRQH[SHQVHLQFXUUHGWRUHSODFHUHFDOOHGSURGXFWV
([SHQVHVLQFXUUHGWRSURSHUO\GLVSRVHRIUHFDOOHGSURGXFWVLQFOXGLQJSDFNDJLQJWKDWFDQQRWEHUHXVHG
5HQWDOH[SHQVHLQFXUUHGIRUWHPSRUDU\ORFDWLRQVXVHGWRVWRUHUHFDOOHGSURGXFWV
7UDQVSRUWDWLRQDQGDFFRPPRGDWLRQH[SHQVHLQFXUUHGE\\RXUHPSOR\HHV
RULQGHSHQGHQWFRQWUDFWRUV\RXKLUHHPSOR\HHV
5HPXQHUDWLRQSDLGWR\RXUHPSOR\HHVIRURYHUWLPHDVZHOODVUHPXQHUDWLRQSDLGWRDGGLWLRQDO
7UDQVSRUWLQJUHFDOOHGSURGXFWVIURPDQ\SXUFKDVHUGLVWULEXWRURUXVHUWRORFDWLRQVGHVLJQDWHGE\\RX
HQYHORSHVDQGSRVWDJH
DGLRDQGWHOHYLVLRQFRPPXQLFDWLRQDQGSULQWHGDGYHUWLVHPHQWVLQFOXGLQJVWDWLRQHU\7HOHSKRQHU
3URGXFWUHFDOOH[SHQVHPHDQVUHDVRQDEOHDQGQHFHVVDU\H[SHQVHVIRU E
VRPHRQHRWKHUWKDQ\RX
$FWXDORUDOOHJHGLQWHQWLRQDOPDOLFLRXVRUZURQJIXODOWHUDWLRQRUFRQWDPLQDWLRQRI\RXUSURGXFWE\ E
WUDQVSRUWDWLRQRI\RXUSURGXFW RU
$QHUURURURPLVVLRQE\DQLQVXUHGLQWKHGHVLJQPDQXIDFWXULQJSURFHVVLQJODEHOLQJVWRUDJHRU D
RI3DJH,QFOXGHV&RS\ULJKWHG0DWHULDORI,QVXUDQFH6HUYLFHV2IILFH,QFZLWKLWV3HUPLVVLRQ1$&*
RUDVVHVVWKHHIIHFWVRISROOXWDQWV RU
IRUPRQLWRUFOHDQXSUHPRYHFRQWDLQWUHDWGHWR[LI\RUQHXWUDOL]HRULQDQ\ZD\UHVSRQGWR
5HTXHVWGHPDQGRUGHURUVWDWXWRU\RUUHJXODWRU\UHTXLUHPHQWWKDWDQ\LQVXUHGRURWKHUVWHVWD
$Q\ORVVFRVWRUH[SHQVHDULVLQJRXWRIDQ\
SROOXWDQWVDWDQ\WLPH
DFWXDO DOOHJHG RU WKUHDWHQHG GLVFKDUJH GLVSHUVDO VHHSDJH PLJUDWLRQ UHOHDVH RU HVFDSH RI
RUSURSHUW\GDPDJHZKLFKZRXOGQRWKDYHRFFXUUHGLQZKROHRUSDUWEXWIRUWKH%RGLO\LQMXU\
3ROOXWLRQI
7KLVLQVXUDQFHGRHVQRWDSSO\WR
LVUHSODFHGE\WKHIROORZLQJ 'DPDJH/LDELOLW\
%RGLO\,QMXU\$QG3URSHUW\&RYHUDJH$6HFWLRQ,RI([FOXVLRQVXQGHU3DUDJUDSKI([FOXVLRQ
/,0,7('32//87,21&29(5$*(
/LDELOLW\
%RGLO\ ,QMXU\ $QG 3URSHUW\ 'DPDJH&RYHUDJH $6HFWLRQ ,7KH IROORZLQJ SURYLVLRQV DUH DGGHG WR$
)RU&RQWUDFWRUV
&217$0,1$7,212532//87,21&29(5$*( 6XGGHQ$QG$FFLGHQWDO&29(5$*(+
&RYHUDJH*RIMXGJPHQWVRUVHWWOHPHQWVXQGHU
WKHSD\PHQW2XUULJKWDQGGXW\WRGHIHQGHQGVZKHQZHKDYHXVHGXSWKHDSSOLFDEOH/LPLWRI,QVXUDQFHLQF
SHULRG
7KHDJJUHJDWHOLPLWLVWKHPD[LPXPDPRXQWZHZLOOSD\IRUDOOF RYHUHGRFFXUUHQFHVGXULQJWKHSROLF\
LVDJJUHJDWHSHUSROLF\SHULRG*
&RYHUDJHWKHPRVWZHZLOOSD\XQGHU/,0,762),1685$1&(6(&7,21,,,RI
/,0,76)2532//87,21&29(5$*(
DQ\JRYHUQPHQWVWDWXWHUXOHUHJXODWLRQRURUGHU
6XFKSROOXWLRQLQFLGHQWGLGQRWUHVXOWIURPRUZDVQRWFRQWULEXWHGWRE\\RXUIDLOXUHWRFRPSO\ZLWK I
NQRZOHGJHRIWKHSROOXWLRQLQFLGHQW
LWV FRPPHQFHPHQW DQGLV UHSRUWHG WR XV LQ ZULWLQJ ZLWKLQ WKLUW\ GD\VDIWHU\RXILUVWREWDLQ
6XFKSROOXWLRQLQFLGHQWLVGLVFRYHUHGRURWKHUZLVHEHFRPHVNQRZQWR\RXZLWKLQWKLUW\ GD\VRI H
'HFODUDWLRQV
SROOXWLRQ LQFLGHQW WKDW FRPPHQFHGSULRUWRWKHEHJLQQLQJRIWKH3ROLF\3HULRGVKRZQLQWKH
6XFKERGLO\LQMXU\RUSURSHUW\GDPDJHLVQRWFDXVHGRUFRQWULEXWHGWRLQDQ\GHJUHHE\DQ\ G
SUHYLRXVGLVFKDUJHGLVSHUVDOUHOHDVHRUHVFDSH
HVFDSHRIWKHVDPHSROOXWDQWVIURPHVVHQWLDOO\WKHVDPHVRXUFHZLWKLQWZHOYH PRQWKVRID
6XFKSROOXWLRQLQFLGHQWLVQRWDUHSHDWRUUHVXPSWLRQRIDSU HYLRXVGLVFKDUJHGLVSHUVDOUHOHDVHRU F
SROOXWDQWVLVVXGGHQDQGDFFLGHQWDODQGLVQHLWKHUH[SHFWHGQRULQWHQGHGE\DQ\LQVXUHG
6XFKSROOXWLRQLQFLGHQWLVDQDFFLGHQWDQGXQLQWHQWLRQDOUHOHDVHGLVFKDUJHHPLVVLRQRUHVFDSHRI E
VXFKSROOXWLRQLQFLGHQWFRPPHQFHVDWDVSHFLILFWLPHDQGGDWHGXULQJWKHSROLF\SHULRG
QFHPHQWWLPHDQGGDWHRIVXFKSROOXWLRQLQFLGHQWFDQEHLGHQWLILHGZLWKFHUWDLQW\DQG7KHFRPPH D
LIWKHIROORZLQJFRQGLWLRQVDUHPHW RQO\EXW
WKHOLPLWVRILQVXUDQFHVHWIRUWKEHORZLQWKLVHQGRUVHPHQWVXEMHFWWRFDXVHGE\DSROOXWLRQLQFLGHQW
7KLV H[FOXVLRQGRHVQRWDSSO\WRWKDWSRUWLRQRIDQ\ERGLO\LQMXU\RUSURSHUW\GDPDJHZKLFKLV
ZD\UHVSRQGLQJWRRUDVVHVVLQJWKHHIIHFWVRISROOXWDQWV
PRQLWRULQJFOHDQLQJXSUHPRYLQJ FRQWDLQLQJWUHDWLQJ GHWR[LI\LQJ RU QHXWUDOL]LQJ RU LQ DQ\
&ODLPRUVXLWE\RURQEHKDOIRIDJRYHUQPHQWDODXWKRULW\IRUGDPDJHVEHFDXVHRIWHVWLQJIRU E
RI3DJH,QFOXGHV&RS\ULJKWHG0DWHULDORI,QVXUDQFH6HUYLFHV2IILFH,QFZLWKLWV3HUPLVVLRQ1$&*
E
XVHRIWKDWSURSHUW\ RU
3K\VLFDO,QMXU\WRGHVWUXFWLRQRIRUFRQWDPLQDWLRQRIWDQJLEOHSURSHUW\LQFOXGLQJDOOUHVXOWLQJORVVRID
3URSHUW\'DPDJHPHDQV
UHSODFHGZLWKWKHIROORZLQJ
)RUSXUSRVHVRQO\RIWKHFRYHUDJHVDGGUHVVHGLQWKLVHQGRUVHPHQWWKHGHILQLWLRQRISURSHUW\GDPDJHLV
E\WKHIROORZLQJ
$OOSURYLVLRQVRIWKH32/,&<'(),1,7,216SRUWLRQRIWKLVLQVXUDQFHUHPDLQXQFKDQJHGH[FHSWDVPRGLILHG
'(),1,7,216
LVWKDWZKLFKLVVHWIRUWKLQWKLVHQGRUVHPHQWSROOXWLRQLQFLGHQW
XQGHUWKLVSROLF\IRUOLDELOLW\LQDQ\ZD\UHODWLQJWRRUFDXVHGE\DQ\LGHGSURY7KHRQO\FRYHUDJH
(;7(16,212)&29(5$*( 121
3HUVRQDO$QG$GYHUWLVLQJ,QMXU\/LDELOLW\&RYHUDJH%7KLVFRYHUDJHGRHVQRWDSSO\WR
GDPDJHVRUSD\VXFKGDPDJHVRUGHIHQVHH[SHQVH
QRIXUWKHUREOLJDWLRQWRGHIHQGFODLPVRUVXLWVVHHNLQJVXFK:KHQWKLVOLPLW LVXVHGXSZHVKDOOKDYH
EXWVXFKDPRXQWVVKDOOUHGXFHVXFKDSSOLFDEOHOLPLWV
RSHUDWLRQVRIWKHLQVXUHGDUHFRQGXFWHG7KLVDPRXQWVKDOOQRWEHLQDGGLWLRQWRWKHOLPLWVVHWIRUWKDERYH
UHPRYLQJRUFRQWDLQLQJDFRYHUHGSROOXWLRQLQFLGHQWRQWKHSDUWLFXODUSDUWRIUHDOSURSHUW\XSRQZKLFKWKH
PD\ EH DSSOLHG WR FRVWV RU H[SHQVHV LQFXUUHG E\ DQ\ LQVXUHG IRU FOHDQLQJ XSLQFLGHQW
SXUSRVHRIPLWLJDWLQJIXUWKHUERGLO\LQMXU\RUSURSHUW\GDPDJHFDXVHGE\DFRYHUHGSROOXWLRQ)RUWKH
RUVXLWDULVLQJRXWRIDSROOXWLRQLQFLGHQWFRYHUHGKHUHXQGHU
EHKDOIRIWKHLQVXUHGLQWKHLQYHVWLJDWLRQDGMXVWPHQWVHWWOHPHQWRUOLWLJDWLRQRIDQ\FODLPOHJDOSURFHHGLQJ
7KHOLPLWVKDOOEHUHGXFHGE\DOOOHJDOIHHVDQGRWKHUGHIHQVHH[SHQVHVZHSD\ZKLFKDUHLQFXUUHGE\RURQ
RUPRUHSROOXWLRQLQFLGHQWVVKDOOQRWEHJUHDWHUWKDQLQWKHDJJUHJDWHSHUSROLF\SHULRG
7KHPRVWZHZLOOSD\IRUOLDELOLW\EHFDXVHRIFRYHUHGERGLO\LQMXU\DQGSURSHUW\GDPDJHFDXVHGE\RQH
$Q\ORVVFRVWRUH[SHQVHZKLFK\RXEHFRPHOHJDOO\REOLJDWHGWRSD\SURYLGHGWKDW\RXUHFHLYHF
EHHQHYDFXDWHGZLWKGUDZQIURPXVHRUUHQGHUHGLQDFFHVVLEOHEHFDXVHRIDSROOXWLRQLQFLGHQW
/RVVRIXVHRIWDQJLEOHSURSHUW\WKDWLVQRWSK\VLFDOO\LQMXUHGGHVWUR\HGRUFRQWDPLQDWHGEXWKDV
7KHIROORZLQJODQJXDJHLVDGGHGE
$//&29(5$*(67$5<3$<0(176(16833/(07RUHDGD
LVDPHQGHGDVIROORZV &29(5$*(6$$1'%6833/(0(17$5<3$<0(176
&29(5$*(6$$1'%6833/(0(17$5<3$<0(176
ZDWHUFRXUVHRUERG\RIZDWHURUDQ\EXLOGLQJRUGZHOOLQJRIDQ\SROOXWDQW
(QYLURQPHQWDO 'DPDJH PHDQV DQ\LQMXULRXV SUHVHQFH DFWXDOO\ LQ RU XSRQODQG WKH DWPRVSKHUHDQ\
UHF\FOHGUHFRQGLWLRQHGRUUHFODLPHG
VRRW IXPHV DFLGV DONDOLV FKHPLFDOV ZDVWH DQG VDOLQH VXEVWDQFHV :DVWH LQFOXGHV PDWHULDOV WR EH
3ROOXWDQW PHDQV DQ\VROLGOLTXLG JDVHRXV RUWKHUPDO LUULWDQW RU FRQWDPLQDQWLQFOXGLQJVPRNHYDSRU
SROOXWLRQLQFLGHQW
7KH HQWLUHW\ RI DQ\ VXFK DFWXDO HPLVVLRQ GLVFKDUJH UHOHDVH RU HVFDSH VKDOO EH GHHPHG WR EH RQH
UHOHDVHRUHVFDSHUHVXOWVLQHQYLURQPHQWDOGDPDJHGZHOOLQJ SURYLGHG WKDWVXFKHPLVVLRQGLVFKDUJH
RIDQ\SROOXWDQWLQWRRUXSRQODQGWKHDWPRVSKHUHDQ\ZDWHUFRXUVHRUERG\RIZDWHURUDQ\EXLOGLQJRU
,QFLGHQWPHDQVDQRFFXUUHQFHFRQVLVWLQJRIDQ\DFWXDOHPLVVLRQGLVFKDUJHUHOHDVHRUHVFDSH3ROOXWLRQ
UHVSRQGLQJWRRUDVVHVVLQJWKHHIIHFWVRISROOXWDQWV
WHVWLQJIRUFOHDQLQJXSUHPRYLQJ FRQWDLQLQJWUHDWLQJGHWR[LI\LQJ RUQHXWUDOL]LQJ RULQDQ\ZD\
OHJDOSURFHHGLQJE\RURQEHKDOIRIDJRYHUQPHQWDODXWKRULW\IRUSD\PHQWVEHFDXVHRI$FODLPRU
WUHDWGHWR[LI\RUQHXWUDOL]HRULQDQ\ZD\UHVSRQGWRRUDVV HVVWKHHIIHFWVRISROOXWDQWV RU
XSUHPRYHFRQWDLQ$UHTXHVWGHPDQGRURUGHUWKDWDQ\LQVXUHGRURWKHUVWHVWIRUPRQLWRUFOHDQ
IXUWKHUWKDWVXFKORVVFRVWRUH[SHQVHDULVHVRXWRI
VVHUWLQJVXFKREOLJDWLRQ GXULQJWKH SROLF\SHULRG RU ZLWKLQ GD\VWKHUHDIWHU DQGSURYLGHGDQRWLFH
RI3DJH,QFOXGHV&RS\ULJKWHG0DWHULDORI,QVXUDQFH6HUYLFHV2IILFH,QFZLWKLWV3HUPLVVLRQ1$&*
RUJDQL]DWLRQRUWKHHQGRIWKHSROLF\SHULRGZKLFKHYHULVHDUOLHU
&RYHUDJHXQGHUWKLVSURYLVLRQLVDIIRUGHGRQO\XQWLOWKHWKGD\DIWHU\RXDFTXLUHRUIRUPWKHD
HLVQRRWKHUVLPLODULQVXUDQFHDYDLODEOHWRWKDWRUJDQL]DWLRQ+RZHYHU LIWKHU
FRPSDQ\DQGRYHUZKLFK\RXPDLQWDLQRZQHUVKLSRUPDMRULW\LQWHUHVWZLOOTXDOLI\DVD1DPHG,QVXUHG
$Q\RUJDQL]DWLRQ\RXQHZO\DFTXLUHRUIRUPRWKHUWKDQDSDUWQHUVKLSMRLQWYHQWXUHRUOLPLWHGOLDELOLW\
LVUHSODFHGE\WKHIROORZLQJ D3DUDJUDSK
([WHQGHG5HSRUWLQJ5HTXLUHPHQWV
:+2,6$1,1685('6(&7,21,,WR7KHIROORZLQJFKDQJHVDUHPDGH$
:+2,6$1,1685(',,6(&7,21
IURPZRUN
HFODLPRUVXLWLQFOXGLQJDFWXDOORVVRIHDUQLQJVXSWRDGD\EHFDXVHRIWLPHRIIGHIHQVHRIWK
$OOUHDVRQDEOHH[SHQVHVLQFXUUHGE\WKHLQVXUHGDWRXUUHTXHVWWRDVVLVWXVLQWKHLQYHVWLJDWLRQRUG
GHIHQG
:HZLOOSD\ZLWKUHVSHFWWRDQ\FODLPZHLQYHVWLJDWHRUVHWWOHRUDQ\VXLWDJDLQVWDQLQVXUHGZH
HIROORZLQJ LVUHSODFHGE\WKG3DUDJUDSK
/RVVRI(DUQLQJVG
IXUQLVKWKHVHERQGV
RIWKHXVHRIDQ\YHKLFOHWRZKLFKWKH%RGLO\,QMXU\/LDELOLW\&RYHUDJHDSSOLHV:HGRQRWKDYHWR
GVUHTXLUHGEHFDXVHRIDFFLGHQWVRUWUDIILFODZYLRODWLRQVDULVLQJRXW8SWRIRUFRVWRIEDLOERQE
GHIHQG
:HZLOOSD\ZLWKUHVSHFWWRDQ\FODLPZHLQYHVWLJDWHRUVHWWOHRUDQ\VXLWDJDLQVWDQLQVXUHGZH
LVUHSODFHGE\WKHIROORZLQJ E3DUDJUDSK
%DLO%RQGVF
FRYHUDJHV
WIRUWKHVHDGGLWLRQDODQGZHKDYHSDLGWKH/LPLWRI/LDELOLW\RUWKH$JJUHJDWH/LPLRUERWK(&RYHUDJH'
&RYHUDJH+RZHYHUZHVKDOOKDYHQRQHRIWKHGXWLHVVHWIRUWKDERYHZKHQWKLVLQVXUDQFHDSSOLHVRQO\IRU
3DUDJUDSKIRDWWKHHQG
D
LQFOXGLQJ
RIRUWKHIDLOXUHWRUHQGHUDQ\SURIHVVLRQDODUFKLWHFWXUDOHQJLQHHULQJRUVXUYH\LQJVHUYLFHV
%RGLO\LQMXU\SURSHUW\GDPDJHRUSHUVRQDODQGDGYHUWLVLQJLQMXU\DULVLQJRXWRIWKHUHQGHULQJ
7KLVLQVXUDQFHGRHVQRWDSSO\WR
DSSO\
HVSHFWWRWKHLQVXUDQFHDIIRUGHGWRWKHVHDGGLWLRQDOLQVXUHGVWKHIROORZLQJDGGLWLRQDOH[FOXVLRQV:LWKUF
FRQWUDFWRUDJUHHPHQWWRSURYLGHIRUVXFKDGGLWLRQDOLQVXUHGV
DSSOLHVWRWKHH[WHQWSHUPLWWHGE\ODZDQGZLOOQRWEHEURDGHUWKDQWKDWZKLFK\RXDUHUHTXLUHGE\WKH
DERYHRQO\EDQGD+RZHYHUWKHLQVXUDQFHDIIRUGHGWRVXFKDGGLWLRQDOLQVXUHGVGHVFULEHGLQ3DUDJUDSKV
SHUVRQDODQGDGYHUWLVLQJLQMXU\LQFOXGHGLQWKHSURGXFWVFRPSOHWHGRSHUDWLRQVKD]DUG
<RXUZRUNVSHFLILHGLQWKHZULWWHQFRQWUDFWEXWRQO\IRUERGLO\LQMXU\SURSHUW\GDPDJHRU
RLQJRSHUDWLRQVIRUWKHDGGLWLRQDOLQVXUHG RURI\RXURQJ
<RXUDFWVRURPLVVLRQVRUWKHDFWVRURPLVVLRQVRIWKRVHDFWLQJRQ\RXUEHKDOILQWKHSHUIRUPDQFH
RUJDQL]DWLRQGLUHFWO\DULVLQJRXWRI
URSHUW\GDPDJHRUSHUVRQDODQGDGYHUWLVLQJLQMXU\ZKLFKPD\EHLPSXWHGWRWKDWSHUVRQRUS
6XFKSHUVRQRURUJDQL]DWLRQLVDQDGGLWLRQDOLQVXUHGRQO\ZLWKUHVSHFWWROLDELOLW\IRUERGLO\LQMXU \
DERYHDDJUHHPHQWGHVFULEHGLQ3DUDJUDSK
SHUVRQRURUJDQL]DWLRQ\RXDUHUHTXLUHGWRDGGDVDQDGGLWLRQDOLQVXUHGXQGHUWKHFRQWUDFWRU$Q\RWKHUE
DGGHGDVDQDGGLWLRQDOLQVXUHGRQ\RXUSROLF\
RUJDQL]DWLRQKDYHDJUHHGLQZULWLQJLQDFRQWUDFWRUDJUHHPHQWWKDWVXFKSHUVRQRURUJDQL]DWLRQEH
UVRQRURUJDQL]DWLRQIRUZKRP\RXDUHSHUIRUPLQJRSHUDWLRQVZKHQ\RXDQGVXFKSHUVRQRU$Q\SHD
(DFKRIWKHIROORZLQJLVDQLQVXUHG
&RQVWUXFWLRQRU6HUYLFH$JUHHPHQW:LWK<RX
$XWRPDWLF6WDWXV:KHQ5HTXLUHG,Q2ZQHUV/HVVHHVRU&RQWUDFWRUV$GGLWLRQDO,QVXUHG
6(&7,21,,:+2,6$1,1685(' IROORZLQJSURYLVLRQVDUHDGGHGWR7KH%
RI3DJH,QFOXGHV&RS\ULJKWHG0DWHULDORI,QVXUDQFH6HUYLFHV2IILFH,QFZLWKLWV3HUPLVVLRQ1$&*
XFKSHUVRQ V RURUJDQL]DWLRQ V LVDQLQVXUHGRQO\EHDGGHGDVDQDGGLWLRQDOLQVXUHGRQ\RXUSROLF\6
RUJDQL]DWLRQ V KDYHDJUHHGLQZULWLQJLQDFRQWUDFWRUDJUHHPHQWWKDWVXFKSHUVRQ V RURUJDQL]DWLRQ V
\SHUVRQ V RURUJDQL]DWLRQ V IURPZKRP\RXOHDVHHTXLSPHQWZKHQ\RXDQGVXFKSHUVRQ V RU$QD
(DFKRIWKHIROORZLQJLVDQLQVXUHG
$JUHHPHQW:LWK<RX
$XWRPDWLF6WDWXV:KHQ5HTXLUHG,Q/HDVH/HVVRURI/HDVHG(TXLSPHQW$GGLWLRQDO,QVXUHG
LVFRYHUDJHVKDOOQRWLQFUHDVHWKHDSSOLFDEOH/LPLWVRI,QVXUDQFH7K
ZKLFKHYHULVOHVV
$YDLODEOHXQGHUWKHDSSOLFDEOH/LPLWVRI,QVXUDQFH
5HTXLUHGE\WKHFRQWUDFWRUDJUHHPHQW\RXKDYHHQWHUHGLQWRZLWKWKHDGGLWLRQDOLQVXUHG RU
7KHPRVWZHZLOOSD\RQEHKDOIRIWKHDGGLWLRQDOLQVXUHGLVWKHDPRXQWRILQVXUDQFH
/LPLWVRI,QVXUDQFH
6HFWLRQ,,,:LWKUHVSHFWWRWKHLQVXUDQFHDIIRUGHGWRWKHVHDGGLWLRQDOLQVXUHGVWKHIROORZLQJLVDGGHGWRG
HQJLQHHULQJRUVXUYH\LQJVHUYLFHV
DGYHUWLVLQJLQMXU\LQYROYHGWKHUHQGHULQJRIRUWKHIDLOXUHWRUHQGHUDQ\SURIHVVLRQDODUFKLWHFWXUDO
ZKLFKFDXVHGWKHERGLO\LQMXU\RUSURSHUW\GDPDJHRUWKHRIIHQVHZKLFKFDXVHGWKHSHUVRQDODQG
WKHVXSHUYLVLRQKLULQJHPSOR\PHQWWUDLQLQJRUPRQLWRULQJRIRWKHUVE\WKDWLQVXUHGLIWKHRFFXUUHQFH
7KLVH[FOXVLRQDSSOLHVHYHQLIWKHFODLPVDJDLQVWDQ\LQVXUHGDOOHJHQHJOLJHQFHRURWKHUZURQJGRLQJLQ
6XSHUYLVRU\LQVSHFWLRQDUFKLWHFWXUDORUHQJLQHHULQJDFWLYLWLHV E
UHSRUWVVXUYH\VILHOGRUGHUVFKDQJHRUGHUVRUGUDZLQJVDQGVSHFLILFDWLRQV RU
7KHSUHSDULQJDSSURYLQJRUIDLOLQJWRSU HSDUHRUDSSURYHPDSVVKRSGUDZLQJVRSLQLRQV
+RZHYHU
SHUVRQ V RURUJDQL]DWLRQ V
6WUXFWXUDODOWHUDWLRQVQHZFRQVWUXFWLRQRUGHPROLWLRQRSHUDWLRQVSHUIRUPHGE\RURQEHKDOIRIVXFK
$Q\RFFXUUHQFHZKLFKWDNHVSODFHDIWHU\RXFHDVHWREHDWHQDQWLQWKDWSUHPLVHV
7KLVLQVXUDQFHGRHVQRWDSSO\WR
H[FOXVLRQV
PDLQWHQDQFHRUXVHRIWKDWSDUWRIWKHSUHPLVHVOHDVHGWR\RXDQGVXEMHFWWRWKHIROORZLQJDGGLWLRQDO
$Q\SHUVRQ V RURUJDQL]DWLRQ V EXWRQO\ZLWKUHVSHFWWROLDELOLW\DULVLQJRXWRIWKHRZQHUVKLSD
(DFKRIWKHIROORZLQJLVDQLQVXUHG
0DQDJHUVRU/HVVRUVRI3UHPLVHV$GGLWLRQDO,QVXUHG
7KLVFRYHUDJHVKDOOQRWLQFUHDVHWKHDSSOLFDEOH/LPLWVRI,QVXU DQFH
ZKLFKHYHULVOHVV
$YDLODEOHXQGHUWKHDSSOLFDEOH/LPLWVRI,QVXUDQFH
5HTXLUHGE\WKHFRQWUDFWRUDJUHHPHQW RU
SD\RQEHKDOIRIWKHDGGLWLRQDOLQVXUHGLVWKHDPRXQWRILQVXUDQFH
,IFRYHUDJHSURYLGHGWRWKHDGGLWLRQDOLQVXUHGLVUHTXLUHGE\DFRQWUDFWRUDJUHHPHQWWKHPRVWZHZLOO
/LPLWVRI,QVXUDQFH
6HFWLRQ,,,:LWKUHVSHFWWRWKHLQVXUDQFHDIIRUGHGWRWKHVHDGGLWLRQDOLQVXUHGVWKHIROORZLQJLVDGGHGWRF
DQ\RFFXUUHQFHZKLFKWDNHVSODFHDIWHUWKHHTXLSPHQWOHDVHH[SLUHV
:LWKUHVSHFWWRWKHLQVXUDQFHDIIRUGHGWRWKHVHDGGLWLRQDOLQVXUHGVWKLVLQVXUDQFHGRHVQRWDSSO\WRE
FRQWUDFWRUDJUHHPHQWWRSURYLGHIRUVXFKDGGLWLRQDOLQVXUHG
DIIRUGHGWRVXFKDGGLWLRQDOLQVXUHGZLOOQRWEHEURDGHUWKDQWKDWZKLFK\RXDUHUHTXLUHGE\WKH
,IFRYHUDJHSURYLGHGWRWKHDGGLWLRQDOLQVXUHGLVUHTXLUHGE\DFRQWUDFWRUDJUHHPHQWWKHLQVXUDQFH
7KHLQVXUDQFHDIIRUGHGWRVXFKDGGLWLRQDOLQVXUHGRQO\DSSOLHVWRWKHH[WHQWSHUPLWWHGE\ODZ DQG
+RZHYHU
RURUJDQL]DWLRQ V
GLUHFWO\DULVLQJRXWRIWKHPDLQWHQDQFHRSHUDWLRQRUXVHRIHTXLSPHQWOHDVHGWR\RXE\VXFKSHUVRQ V
ZLWKUHVSHFWWR\RXUOLDELOLW\IRUERGLO\LQMXU\SURSHUW\GDPDJHRUSHUVRQDODQGDGYHUWLVLQJLQMXU\
RI 3DJH,QFOXGHV&RS\ULJKWHG0DWHULDORI,QVXUDQFH6HUYLFHV2IILFH,QFZLWKLWV3HUPLVVLRQ1$&*
LPSXWHGWRWKDWDUFKLWHFWHQJLQHHURUVXUYH\RUDULVLQJRXWRI
WROLDELOLW\IRUERGLO\LQMXU\RUSURSHUW\GDPDJHRUSHUVRQDODQGDGYHUWLVLQJLQMXU\ZKLFKPD\EH
$Q\DUFKLWHFWVHQJLQHHUVRUVXUYH\RUVZKRDUHQRWHQJDJHGE\\RXDUHLQVXUHGVEXWRQO\ZLWKUHVSHFWD
(DFKRIWKHIROORZLQJLVDQLQVXUHG
(QJLQHHUV$UFKLWHFWVRU6XUYH\RUV1RW(QJDJHGE\WKH1DPHG,QVXUHG$GGLWLRQDO,QVXUHG
7KLVFRYHUDJHVKDOOQRWLQFUHDVHWKHDSSOLFDEOH/LPLWVRI,QVXU DQFH
ZKLFKHYHULVOHVV
$YDLODEOHXQGHUWKHDSSOLFDEOH/LPLWVRI,QVXUDQFH
5HTXLUHGE\WKHFRQWUDFWRUDJUHHPHQW RU
SD\RQEHKDOIRIWKHDGGLWLRQDOLQVXUHGLVWKHDPRXQWRILQVXUDQFH
,IFRYHUDJHSURYLGHGWRWKHDGGLWLRQDOLQVXUHGLVUHTXLUHGE\DFRQWUDFWRUDJUHHPHQWWKHPRVWZHZLOO
/LPLWVRI,QVXUDQFH ,,,
6HFWLRQ:LWKUHVSHFWWRWKHLQVXUDQFHDIIRUGHGWRWKHVHDGGLWLRQDOLQVXUHGVWKHIROORZLQJLVDGGHGWRE
FRQWUDFWRUDJUHHPHQWWRSURYLGHIRUVXFKDGGLWLRQDOLQVXUHG
DIIRUGHGWRVXFKDGGLWLRQDOLQVXUHGZLOOQRWEHEURDGHUWKDQWKDWZKLFK\RXDUHUHTXLUHGE\WKH
,IFRYHUDJHSURYLGHGWRWKHDGGLWLRQDOLQVXUHGLVUHTXLUHGE\DFRQWUDFWRUDJUHHPHQWWKHLQVXUDQFH
7KHLQVXUDQFHDIIRUGHGWRVXFKDGGLWLRQDOLQVXUHGRQO\DSSOLHVWRWKHH[WHQWSHUPLWWHGE\ODZ DQG
H[FHSWGDPDJHVEHFDXVHRIERGLO\LQMXU\RUSURSHUW\GDPDJH$&RYHUDJH'DPDJHVXQGHUE
&RYHUDJH&0HGLFDOH[SHQVHVXQGHUD
7KH*HQHUDO$JJUHJDWH/LPLWLVWKHPRVWZHZLOOSD\IRUWKHVXPRI
DUHUHSODFHGE\WKHIROORZLQJ /,0,762),1685$1&(6(&7,21,,,RIDQG3DUDJUDSKV$
/,0,762),1685$1&(6(&7,21,,,
HUWLVLQJLQMXU\LQYROYHGWKHUHQGHULQJRIRUWKHIDLOXUHWRUHQGHUDQ\SURIHVVLRQDOVHUYLFHVDGY
ZKLFKFDXVHGWKHERGLO\LQMXU\RUSURSHUW\GDPDJHRUWKHRIIHQVHZKLFKFDXVHGWKHSHUVRQDODQG
WKHVXSHUYLVLRQKLULQJHPSOR\PHQWWUDLQLQJRUPRQLWRULQJRIRWKHUVE\WKDWLQVXUHGLIWKHRFFXUUHQFH
7KLVH[FOXVLRQDSSOLHVHYHQLIWKHFODLPVDJDLQVWDQ\LQVXUHGDOOHJHQHJOLJHQFHRURWKHUZURQJGRLQJLQ
6XSHUYLVRU\LQVSHFWLRQRUHQJLQHHULQJVHUYLFHV
VXUYH\VFKDQJHRUGHUVGHVLJQVRUVSHFLILFDWLRQV RU
7KHSUHSDULQJDSSURYLQJRUIDLOLQJWRSUHSDUHRUDSSURYHPDSVGUDZLQJVRSLQLRQVUHSRUWV
DULVLQJRXWRIWKHUHQGHULQJRIRUWKHIDLOXUHWRUHQGHUDQ\SU RIHVVLRQDOVHUYLFHVLQFOXGLQJ
7KHLQVXUDQFHGRHVQRWDSSO\WRERGLO\LQMXU\SURSHUW\GDPDJHRUSHUVRQDODQGDGYHUWLVLQJLQMXU\
DSSOLHV
:LWKUHVSHFWWRWKHLQVXUDQFHDIIRUGHGWRWKHVHDGGLWLRQDOLQVXUHGVWKHIROORZLQJDGGLWLRQDOH[FOXVLRQE
VXFKDGGLWLRQDOLQVXUHG
:LOOQRWEHEURDGHUWKDQWKDWZKLFK\RXDUHUHTXLUHGE\WKHFRQWUDFWRUDJUHHPHQWWRSURYLGHIRU
2QO\DSSOLHVWRWKHH[WHQWSHUPLWWHGE\ODZ DQG
+RZHYHUWKHLQVXUDQFHDIIRUGHGWRVXFKDGGLWLRQDOLQVXUHG
DGGHGDVDQDGGLWLRQDOLQVXUHGWR\RXUSROLF\
6XFKDUFKLWHFWVHQJLQHHUVRUVXUYH\RUVZKLOHQRWHQJDJHGE\\RXDUHFRQWUDFWXDOO\UHTXLUHGWREH
LQWKHSHUIRUPDQFHRI\RXURQJRLQJRSHUDWLRQVSHUIRUPHGE\\RXRURQ\RXUEHKDOI
7KHDFWVRURPLVVLRQVRIWKRVHDFWLQJRQ\RXUEHKDOI
<RXUDFWVRURPLVVLRQV RU
RI3DJH,QFOXGHV&RS\ULJKWHG0DWHULDORI,QVXUDQFH6HUYLFHV2IILFH,QFZLWKLWV3HUPLVVLRQ1$&*
$JJUHJDWH/LPLWVRI,QVXUDQFH 3HU/RFDWLRQ
LQWHUUXSWHGRQO\E\DVWUHHWURDGZD\ZDWHUZD\RUULJKWRIZD\RIDUDLOURDG
/RFDWLRQPHDQVSUHPLVHVLQYROYLQJWKHVDPHRUFRQQHFWLQJORWVRUSUHPLVHVZKRVHFRQQHFWLRQLV
WHPSRUDULO\RFFXSLHGE\\RXZLWKWKHSHUPLVVLRQRIWKHRZQHU
7KH*HQHUDO$JJUHJDWH/LPLWDSSOLHVVHSDUDWHO\WRHDFKRI\RXUORFDWLRQVRZQHGE\RUUHQWHGWR\RXRU
/,0,762),1685$1&( 6(&7,21,,,7KHIROORZLQJDUHDGGHGWR%
RZQHU
RUVSULQNOHUOHDNDJHZKLOHUHQWHGWR\RXRUWHPSRUDULO\RFFXSLHGE\\RXZLWKSHUPLVVLRQRIWKHOLJKWQLQJ
RULQWKHFDVHRIGDPDJHE\ILUHH[SORVLRQOLJKWQLQJRUVPRNHUHVXOWLQJIURPVXFKILUHH[SORVLRQRU
IRUGDPDJHVEHFDXVHRISURSHUW\GDPDJHWRDQ\RQHSUHPLVHVZKLOHUHQWHGWR\RX$&RYHUDJHXQGHU
ERYHWKH'DPDJH7R3UHPLVHV5HQWHG7R<RX/LPLWLVWKHPRVWZHZLOOSD\D6XEMHFWWR3DUDJUDSK
)&RYHUDJHKD]DUGDQG
GDPDJHVEHFDXVHRIERGLO\LQMXU\DQGSURSHUW\GDPDJHLQFOXGHGLQWKHSURGXFWVFRPSOHWHGRSHUDWLRQV
IRU&RYHUDJH$&RPSOHWHG2SHUDWLRQV$JJUHJDWH/LPLWLVWKHPRVWZHZLOOSD\XQGHU7KH3URGXFWV
+&RYHUDJH'DPDJHVXQGHUH
*&RYHUDJH'DPDJHVXQGHUG
DQG%&RYHUDJHQGHU'DPDJHVXF
LQFOXGHGLQWKHSURGXFWVFRPSOHWHGRSHUDWLRQVKD]DUG DQG
<RXPXVWVHHWRLWWKDWZHUHFHLYHZULWWHQQRWLFHRIWKHFODLPRUVXLWDVVRRQDVSUDFWLFDEOH.QRZOHGJHRI
1RWLI\XVDVVRRQDVSUDFWLFDEOH
,PPHGLDWHO\UHFRUGWKHVSHFLILFVRIWKHFODLPRUVXLWDQGWKHGDWHUHFHLYHG DQG
,IDFODLPLVPDGHRUVXLWLVEURXJKWDJDLQVWDQ\LQVXUHG\RXPXVW E
7KHQDWXUHDQGORFDWLRQRIDQ\LQMXU\RUGDPDJHDULVLQJRXWRIWKHRFFXUUHQFHRURIIHQVH
7KHQDPHVDQGDGGUHVVHVRIDQ\LQMXUHGSHUVRQVDQGZLWQHVVHV DQG
SODFH RN+RZZKHQDQGZKHUHWKHRFFXUUHQFHWR
VXFKQRWLFHIURPWKHDJHQWVHUYDQWRUHPSOR\HH7RWKHH[WHQWSRVVLEOHQRWLFHVKRXOGLQFOXGH
LWVHOIFRQVWLWXWHNQRZOHGJHRIWKH1DPHG,QVXUHGXQOHVVDQRIILFHURIWKH1DPHG,QVXUHGKDVUHFHLYHG
OWLQDFODLP.QRZOHGJHRIDQRFFXUUHQFHE\\RXUDJHQWVHUYDQWRUHPSOR\HHVKDOOQRWLQPD\UHVX
<RXPXVWVHHWRLWWKDWZHDUHQRWLILHGDVVRRQDVSUDFWLFDEOHRIDQRFFXUUHQFHRUDQRIIHQVHZKLFKD
'XWLHV,Q7KH(YHQW2I2FFXUUHQFH2IIHQVH&ODLP2U6XLW
DUHUHSODFHGZLWKWKHIROORZLQJ EDQGDV3DUDJUDSK%
VHHNFRQWULEXWLRQIURPDQ\RWKHULQVXUDQFHDYDLODEOHWRWKHDGGLWLRQDOLQVXUHG
<RXKDYHDJUHHGLQZULWLQJLQDFRQWUDFWRUDJUHHPHQWWKDWWKLVLQVXUDQFHZRXOGEHSULPDU\DQGZRXOGQRW
7KHDGGLWLRQDOLQVXUHGLVD1DPHG,QVXUHGXQGHUVXFKRWKHULQVXUDQFH DQG
LQVXUHGXQGHU\RXUSROLF\SURYLGHGWKDW
7KLVLQVXUDQFHLVSULPDU\WRDQGZLOOQRWVHHNFRQWULEXWLRQIURPDQ\RWKHULQVXUDQFHDYDLODEOHWRDQDGGLWLRQDO
3ULPDU\$QG1RQFRQWULEXWRU\,QVXUDQFH
2WKHU,QVXUDQFH 7KHIROORZLQJLVDGGHGWR3DUDJUDSK$
16&200(5&,$/*(1(5$//,$%,/,7<&21',7,26(&7,21,9
&RQVWUXFWLRQ3URMHFWPHDQV\RXUZRUNFRQGXFWHGDFFRUGLQJWRDVLQJOHSODQ
RZQHGE\RUUHQWHGWR\RX
JUHJDWH/LPLWDSSOLHVVHSDUDWHO\WRHDFKRI\RXUFRQVWUXFWLRQSURMHFWVDZD\IURPSUHPLVHV7KH*HQHUDO$J
RI3DJH,QFOXGHV&RS\ULJKWHG0DWHULDORI,QVXUDQFH6HUYLFHV2IILFH,QFZLWKLWV3HUPLVVLRQ1$&*
RUSHUVRQVRURUJDQL]DWLRQVPDNLQJFODLPVRUEULQJLQJVXLWV
UHJDUGOHVVRIWKHQXPEHURIORFDWLRQVFRQVWUXFWLRQSURMHFWVRFFXUUHQFHVLQVXUHGVFODLPVVXLWV
FRQVWUXFWLRQSURMHFWVWKHPRVWZHZLOOSD\XQGHUWKLVSROLF\LVWKUHHWLPHVWKH*HQHUDO$JJUHJDWH/LPLW
(YHQWKRXJKWKH*HQHUDO$JJUHJDWH/LPLWDSSOLHVVHSDUDWHO\WRHDFKRI\RXUORFDWLRQVDQGHDFKRI\RXU
$JJUHJDWH/LPLWVRI,QVXUDQFH 3HU3URMHFW
FRPPLWWHG
EHIRUHWKHSURSHUW\GDPDJHRUERGLO\LQMXU\RFFXUVRUWKHSHUVRQDODQGDGYHUWLVLQJRIIHQVHLV
DZULWWHQFRQWUDFWZKHQVXFKFRQWUDFWUHTXLUHVDZDLYHURIVXEURJDWLRQDQGVXFKFRQWUDFWLVH[HFXWHG
:HZDLYHRXUULJKWWRUHFRYHU\DJDLQVWDQ\SHUVRQRURUJDQL]DWLRQIRUZKRPWKHLQVXUHGLVRSHUDWLQJXQGHU
7UDQVIHU2I5LJKWV2I5HFRYHU\$JDLQVW2WKHUV7R8V
VHQWHQFHWKHIROORZLQJDGGLQJE\PRGLILHGLV3DUDJUDSK'
DW\RXUDFWXDOFRVWH[FOXGLQJSURILWRURYHUKHDG'DPDJH
&RYHUDJH'9ROXQWDU\3URSHUW\FRYHUHGXQGHU8SRQRXUUHTXHVWUHSODFHRUUHSDLUWKHSURSHUW\
<RXDQGDQ\RWKHULQYROYHGLQVXUHGPXVW F
'XWLHV,Q7KH(YHQW2I2FFXUUHQFH2IIHQVH&ODLPRU6XLW
F3DUDJUDSK7KHIROORZLQJLVDGGHGWR&
HPSOR\HH
QVXUHGXQOHVVDQRIILFHURIWKH1DPHG,QVXUHGKDVUHFHLYHGVXFKQRWLFHIURPWKHDJHQWVHUYDQWRU,
DFODLPRUVXLWE\\RXUDJHQWVHUYDQWRUHPSOR\HHVKDOOQRWLQLWVHOIFRQVWLWXWHNQRZOHGJHRIWKH1DPHG
.12
(SECTION II- COVERED AUTOS LIABILITY COVERAGE, WHO IS AN INSURED, SUPPLEMENTARY
PAYMENTS, POLLUTION)
The following changes are made to SECTION II - COVERED AUTOS LIABILITY COVERAGE:
A. The following are added to Paragraph A.1.:
1. Who Is An Insured
The following are "insureds":
d. Any organization that is acquired or formed by you, during the term of this policy and over which
you maintain majority ownership. However, the Named Insured does not include any newly formed
or acquired organization:
(1) That is a joint venture or partnership;
(2) That is an "insured" under any other policy;
(3) That has exhausted its Limits of Insurance under any other policy; or
(4) 180 days or more after its acquisition or formation by you, unless you have given us notice of
the acquisition or formation.
Coverage does not apply to "bodily injury" or "property damage" that results from an accident that
occurred before you formed or acquired the organization.
e. Your "employee" while acting in the course of your business or your personal affairs while using a
covered "auto" you do not own, hire or borrow.
f. Any person or organization for whom you are required to add as an additional insured when you
and such person or organization have agreed in writing in a contract or agreement, but such written
contract or agreement must be:
(1) Currently in effect or becoming effective during the term of this policy; and
(2) Executed prior to the "bodily injury" or "property damage".
Coverage provided by this extension applies only with respect to the extent that the person or
organization is liable for the conduct of an "insured" arising out of the ownership, maintenance or
use of a covered "auto" under this policy.
Coverage provided by this extension will not exceed the Limits of Liability required by the written
contract or agreement even if the limits stated in the policy exceed those limits. This coverage
shall not increase the Limit Of Insurance for Covered Autos Liability Coverage shown in the
Declarations.
For any covered "auto" you own, the insurance provided under this extension is primary.
B. Paragraphs 2.a.(2) and 2.a.(4) are replaced with the following:
2. Coverage Extensions
a. Supplementary Payments
(2) Up to $5,000 for cost of bail bonds (including bonds for related traffic violations) required
because of an "accident" we cover. We do not have to furnish these bonds.
(4) All reasonable expenses incurred by the "insured" at our request, including actual loss of
earnings up to $500 a day because of time off from work.
C. Pollution Liability- Broadened Coverage For Covered Autos
1. Covered Autos Liability Coverage is changed as follows:
a. Paragraph a. of the Pollution Exclusion applies only to liability assumed under a contract or
agreement.
NA CA 09 01 21 Includes Copyrighted Material of Insurance Services Office, Inc., with its Permission. page 2 of 7
b. With respect to the coverage afforded by Paragraph A.1. above, Exclusion B.6. Care, Custody
Or Control does not apply.
2. Changes In Definitions
For the purposes of this endorsement, Paragraph D. of the Definitions Section is replaced by the
following:
D. "Covered pollution cost or expense" means any cost or expense arising out of:
1. Any request, demand, order or statutory or regulatory requirement that any "insured" or
others test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any
way respond to, or assess the effects of "pollutants"; or
2. Any claim or "suit" by or on behalf of a governmental authority for damages because of
testing for, monitoring, cleaning up, removing, containing, treating, detoxifying or
neutralizing, or in any way responding to or assessing the effects of "pollutants".
"Covered pollution cost or expense" does not include any cost or expense arising out of the
actual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of
"pollutants":
a. Before the "pollutants" or any property in which the "pollutants" are contained are
moved from the place where they are accepted by the "insured" for movement into or
onto the covered "auto"; or
b. After the "pollutants" or any property in which the "pollutants" are contained are moved
from the covered "auto" to the place where they are finally delivered, disposed of or
abandoned by the "insured".
Paragraphs a. and b. above do not apply to "accidents" that occur away from premises
owned by or rented to an "insured" with respect to "pollutants" not in or upon a covered
"auto" if:
(1) The "pollutants" or any property in which the "pollutants" are contained are upset,
overturned or damaged as a result of the maintenance or use of a covered "auto";
and
(2) The discharge, dispersal, seepage, migration, release or escape of the "pollutants"
is caused directly by such upset, overturn or damage.
3. Limits For"Covered Pollution Cost or Expense"
The most we will pay for "covered pollution cost or expense" is $100,000 in the aggregate per
policy period, regardless of the number of "accidents".
When this limit is used up, we shall have no further obligation to defend claims or "suits" seeking
such damages orto pay such damages or defense expense.
(SECTION III- PHYSICAL DAMAGE COVERAGE, BROADENED PHYSICAL DAMAGE COVERAGES)
The following changes are made toSECTION III - PHYSICAL DAMAGE COVERAGE:
A. Paragraph A.2 is replaced with the following:
A. Coverage
2. Towing And Labor
We will pay for towing and labor costs incurred, up to the limits shown below, each time a covered
"auto" is disabled:
a. For private passenger type vehicles, we will pay up to $100 per disablement.
NA CA 09 01 21 Includes Copyrighted Material of Insurance Services Office, Inc., with its Permission. page 3 of 7
b. For all other covered "autos" we will pay up to $500 per disablement.
However, the labor must be performed at the place of disablement.
B. Paragraph A.4.a. is replaced with the following:
A. Coverage
4. Coverage Extensions
a. Transportation Expenses
We will pay up to $60 per day, to a maximum of $1,800, for temporary transportation
expense incurred by you because of the total theft of a covered "auto" of the private
passenger type. We will pay only for those covered "autos" for which you carry either
Comprehensive or Specified Causes Of Loss Coverage. We will pay for temporary
transportation expenses incurred during the period beginning 48 hours after the theft and
ending, regardless of the policy's expiration, when the covered "auto" is returned to use or
we pay for its "loss".
C. The following are added to Paragraph 4. Coverage Extensions:
4. Coverage Extensions
c. Temporary Substitute Autos
If Physical Damage Coverage is provided under this Coverage Form for an "auto" you own, the
Physical Damage coverages provided for that owned "auto" are extended to any "auto" you do
not own while used with the permission of its owner as a temporary substitute for the covered
"auto" you own that is out of service because of its:
(1) Breakdown;
(2) Repair;
(3) Servicing;
(4) "Loss"; or
(5) Destruction.
d. Theft Recovery Expense
If you have purchased Comprehensive Coverage on a covered "auto" that is stolen, we will pay
the expense of returning that stolen "auto" to you. The limit for this coverage extension is
$5,000.
e. Rental Reimbursement
We will provide Rental Reimbursement and Additional Expense coverage only for those
Physical Damage coverages for which a premium is shown in the Declarations. Coverage
applies only to a covered "auto".
(1) We will pay for auto rental expense and the expense incurred by you because of a covered
cause of "loss" to remove and transfer your materials and equipment from a covered "auto"
to a covered "auto". Payment applies in addition to the otherwise applicable coverage you
have on a covered "auto". No deductible applies to this coverage.
(2) We will pay only for expenses incurred during the policy period and beginning 24 hours
after the "loss" and ending, regardless of the policy's expiration, with the lesser of the
following number of days:
(a) The number of days reasonably required to repair or replace the covered "auto". If
"loss" is caused by theft, this number of days is added to the number of days it takes to
locate the covered "auto" and return it to you; or
(b) 30 days.
(3) Our payment is limited to the lesser of the following amounts:
(a) Necessary and actual expenses incurred; or
NA CA 09 01 21 Includes Copyrighted Material of Insurance Services Office, Inc., with its Permission. page 4 of 7
(b) $75 per day.
(4) This coverage does not apply while there are spare or reserve "autos" available to you for
your operations.
(5) If "loss" results from the total theft of a covered "auto" of the private passenger type or light
truck type, we will pay under this coverage only that amount of your rental reimbursement
expense which is not already provided for under SECTION III - PHYSICAL DAMAGE
COVERAGE, A. Coverage, 4. Coverage Extensions, a. Transportation Expenses.
f. Personal Effects
If you have purchased comprehensive coverage on a covered "auto" you own and that "auto" is
stolen, we will pay, without application of a deductible, up to $500 for "Personal Effects" stolen
with the covered "auto". The insurance provided under this provision is excess over any other
collectible insurance. For this coverage extension, "Personal Effects" means tangible property
that is worn or normally carried on "insured's" person.
g. Personal Property Of Others
We will pay up to $500 for "loss" to personal property of others in or on your covered "auto".
This coverage applies only in the event of "loss" to your covered "auto" caused by fire,
lightning, explosion, theft, mischief or vandalism, the covered "auto's" collision with another
object, or the covered "auto's" overturn. No deductible applies to this coverage.
h. Locksmith Coverage
We will pay up to $250 per occurrence for necessary locksmith services for keys locked inside
a covered private passenger type "auto". The deductible is waived for these services.
i. Vehicle Wrap Coverage
Under either Comprehensive or Collision Coverage, we will pay up to $1,000 for vinyl vehicle
wraps which are displayed on a covered "auto" at the time of a total "loss".
Regardless of the number of "autos" deemed a total "loss", the most we will pay under this
coverage for any one "loss" is $5,000. For purposes of this coverage, signs or other graphics
painted or magnetically affixed to the covered "auto" are not considered vehicle wraps.
D. Paragraph B.3. is replaced with the following:
B. Exclusions
3. We will not pay for "loss" due and confined to:
a. Wear and tear, freezing, mechanical or electrical breakdown.
b. Blowouts, punctures or other road damage to tires.
This exclusion does not apply to such "loss" resulting from the total theft of a
covered "auto".
This exclusion also does not apply to the mechanical breakdown relating to the accidental
discharge of an air bag. This exception applies only if you have purchased comprehensive
or collision coverage on the covered "auto" you own and coverage is excess of any other
collectible insurance or warranty. No deductible applies to this coverage.
E. Paragraph C.1.b. is replaced with the following:
C. Limits Of Insurance
1. The most we will pay for:
b. All electronic equipment that reproduces, receives or transmits audio, visual or data
signals in any one "loss" is $5,000, if, at the time of "loss", such electronic equipment
is:
(1) Permanently installed in or upon the covered "auto" in a housing, opening or other
location that is not normally used by the "auto" manufacturer for the installation of such
equipment;
(2) Removable from a permanently installed housing unit as described in Paragraph b.(1)
above; or
NA CA 09 01 21 Includes Copyrighted Material of Insurance Services Office, Inc., with its Permission. page 5 of 7
(3) An integral part of such equipment as described in Paragraphs b.(1) and b.(2) above.
F. The following is addedto Paragraph C. Limits of Insurance:
C. Limits Of Insurance
4. In the event of a total "loss" to a covered "auto" shown in the Declarations, which is subject
to a loan or lease at the time of the "loss", we will pay any unpaid amount due, including up
to a maximum of $500 for early termination fees or penalties on the lease or loan for a
covered "auto", less:
a. The amount paid under the Physical Damage Coverage Section of the policy; and
b. Any:
(1) Overdue lease orloan payments at the time of the "loss";
(2) Financial penalties imposed under a lease for excessive use, abnormal wear and
tear or high mileage;
(3) Security deposits not returned by the lessor;
(4) Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability
Insurance purchased with the loan or lease; and
(5) Carry-over balances from previous loans or leases.
G. The following is added to Paragraph D. Deductible
D. Deductible
Any deductible shown in the Declarations as applicable to the covered "auto" will not apply to
glass breakage if the damaged glass is repaired, rather than replaced.
(SECTION IV - BUSINESS AUTO CONDITIONS, BROADENED COVERAGE)
The following changes are made to SECTION IV - BUSINESS AUTO CONDITIONS:
A. The following is added to Paragraph2. Duties In The Event Of Accident, Claim, Suit Or Loss
2. Duties In The Event Of Accident, Claim, Suit Or Loss
d. Knowledge of any "accident", "claim", "suit" or "loss" will be deemed knowledge by you when notice
of such "accident", "claim", "suit" or "loss" has been received by:
(1) You, if you are an individual;
(2) Any partner or insurance manager, if you are a partnership;
(3) An executive officer or insurance manager, if you are a corporation;
(4) Your members, managers or insurance manager, if you are a limited liability company; or
(5) Your officials, trustees board members or insurance manager, if you are a not-for-profit
organization.
B. The following is added to Paragraph 5. Transfer Of Rights Of Recovery Against Others To Us
5. Transfer Of Rights Of Recovery Against Others To Us
However, we waive any rights of recovery we may have under the policy against any person or
organization for whom the insured is working or operating under a written contract when such contract
requires a waiver of subrogation. This provision does not apply unless the written contract has been
executed prior to the "bodily injury" or "property damage".
C. The following is added to Paragraph B.2. Concealment, Misrepresentation Or Fraud:
B. General Conditions
2. Concealment, Misrepresentation Or Fraud
However, your unintentional error in disclosing, or failing to disclose, any material fact existing at
the effective date of this Coverage Form, or during the policy period in connection with any
additional hazards, will not prejudice your rights under this Coverage Form.
NA CA 09 01 21 Includes Copyrighted Material of Insurance Services Office, Inc., with its Permission. page 6 of 7
D. Paragraph 5.b. of B. General Conditionsis replaced with the following:
B. General Conditions
5. Other Insurance
b. For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos"
you own:
(1) Any covered "auto" you lease, hire, rent or borrow; and
(2) Any covered "auto" hired or rented by your "employee" under a contract in that individual
"employee's" name, with your permission, while performing duties related to the conduct of
your business.
However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto".
The most we will pay for any one "loss" is the lesser of the following:
(1) $75,000 per accident; or
(2) Actual cash value at the time of loss; or
(3) Cost of repair.
Less the deductible shown in Item Four of the Declarations.
An adjustment for depreciation and physical condition will be made in determining actual cash
value in the event of a total "loss". The deductible does not apply to "loss" caused by fire or
lightning.
This coverage is excess over any other collectible insurance.
(SECTION V - DEFINITIONS, MENTAL ANGUISH)
A. Paragraph C. under SECTION V- DEFINITIONS is replaced with the following:
C. "Bodily injury" means bodily injury, sickness or disease sustained by a person, including mental
anguish or death resulting from such bodily injury, sickness, or disease.
NA CA 09 01 21 Includes Copyrighted Material of Insurance Services Office, Inc., with its Permission. page 7 of 7
D
2
&:2
oa6z�9-i
IVfA1NTENAtdC� BONl7
Page l of3
1
2
3
4
5
6
7
8
4
10
11
SECTION 00 62 19
MAINTENANCE B�ND
THE STATE OF TEXAS
CDUNTY OF TARRANT
§
§
�
KNOW ALL BY THESE PRESENTS:
Tf�at we UG Constr�ciion, LLC DBA Cardinal Construction, known as "Principal'' herein
and Insurors Indemnity Com�any, a corporate surety (sureties, if more than one) duly authorized
to do business in the State of Texas, known as "Surety" herein (whether one or more), are held
and firmly baund unto the Devetoper, CTG Magnolia LP, authorized to do business in Texas
12 ("Developer") and the City of Fort Worth, a Texas rr��anicipal cor�oration (``City"}, in the sum of
]3 Two Hundred Sixty Faur Thousand One Hundred Eighty Two Doilars and Eighty Two Cents
]4 ($264,182.82), lawful money of the United 5tates, to be paid in Fort Worth, Tarrant County,
15 Texas, for payment af whicf� sum well and truly be made jointly unto t�e Deveioper and the City
16 as duaf obligees and their successors, we bind ourselves, our heirs, executors, administrators,
17
18
19
20
2l
22
23
24
successors and assigns, jointly ar�d severally, firmly by these presents.
WHEREAS, Develaper and City have enterec� inta an Agreement for the construction of
ca3nmunity facilities in the Ciry of Fort Worth by and through a Cammunity Faciiities
Agreement, CFA22-0023; and
WHEREAS, the Principal has entered into a c�rtain written contract with the Developer
awarded the� day of ��Pr` , 2U,�, which Contract is
hereby refea-r'ed to and a made part hereaf for all purposes as if fully set forth herein, to furnish all
25 materials, equipment labor and other accessories as defined by law, in the prosecution af the
26 Work, including any Work resulting from a duly authorized Change Order {col�ectively herein,
27 the "Wark") as provided for in said Contract and designated as Magnolia Highlin�; and
28
29
3a
3l
32
33
WHEREAS, Principal binds itself to use such materials and to sa construct t�e Work in
accardance with the plans, specifications and Contract Documents t��at the WorEc is an� will
remain free from defects in rnateriafs or workmanship for and during the period of two (2} years
after the date of Final Acceptance of the Work by the City ("Mainte�ance Period"); and
CITY OF FORT WOR7�W
STAdVDARD C1TY CONDITION5 — DEVELOPER AWARDk.D PROJ�C7�S
Revised 3anuary 3l, 2012
.�Llagnolia Highlme
IARC21-001$ and City Project No. 1 R390.3
4062 19-2
MAl1VTf�1�iANCE BOND
Aage 2 of 3
1
2
3
4
5
6
7
S
9
�a
I1
12
13
14
15
16
17
1$
19
20
21
22
23
WHEREAS, Principa! binds itself to repair or reconstruct the Worh in whole or in part
upan receiving notice from the Developer and/or City of t�e need thereof at any time within the
Maintenance Peripd.
NOW THEREFORE, the condition of this obligation is such that if Principal s�all
retnedy any defective Wark, for which timely notice was provided by Devefoper ar City, to a
completion satisfactory to the City, then this abligation shall become null and void; otherwise to
remain in fuli force and effect.
PROVIDED, HOWEVER, if Principal shall fail so To repair or reconstruct any timely
noticed defective Work, it is agreed that the Developer or City may cause any and al1 such
defective Work to be repaired and/or reconstructed with a{I associated costs thereof being borne
by the Principal and the Surety under this Maintenance Bond; and
PROVIDED FURTHER, that if any legal action be filed on this Bor�d, venue shall lie in
Tarrant Couitty, Texas or the United States District Court for the Northern District af Texas, Fort
Worth Division; and
PR4VIDED FURTHER, that this obligation shall be continuous in nature artd
successrve recoveries may be had hereon for successi�e breaches.
CITY OF FOR7 W'ORTH
3TANDARD CITY COND1TidN5 — DEVELpPER AWARDFD PROJECTS
Revfsed January 31, 2012
Magnolia Nighlrne
JPRC22-0018 Und Crdy Projecl No. 103903
ao6z �9-3
IviAINTENANCE BON�
Page 3 of 3
4
5
6
7
8
4
]0
]l
IN WiTNESS WHEREQF, the Principal and the Surety have each SIGNED and 5EALED this
instrument by duiy authorized agents and officers on this the 10`'' day of March , 2022
PRINCIPAI,:
[JG C
C truct�on
]2
13
14
IS
16
i� ,
�s
t
2Q Witr�ess as to Principa
2]
22
23
24
25
26
2i
28
29
3Q
31
32
33
34
35
36
37
38
39
40
4i
42
ATTEST:
(Surety) Sec
�
ss s t Surery
L'i'�
Signature
Cardinal
Ibl �oG' Sh.���G.�- , l��'s�^
Name and 'CitEe
Address: ,?Qa �vaos.c�e.(,� ��
�. �"�G
SURE7'Y: ��
]nsurors lndemniry Compan,y : .: �
:�
� _ - _,� -
BY: �� _ �� � ` �_
Sig ture � = � �
; .� �
� ti
Megan Liescheski, A_�ro; rP� [n-Fact `���`
Name and Title .�`
Address: P.O. Box 32577
Waco, TX 76703-4200
Telephone Number: I-877-816-2800
*Note: lf signed by an officer of the Surety Company, there must be on fiie a certified extract
from the by-Iaws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must he provided.
The date of the bond shall not be prior to ihe date the Contract is awarded.
CiTY OF FORT WORTH
S7�ANDARll CI'I�Y CONDITIONS — DEVELQPER AWAR1�EiD PROJECTS
Revised Ianuary 31, z412
Magnolra Highline
IPRC22-0018 and Crty Project No. ! 03903
1 .1 r � �
�•:�� ,•,,�,� �.�,U�����t,
POWER OF ATTORNEY of INSUROR5INDEMNITY COMPANY
Waco, Texas
KNOW ALL P�R50NS BY THES� PRESENTS:
Number. GNB-40313-00
That INSURORS fNDEMfVITY COMPANY, Waco, Texas, organized and existing undertF�e laws ofthe State of Texas,
and authorized and licensed ta do business in the 5tate of Texas and the United States of Arnerica, doe5 hereby
make, constitu#e and ap�oint
Megan Liescheski of the City of Spring, State of TX
as Attorney in Fact, with fulf power and authority hereby conferred upon him to sign, execute, acknowledge and
dekiver for and on its behalf as Surety and as its act and deed, all of the following classes of document, to-wit:
Indemnity, Surety and �Jndertakings that may be desired by cantract, or may be given in any actian
or proceeding in any court of !aw or equity; Indemnity in all cases where indemnity may be iawfully
given and with fuq power and authority to execute consents and waivers to modify or change or
extend any bond or document executed for this Company.
Attest' Cxv+�►*ti �] ►r+na.��
Tammy Tiepe n, Secretary
State o# Texas
County of McLennan
fNSURORS INDEMNITY COMP
By: r_._�_.-
Dave E. �albert, President
pn the 11�h day of No�ember, 2014, before me a Notary Public in the State of T�xas, personalfy appeared Dave E.
Talbert and Tammy Tieperman, who being by me duly swom, acknowledged that they executed the at�ove Power of Attornsy in
their capacities as Pres�dent, and Corporate Secretary, re tively, of lnsurors Inde�nnrty Company, and acknowledged 5aid
Power of Attomey to be the valuntary ac1 and deed of the C any. ----�
�nl �...iu:
� r ,� Nc�nry Fi3_''�; �'., � Tt �s�w
l�l- I.ty �_nm��i.'=!^.,:."�I;:_1
Notary Pub]ic, 5tate o exas � � -J r'' � 4• �� " . -� "-r
Insurors indemnity Company certifies that this Power af Attorney is granted under and by authority of the
follawing resolutions of the Company adopted hy the 8oard of Directors on November 11, 201�4:
RESOLVED, ihat all bonds, underlaking9, contracts or other abligations may be execufed in the name of the Company
by persons appainted as Attomey in Fact pursuanS to a Power of Attomey issued in accordance with these Resalutions. Said
Power of Attorney shafl be exacuted in the name and on behalf of the Company either by the Chairman and CEO or the President,
under lheir respective designatiors. The signature af such officer and the seal of the Company may be affixed by facsimile to any
Power of Attarney, and, unless subsequently revaked and subject ta eny limitation set forth therein, any such Power of Attomey
or certificate bearing such facsimile signature and seal shal! be valid and binding upon the Company and any such power so
executed and certif�ed by facsimile signature and sesl shall be valid and binding upon the Gompany with respect to any bond or
undertaking #o which ii is vaiidly attached.
RESOI.VE�, that Aitorneys in Faet shall have the pawer and authorily, subject to the terms anc! limitations af Ehe Power
of Attorney issued io them, to execute and deiiver on behaif of the Company and to attach the seal of the Company to any and al�
bands and undertakings, and any suCh instrument executed by such Attorneya in Fact shali be hinding upan the Company as if
signed by an Executive Officer and sealed and attcsted to by the Secretary or Asaistent 3ecrelary of the Campany.
I, "fammy Tieperman, Secretary of Ins�trora lndemnity Compar�y, do hereby certify that tha foragaing is a true excerpt
fram the Resolutiona of the said Company as adnpted by its Board ot Dfrectors on Novernber 11, 2014, and that this Resolution
is in full force and effect. ! certify that the foregoing Power oF Att�rney is in full Force and effect and has not been revoked.
In Witness Whereaf, I have set my hand and tha �aal ai I{VSURORS INDEMNITY COMPANY on t�is 10th
day of March , za2„�, _.
� 1 C�. rti-� rr. o�>
Tammy �'iepe m n, Secret
NOTE: IF YOU HAVE A�3Y QUESTION R�GRRDING THE V.SL'f]ITY OR WORDII�G OF TFEIS POWER OF ATTORNEY,
PLEASE CALL 8Q4 933 7444 OR WRi?E TQ ! 1S AT P. O. 80X 32577, WACO, TEXAS 76703 OR EMAIL US AT
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Page
Article 1 – Definitions and Terminology .......................................................................................................... 1
1.01 Defined Terms ............................................................................................................................... 1
1.02 Terminology .................................................................................................................................. 5
Article 2 – Preliminary Matters ......................................................................................................................... 6
2.01 Before Starting Construction ........................................................................................................ 6
2.02 Preconstruction Conference .......................................................................................................... 6
2.03 Public Meeting .............................................................................................................................. 6
Article 3 – Contract Documents and Amending ............................................................................................... 6
3.01 Reference Standards ..................................................................................................................... 6
3.02 Amending and Supplementing Contract Documents .................................................................. 6
Article 4 – Bonds and Insurance ....................................................................................................................... 7
4.01 Licensed Sureties and Insurers ..................................................................................................... 7
4.02 Performance, Payment, and Maintenance Bonds ........................................................................ 7
4.03 Certificates of Insurance ............................................................................................................... 7
4.04 Contractor’s Insurance .................................................................................................................. 9
4.05 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12
Article 5 – Contractor’s Responsibilities ........................................................................................................ 12
5.01 Supervision and Superintendent ................................................................................................. 12
5.02 Labor; Working Hours ................................................................................................................ 13
5.03 Services, Materials, and Equipment ........................................................................................... 13
5.04 Project Schedule .......................................................................................................................... 14
5.05 Substitutes and “Or-Equals” ....................................................................................................... 14
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ..................................... 16
5.07 Concerning Subcontractors, Suppliers, and Others ................................................................... 16
5.08 Wage Rates.................................................................................................................................. 18
5.09 Patent Fees and Royalties ........................................................................................................... 19
5.10 Laws and Regulations ................................................................................................................. 19
5.11 Use of Site and Other Areas ....................................................................................................... 19
5.12 Record Documents ...................................................................................................................... 20
5.13 Safety and Protection .................................................................................................................. 21
5.14 Safety Representative ................................................................................................................. 21
5.15 Hazard Communication Programs ............................................................................................. 22
5.16 Submittals .................................................................................................................................... 22
5.17 Contractor’s General Warranty and Guarantee .......................................................................... 23
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
Article 9 – Changes in the Work ..................................................................................................................... 28
9.01 Authorized Changes in the Work ............................................................................................... 28
9.02 Notification to Surety .................................................................................................................. 28
Article 10 – Change of Contract Price; Change of Contract Time ................................................................ 28
10.01 Change of Contract Price ............................................................................................................ 28
10.02 Change of Contract Time............................................................................................................ 28
10.03 Delays .......................................................................................................................................... 28
Article 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
Article 12 – Completion.................................................................................................................................. 32
12.01 Contractor’s Warranty of Title ................................................................................................... 32
12.02 Partial Utilization ........................................................................................................................ 32
12.03 Final Inspection ........................................................................................................................... 32
12.04 Final Acceptance ......................................................................................................................... 33
Article 13 – Suspension of Work .................................................................................................................... 33
13.01 City May Suspend Work ............................................................................................................ 33
Article 14 – 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
00 73 10- 1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 1 – DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1.Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2.Asbestos—Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3.Business Day – A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4.Buzzsaw – City’s on-line, electronic document management and collaboration system.
5.Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight.
6.City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7.Community Facilities Agreement (CFA) -–A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8.Contract—The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9.Contract Documents—Those items that make up the contract and which must include the
Agreement, and it’s attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
00 73 10- 2
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 2 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non-Resident Bidder
iii. Prequalification Statement
c. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
l. 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.
00 73 10- 3
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 3 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
00 73 10- 4
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 4 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
30.Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31.Site—Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights-of-way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32.Specifications—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto.
Specifications may be specifically made a part of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00) of each Project.
33.Standard City Conditions – That part of the Contract Documents setting forth requirements
of the City.
34.Subcontractor—An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
35.Submittals—All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36.Superintendent – The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37.Supplementary Conditions—That part of the Contract Documents which amends or
supplements the General Conditions.
38.Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39.Underground Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
40.Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
00 73 10- 5
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 5 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
41.Work—The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non-Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42.Working Day – A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B.Defective:
1. The word “defective,” when modifying the word “Work,” refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City’s written acceptance.
C.Furnish, Install, Perform, Provide:
1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or
the word “Supply,” or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
00 73 10- 6
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 6 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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;
00 73 10- 7
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 7 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
00 73 10- 8
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 8 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
00 73 10- 9
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 9 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
00 73 10- 10
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 10 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
00 73 10- 11
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 11 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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: ____________________________________________________________
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: _____________________________________
Enter limits provided by Railroad Company (If none, write none)
b. Each Occurrence: : _____________________________________
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-
None
None
None
00 73 10- 12
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 12 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at-grade crossing, other work or activity is
proposed on a railroad company’s right-of-way at a location entirely separate from the
grade separation or at-grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company’s
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company’s property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor’s beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E.Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
00 73 10- 13
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 13 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
00 73 10- 14
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 14 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
00 73 10- 15
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 15 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2.Substitute Items:
a. If in City’s sole discretion an item of material or equipment proposed by Contractor does
not qualify as an “or-equal” item under Paragraph 5.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 01 25 00 and:
1) shall certify that the proposed substitute item will:
i. perform adequately the functions and achieve the results called for by the general
design;
ii. be similar in substance to that specified;
iii. be suited to the same use as that specified; and
2) will state:
i. the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor’s achievement of final completion on time;
ii. whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
iii. whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
i. all variations of the proposed substitute item from that specified;
ii. available engineering, sales, maintenance, repair, and replacement services; and
00 73 10- 16
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 16 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B.Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 5.05.A.2.
C.City’s Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination.
D.Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E.City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents.
F.Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or
“or-equal” at Contractor’s expense.
G.Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre-qualification
5.07 Concerning Subcontractors, Suppliers, and Others
A.Minority and Women Owned Business Enterprise Compliance:
00 73 10- 17
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 17 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Required for this Contract.
(Check this box if there is any City Participation)
Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City’s MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
X
00 73 10- 18
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 18 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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 11th day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E.Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
X
00 73 10- 19
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 19 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
00 73 10- 20
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 20 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
00 73 10- 21
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 21 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
00 73 10- 22
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 22 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
00 73 10- 23
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 23 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
00 73 10- 24
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 24 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.B. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
City, its officers, servants and employees, from and against any and all claims arising out of, or
alleged to arise out of, the work and services to be performed by the Contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this Contract. THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY
ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor’s responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional’s written approval when
submitted to City.
00 73 10- 25
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 25 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
00 73 10- 26
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 26 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
00 73 10- 27
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 27 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
00 73 10- 28
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 28 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
00 73 10- 29
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 29 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
00 73 10- 30
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 30 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
00 73 10- 31
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 31 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
00 73 10- 32
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 32 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants,
employees, and City’s other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City’s rights and remedies under this
Paragraph 11.09.
ARTICLE 12 – COMPLETION
12.01 Contractor’s Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor’s
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
00 73 10- 33
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 33 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
00 73 10- 34
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 34 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 – MISCELLANEOUS
14.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
14.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
00 73 10- 35
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
01 11 00 - 1
DAP SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH Magnolia Highline Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects
Revised December 20, 2012
SECTION 01 11 00 1
SUMMARY OF WORK 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Summary of Work to be performed in accordance with the Contract Documents 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10
2. Division 1 - General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Work Covered by Contract Documents 18
1. Work is to include furnishing all labor, materials, and equipment, and performing 19
all Work necessary for this construction project as detailed in the Drawings and 20
Specifications. 21
B. Subsidiary Work 22
1. Any and all Work specifically governed by documentary requirements for the 23
project, such as conditions imposed by the Drawings or Contract Documents in 24
which no specific item for bid has been provided for in the Proposal and the item is 25
not a typical unit bid item included on the standard bid item list, then the item shall 26
be considered as a subsidiary item of Work, the cost of which shall be included in 27
the price bid in the Proposal for various bid items. 28
C. Use of Premises 29
1. Coordinate uses of premises under direction of the City. 30
2. Assume full responsibility for protection and safekeeping of materials and 31
equipment stored on the Site. 32
3. Use and occupy only portions of the public streets and alleys, or other public places 33
or other rights-of-way as provided for in the ordinances of the City, as shown in the 34
Contract Documents, or as may be specifically authorized in writing by the City. 35
a. A reasonable amount of tools, materials, and equipment for construction 36
purposes may be stored in such space, but no more than is necessary to avoid 37
delay in the construction operations. 38
01 11 00 - 2
DAP SUMMARY OF WORK
Page 2 of 3
CITY OF FORT WORTH Magnolia Highline Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects
Revised December 20, 2012
b. Excavated and waste materials shall be stored in such a way as not to interfere 1
with the use of spaces that may be designated to be left free and unobstructed 2
and so as not to inconvenience occupants of adjacent property. 3
c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4
manner as not to interfere with the operation of the railroad. 5
1) All Work shall be in accordance with railroad requirements set forth in 6
Division 0 as well as the railroad permit. 7
D. Work within Easements 8
1. Do not enter upon private property for any purpose without having previously 9
obtained permission from the owner of such property. 10
2. Do not store equipment or material on private property unless and until the 11
specified approval of the property owner has been secured in writing by the 12
Contractor and a copy furnished to the City. 13
3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14
obstructions which must be removed to make possible proper prosecution of the 15
Work as a part of the project construction operations. 16
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 17
lawns, fences, culverts, curbing, and all other types of structures or improvements, 18
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 19
appurtenances thereof, including the construction of temporary fences and to all 20
other public or private property adjacent to the Work. 21
5. Notify the proper representatives of the owners or occupants of the public or private 22
lands of interest in lands which might be affected by the Work. 23
a. Such notice shall be made at least 48 hours in advance of the beginning of the 24
Work. 25
b. Notices shall be applicable to both public and private utility companies and any 26
corporation, company, individual, or other, either as owners or occupants, 27
whose land or interest in land might be affected by the Work. 28
c. Be responsible for all damage or injury to property of any character resulting 29
from any act, omission, neglect, or misconduct in the manner or method or 30
execution of the Work, or at any time due to defective work, material, or 31
equipment. 32
6. Fence 33
a. Restore all fences encountered and removed during construction of the Project 34
to the original or a better than original condition. 35
b. Erect temporary fencing in place of the fencing removed whenever the Work is 36
not in progress and when the site is vacated overnight, and/or at all times to 37
provide site security. 38
c. The cost for all fence work within easements, including removal, temporary 39
closures and replacement, shall be subsidiary to the various items bid in the 40
project proposal, unless a bid item is specifically provided in the proposal. 41
01 11 00 - 3
DAP SUMMARY OF WORK
Page 3 of 3
CITY OF FORT WORTH Magnolia Highline Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects
Revised December 20, 2012
1.5 SUBMITTALS [NOT USED] 1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.7 CLOSEOUT SUBMITTALS [NOT USED] 3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.9 QUALITY ASSURANCE [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
01 31 19 - 1
DAP PRECONSTRUCTION MEETING
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised August 30, 2013
SECTION 01 31 19
PRECONSTRUCTION MEETING
PART 1 - 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
01 31 19 - 2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised August 30, 2013
e. Other City representatives
f. Others as appropriate
4. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor’s work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
l. Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City’s representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
01 31 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised August 30, 2013
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 33 00 - 1
DAP SUBMITTALS
Page 1 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised August 30, 2013
SECTION 01 33 00
DAP SUBMITTALS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. General methods and requirements of submissions applicable to the following
Work-related submittals:
a. Shop Drawings
b. Product Data (including Standard Product List submittals)
c. Samples
d. Mock Ups
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
d) Purchasing
e) Fabrication
f) Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work.
01 33 00 - 2
DAP SUBMITTALS
Page 2 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised August 30, 2013
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B. Submittal Numbering
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific 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 ½ inches x 11 inches to 8 ½ inches x 11inches.
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
01 33 00 - 3
DAP SUBMITTALS
Page 3 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised August 30, 2013
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
01 33 00 - 4
DAP SUBMITTALS
Page 4 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised August 30, 2013
7) Standard wiring diagrams
8) Printed performance curves and operational-range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare-parts listing and printed product warranties
12) As applicable to the Work
H. Samples
1. As specified in individual Sections, include, but are not necessarily limited to:
a. Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
I. Do not start Work requiring a shop drawing, sample or product data nor any material to
be fabricated or installed prior to the approval or qualified approval of such item.
1. Fabrication performed, materials purchased or on-site construction accomplished
which does not conform to approved shop drawings and data is at the Contractor's
risk.
2. The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance
with approved shop drawings, applicable samples, and product data.
J. Submittal Distribution
1. Electronic Distribution
a. Confirm development of Project directory for electronic submittals to be
uploaded to City’s Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c. Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
01 33 00 - 5
DAP SUBMITTALS
Page 5 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised August 30, 2013
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
01 33 00 - 6
DAP SUBMITTALS
Page 6 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised August 30, 2013
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.
01 33 00 - 7
DAP SUBMITTALS
Page 7 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised August 30, 2013
9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L. Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M. Qualifications
1. If specifically required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Sufficient information shall be attached to permit a written response without further
information.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
01 33 00 - 8
DAP SUBMITTALS
Page 8 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised August 30, 2013
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
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 1 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised March 20, 2020
SECTION 01 45 23
TESTING AND INSPECTION SERVICES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to the City’s document management system, or another form of
distribution approved by the City.
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised March 20, 2020
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City’s Project Representative
4. Provide City’s Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City’s document management system.
01 50 00 - 1
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised JULY 1, 2011
SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Temporary Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City’s Project Representatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
01 50 00 - 2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised JULY 1, 2011
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
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised JULY 1, 2011
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on-call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE-INSTALLATION
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised JULY 1, 2011
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
01 55 26 - 1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised July 1, 2011
SECTION 01 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative procedures for:
a. Street Use Permit
b. Modification of approved traffic control
c. Removal of Street Signs
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
3. Section 34 71 13 – Traffic Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES
A. Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A. Traffic Control
1. General
a. When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B. Street Use Permit
1. Prior to installation of Traffic Control, a City Street Use Permit is required.
a. To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Works Department.
01 55 26 - 2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised July 1, 2011
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 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
01 55 26 - 3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised July 1, 2011
Revision Log
DATE NAME SUMMARY OF CHANGE
01 57 13 - 1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised July 1, 2011
SECTION 01 57 13
STORM WATER POLLUTION PREVENTION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Procedures for Storm Water Pollution Prevention Plans
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1 – General Requirements
3. Section 31 25 00 – Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a. Work associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Construction Activities resulting in greater than 1 acre of disturbance
a. Measurement and Payment shall be in accordance with Section 31 25 00.
1.3 REFERENCES
A. Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: NOT
3. Storm Water Pollution Prevention Plan: SWPPP
4. Texas Commission on Environmental Quality: TCEQ
5. Notice of Change: NOC
A. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. Integrated Storm Management (iSWM) Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A. General
1. Contractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised July 1, 2011
B. Construction Activities resulting in:
1. Less than 1 acre of disturbance
a. Provide erosion and sediment control in accordance with Section 31 25 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Required under general permit
TXR150000
a) Sign and post at job site
b) Prior to Preconstruction Meeting, send 1 copy to City Department of
Transportation and Public Works, Environmental Division, (817) 392-
6088.
2) Provide erosion and sediment control in accordance with:
a) Section 31 25 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
3. 5 acres or more of Disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a) Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a) Section 31 25 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
4) Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
1.5 SUBMITTALS
A. SWPPP
1. Submit in accordance with Section 01 33 00, except as stated herein.
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a) City Project Manager will forward to the City Department of
Transportation and Public Works, Environmental Division for review
01 57 13 - 3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised July 1, 2011
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
01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised March 20, 2020
SECTION 01 60 00
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. References for Product Requirements and City Standard Products List
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A list of City approved products for use is available through the City’s website at:
https://apps.fortworthtexas.gov/ProjectResources/ and following the directory
path: 02 - Construction Documents\Standard Products List
A. Only products specifically included on City’s Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
B. Any specific product requirements in the Contract Documents supersede similar
products included on the City’s Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City’s Standard Product List.
C. Although a specific product is included on City’s Standard Product List, not all
products from that manufacturer are approved for use, including but not limited to, that
manufacturer’s standard product.
D. See Section 01 33 00 for submittal requirements of Product Data included on City’s
Standard Product List.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
01 60 00
DAP PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised March 20, 2020
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City’s Standard Product List
4/7/2014 M.Domenech Revised for DAP application
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City’s website.
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
SECTION 01 66 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Scheduling of product delivery
2. Packaging of products for delivery
3. Protection of products against damage from:
a. Handling
b. Exposure to elements or harsh environments
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY AND HANDLING
A. Delivery Requirements
1. Schedule delivery of products or equipment as required to allow timely installation
and to avoid prolonged storage.
2. Provide appropriate personnel and equipment to receive deliveries.
3. Delivery trucks will not be permitted to wait extended periods of time on the Site
for personnel or equipment to receive the delivery.
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
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.
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A. Tests and Inspections
1. Inspect all products or equipment delivered to the site prior to unloading.
B. Non-Conforming Work
1. Reject all products or equipment that are damaged, used or in any other way
unsatisfactory for use on the project.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION
A. Protect all products or equipment in accordance with manufacturer's written directions.
B. Store products or equipment in location to avoid physical damage to items while in
storage.
C. Protect equipment from exposure to elements and keep thoroughly dry if required by
the manufacturer.
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
01 70 00 - 1
DAP MOBILIZATION AND REMOBILIZATION
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
SECTION 01 70 00
MOBILIZATION AND REMOBILIZATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Mobilization and Demobilization
a. Mobilization
1) Transportation of Contractor’s personnel, equipment, and operating 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
01 70 00 - 2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
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.
01 70 00 - 3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
3. Remobilization for suspension of Work as required by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of Section 00 72 00.
2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
4. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Work Order Mobilization” in accordance with Contract
Documents. Demobilization shall be considered subsidiary to mobilization
and shall not be paid for separately.
c. The price shall include:
1) Mobilization as described in Section 1.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Work Order Emergency Mobilization” in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
01 71 23 - 1
CONSTRUCTION STAKING AND SURVEY
Page 1 of 8
CITY OF FORT WORTH Magnolia Highline Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS #103903
Revised February 14, 2018
SECTION 01 71 231
CONSTRUCTION STAKING AND SURVEY2
PART 1 - GENERAL3
1.1 SUMMARY4
A. Section Includes:5
1. Requirements for construction staking and construction survey6
B. Deviations from this City of Fort Worth Standard Specification7
1. See Changes (Highlighted in Yellow).8
C. Related Specification Sections include, but are not necessarily limited to:9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract10
2. Division 1 – General Requirements11
1.2 PRICE AND PAYMENT PROCEDURES12
A. Measurement and Payment13
1. Construction Staking14
a. Measurement15
1) This Item is considered subsidiary to the various Items bid.16
b. Payment17
1) The work performed and the materials furnished in accordance with this 18
Item are subsidiary to the various Items bid and no other compensation will 19
be allowed.20
2. Construction Survey21
a. Measurement22
1) This Item is considered subsidiary to the various Items bid.23
b. Payment24
1) The work performed and the materials furnished in accordance with this 25
Item are subsidiary to the various Items bid and no other compensation will be 26
allowed.27
3. As-Built Survey28
a. Measurement29
1) This Item is considered subsidiary to the various Items bid.30
b. Payment31
1) The work performed and the materials furnished in accordance with this 32
Item are subsidiary to the various Items bid and no other compensation will be 33
allowed.34
35
36
37
38
39
40
01 71 23 - 2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 8
CITY OF FORT WORTH Magnolia Highline Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS #103903
Revised February 14, 2018
1.3 REFERENCES1
A. Definitions2
1. Construction Survey - The survey measurements made prior to or while 3
construction is in progress to control elevation, horizontal position, dimensions and 4
configuration of structures/improvements included in the Project Drawings. 5
2. As-built Survey –The measurements made after the construction of the 6
improvement features are complete to provide position coordinates for the features 7
of a project.8
3. Construction Staking – The placement of stakes and markings to provide offsets 9
and elevations to cut and fill in order to locate on the ground the designed 10
structures/improvements included in the Project Drawings. Construction staking 11
shall include staking easements and/or right of way if indicated on the plans.12
4. Survey “Field Checks” – Measurements made after construction staking is 13
completed and before construction work begins to ensure that structures marked on 14
the ground are accurately located per Project Drawings.15
B. Technical References16
1. City of Fort Worth – Construction Staking Standards (available on City’s Buzzsaw 17
website) – 01 71 23.16.01_ Attachment A_Survey Staking Standards18
2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 19
on City’s Buzzsaw website).20
3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision21
4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 22
Surveying in the State of Texas, Category 523
24
1.4 ADMINISTRATIVE REQUIREMENTS25
A. The Contractor’s selection of a surveyor must comply with Texas Government 26
Code 2254 (qualifications based selection) for this project.27
1.5 SUBMITTALS28
A. Submittals, if required, shall be in accordance with Section 01 33 00. 29
B. All submittals shall be received and reviewed by the City prior to delivery of work.30
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS31
A. Field Quality Control Submittals32
1. Documentation verifying accuracy of field engineering work, including coordinate 33
conversions if plans do not indicate grid or ground coordinates.34
2. Submit “Cut-Sheets” conforming to the standard template provided by the City 35
(refer to 01 71 23.16.01 – Attachment A – Survey Staking Standards).36
37
1.7 CLOSEOUT SUBMITTALS38
B. As-built Redline Drawing Submittal39
01 71 23 - 3
CONSTRUCTION STAKING AND SURVEY
Page 3 of 8
CITY OF FORT WORTH Magnolia Highline Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS #103903
Revised February 14, 2018
1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 1
constructed improvements signed and sealed by Registered Professional Land 2
Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 – Attachment A 3
– Survey Staking Standards) .4
2. Contractor shall submit the proposed as-built and completed redline drawing 5
submittal one (1) week prior to scheduling the project final inspection for City 6
review and comment. Revisions, if necessary, shall be made to the as-built redline 7
drawings and resubmitted to the City prior to scheduling the construction final8
inspection.9
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]10
1.9 QUALITY ASSURANCE11
A. Construction Staking12
1. Construction staking will be performed by the Contractor.13
2. Coordination14
a. Contact City and Developer’s Project Representative at least one week in 15
advance notifying the City of when Construction Staking is scheduled.16
b. It is the Contractor’s responsibility to coordinate staking such that 17
construction activities are not delayed or negatively impacted.18
3. General19
a. Contractor is responsible for preserving and maintaining stakes. If City20
surveyors or Developer’s Project Representative are required to re-stake for 21
any reason, the Contractor will be responsible for costs to perform staking. If 22
in the opinion of the City, a sufficient number of stakes or markings have been 23
lost, destroyed disturbed or omitted that the contracted Work cannot take place 24
then the Contractor will be required to stake or re-stake the deficient areas.25
B. Construction Survey26
1. Construction Survey will be performed by the Contractor.27
2. Coordination28
a. Contractor to verify that horizontal and vertical control data established in the 29
design survey and required for construction survey is available and in place.30
3. General31
a. Construction survey will be performed in order to construct the work shown 32
on the Construction Drawings and specified in the Contract Documents.33
b. For construction methods other than open cut, the Contractor shall perform 34
construction survey and verify control data including, but not limited to, the 35
following:36
1) Verification that established benchmarks and control are accurate.37
2) Use of Benchmarks to furnish and maintain all reference lines and grades 38
for tunneling. 39
3) Use of line and grades to establish the location of the pipe.40
4) Submit to the City copies of field notes used to establish all lines and 41
grades, if requested, and allow the City to check guidance system setup prior 42
to beginning each tunneling drive.43
5) Provide access for the City, if requested, to verify the guidance system and 44
the line and grade of the carrier pipe.45
01 71 23 - 4
CONSTRUCTION STAKING AND SURVEY
Page 4 of 8
CITY OF FORT WORTH Magnolia Highline Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS #103903
Revised February 14, 2018
6) The Contractor remains fully responsible for the accuracy of the work and 1
correction of it, as required.2
7) Monitor line and grade continuously during construction.3
8) Record deviation with respect to design line and grade once at each pipe 4
joint and submit daily records to the City.5
9) If the installation does not meet the specified tolerances (as outlined in 6
Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 7
the installation in accordance with the Contract Documents.8
C. As-Built Survey9
1. Required As-Built Survey will be performed by the Contractor.10
2. Coordination11
a. Contractor is to coordinate with City to confirm which features require as-12
built surveying.13
b. It is the Contractor’s responsibility to coordinate the as-built survey and 14
required measurements for items that are to be buried such that construction 15
activities are not delayed or negatively impacted.16
c. For sewer mains and water mains 12” and under in diameter, it is acceptable 17
to physically measure depth and mark the location during the progress of 18
construction and take as-built survey after the facility has been buried. The 19
Contractor is responsible for the quality control needed to ensure accuracy.20
3. General21
a. The Contractor shall provide as-built survey including the elevation and 22
location (and provide written documentation to the City) of construction 23
features during the progress of the construction including the following:24
1) Water Lines25
a) Top of pipe elevations and coordinates for waterlines at the following 26
locations:27
(1) Minimum every 250 linear feet, including28
(2) Horizontal and vertical points of inflection, curvature, 29
etc. 30
(3) Fire line tee31
(4) Plugs, stub-outs, dead-end lines32
(5) Casing pipe (each end) and all buried fittings33
2) Sanitary Sewer34
a) Top of pipe elevations and coordinates for force mains and siphon 35
sanitary sewer lines (non-gravity facilities) at the following locations:36
(1) Minimum every 250 linear feet and any buried fittings37
(2) Horizontal and vertical points of inflection, curvature, 38
etc.39
3) Stormwater – Not Applicable40
b. The Contractor shall provide as-built survey including the elevation and 41
location (and provide written documentation to the City) of construction 42
features after the construction is completed including the following:43
1) Manholes44
a) Rim and flowline elevations and coordinates for each manhole 45
2) Water Lines46
a) Cathodic protection test stations47
b) Sampling stations48
c) Meter boxes/vaults (All sizes)49
01 71 23 - 5
CONSTRUCTION STAKING AND SURVEY
Page 5 of 8
CITY OF FORT WORTH Magnolia Highline Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS #103903
Revised February 14, 2018
d) Fire hydrants1
e) Valves (gate, butterfly, etc.)2
f) Air Release valves (Manhole rim and vent pipe)3
g) Blow off valves (Manhole rim and valve lid)4
h) Pressure plane valves5
i) Underground Vaults6
(1) Rim and flowline elevations and coordinates for each 7
Underground Vault.8
3) Sanitary Sewer9
a) Cleanouts10
(1) Rim and flowline elevations and coordinates for each11
b) Manholes and Junction Structures12
(1) Rim and flowline elevations and coordinates for each 13
manhole and junction structure.14
4) Stormwater – Not Applicable15
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]16
1.11 FIELD [SITE] CONDITIONS [NOT USED]17
1.12 WARRANTY18
PART 2 - PRODUCTS19
A. A construction survey will produce, but will not be limited to:20
1. Recovery of relevant control points, points of curvature and points of intersection. 21
2. Establish temporary horizontal and vertical control elevations (benchmarks) 22
sufficiently permanent and located in a manner to be used throughout construction. 23
3. The location of planned facilities, easements and improvements. 24
a. Establishing final line and grade stakes for piers, floors, grade beams, parking 25
areas, utilities, streets, highways, tunnels, and other construction. 26
b. A record of revisions or corrections noted in an orderly manner for reference. 27
c. A drawing, when required by the client, indicating the horizontal and vertical 28
location of facilities, easements and improvements, as built.29
4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 30
construction staking projects. These cut sheets shall be on the standard city template 31
which can be obtained from the Survey Superintendent (817-392-7925).32
5. Digital survey files in the following formats shall be acceptable:33
a. AutoCAD (.dwg)34
b. ESRI Shapefile (.shp)35
c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 36
standard templates, if available)37
6. Survey files shall include vertical and horizontal data tied to original project 38
control and benchmarks, and shall include feature descriptions39
PART 3 - EXECUTION40
3.1 INSTALLERS41
01 71 23 - 6
CONSTRUCTION STAKING AND SURVEY
Page 6 of 8
CITY OF FORT WORTH Magnolia Highline Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS #103903
Revised February 14, 2018
A. Tolerances:1
1. The staked location of any improvement or facility should be as accurate as 2
practical and necessary. The degree of precision required is dependent on many 3
factors all of which must remain judgmental. The tolerances listed hereafter are 4
based on generalities and, under certain circumstances, shall yield to specific 5
requirements. The surveyor shall assess any situation by review of the overall plans 6
and through consultation with responsible parties as to the need for specific 7
tolerances. 8
a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 9
tolerance. Horizontal alignment for earthwork and rough cut should not exceed 10
1.0 ft. tolerance. 11
b. Horizontal alignment on a structure shall be within .0.1ft tolerance. 12
c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 13
walkways shall be located within the confines of the site boundaries and, 14
occasionally, along a boundary or any other restrictive line. Away from any 15
restrictive line, these facilities should be staked with an accuracy producing no 16
more than 0.05ft. tolerance from their specified locations. 17
d. Underground and overhead utilities, such as sewers, gas, water, telephone and 18
electric lines, shall be located horizontally within their prescribed areas or 19
easements. Within assigned areas, these utilities should be staked with an 20
accuracy producing no more than 0.1 ft tolerance from a specified location. 21
e. The accuracy required for the vertical location of utilities varies widely. Many 22
underground utilities require only a minimum cover and a tolerance of 0.1 ft. 23
should be maintained. Underground and overhead utilities on planned profile, 24
but not depending on gravity flow for performance, should not exceed 0.1 ft. 25
tolerance. 26
B. Surveying instruments shall be kept in close adjustment according to manufacturer’s 27
specifications or in compliance to standards. The City reserves the right to request a 28
calibration report at any time and recommends regular maintenance schedule be 29
performed by a certified technician every 6 months.30
1. Field measurements of angles and distances shall be done in such fashion as to 31
satisfy the closures and tolerances expressed in Part 3.1.A. 32
2. Vertical locations shall be established from a pre-established benchmark and 33
checked by closing to a different bench mark on the same datum. 34
3. Construction survey field work shall correspond to the client’s plans. Irregularities 35
or conflicts found shall be reported promptly to the City. 36
4. Revisions, corrections and other pertinent data shall be logged for future reference.37
38
3.2 EXAMINATION [NOT USED]39
3.3 PREPARATION [NOT USED]40
3.4 APPLICATION41
3.5 REPAIR / RESTORATION42
A. If the Contractor’s work damages or destroys one or more of the control 43
monuments/points set by the City or Developer’s Project Representative, the monuments 44
shall be adequately referenced for expedient restoration. 45
01 71 23 - 7
CONSTRUCTION STAKING AND SURVEY
Page 7 of 8
CITY OF FORT WORTH Magnolia Highline Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS #103903
Revised February 14, 2018
1. Notify City or Developer’s Project Representative if any control data needs to be 1
restored or replaced due to damage caused during construction operations.2
a. Contractor shall perform replacements and/or restorations.3
b. The City or Developer’s Project Representative may require at any time a 4
survey “Field Check” of any monument or benchmarks that are set be verified 5
by the City surveyors or Developer’s Project Representative before further 6
associated work can move forward.7
3.6 RE-INSTALLATION [NOT USED]8
3.7 FIELD [OR] SITE QUALITY CONTROL9
A. It is the Contractor’s responsibility to maintain all stakes and control data placed by the 10
City or Developer’s Project Representative in accordance with this Specification. This 11
includes easements and right of way, if noted on the plans.12
B. Do not change or relocate stakes or control data without approval from the City.13
3.8 SYSTEM STARTUP14
A. Survey Checks15
1. The City reserves the right to perform a Survey Check at any time deemed 16
necessary. 17
2. Checks by City personnel or 3
rd party contracted surveyor are not intended to 18
relieve the contractor of his/her responsibility for accuracy. 19
20
3.9 ADJUSTING [NOT USED]21
3.10 CLEANING [NOT USED]22
3.11 CLOSEOUT ACTIVITIES [NOT USED]23
3.12 PROTECTION [NOT USED]24
3.13 MAINTENANCE [NOT USED]25
3.14 ATTACHMENTS [NOT USED]26
END OF SECTION27
28
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
8/31/2017 M. Owen
Added instruction and modified measurement & payment under 1.2; added
definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal
requirements; modified 1.9 Quality Assurance; added PART 2 – PRODUCTS ;
Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup.
2/14/2018 M Owen
Removed “blue text”; revised measurement and payment sections for Construction
Staking and As-Built Survey; added reference to selection compliance with TGC
2254; revised action and Closeout submittal requirements; added acceptable depth
01 71 23 - 8
CONSTRUCTION STAKING AND SURVEY
Page 8 of 8
CITY OF FORT WORTH Magnolia Highline Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS #103903
Revised February 14, 2018
measurement criteria; revised list of items requiring as-built survey “during” and
“after” construction; and revised acceptable digital survey file format
1
01 74 23 - 1
DAP CLEANING
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
SECTION 01 74 23
CLEANING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning of closed
systems specified elsewhere
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Scheduling
1. Schedule cleaning operations so that dust and other contaminants disturbed by
cleaning process will not fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND HANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
01 74 23 - 2
DAP CLEANING
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A. Cleaning Agents
1. Compatible with surface being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a. Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A. General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
storm or sanitary drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manner approved by City and regulatory agencies.
01 74 23 - 3
DAP CLEANING
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
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]
01 74 23 - 4
DAP CLEANING
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
SECTION 01 77 19
CLOSEOUT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. The procedure for closing out a contract
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds,
certificates, licenses and affidavits required for Work or equipment as specified are
satisfactorily filed with the City.
B. Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A. Submit all required documentation to City’s Project Representative.
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
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 01 78 23
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
01 74 23.
C. Final Inspection
1. After final cleaning, provide notice to the City Project Representative that the Work
is completed.
a. The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertake the Work
required to remedy deficiencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Work associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c. Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
f. Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
D. Notice of Project Completion
01 77 19 - 3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
f. Contractor’s Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
01 78 23 - 1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
SECTION 01 78 23
OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Product data and related information appropriate for City's maintenance and
operation of products furnished under Contract
2. Such products may include, but are not limited to:
a. Traffic Controllers
b. Irrigation Controllers (to be operated by the City)
c. Butterfly Valves
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Schedule
1. Submit manuals in final form to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be
approved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A. Submittal Form
1. Prepare data in form of an instructional manual for use by City personnel.
2. Format
a. Size: 8 ½ 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
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
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.
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
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
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
i. Charts of valve tag numbers, with location and function of each valve
j. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
k. Other data as required under pertinent Sections of Specifications
3. Content, for each electric and electronic system, as appropriate:
a. Description of system and component parts
1) Function, normal operating characteristics, and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Circuit directories of panelboards
1) Electrical service
2) Controls
3) Communications
c. As installed color coded wiring diagrams
d. Operating procedures
1) Routine and normal operating instructions
2) Sequences required
3) Special operating instructions
e. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Adjustment and checking
f. Manufacturer's printed operating and maintenance instructions
g. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
h. Other data as required under pertinent Sections of Specifications
4. Prepare and include additional data when the need for such data becomes apparent
during instruction of City's personnel.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Provide operation and maintenance data by personnel with the following criteria:
1. Trained and experienced in maintenance and operation of described products
2. Skilled as technical writer to the extent required to communicate essential data
3. Skilled as draftsman competent to prepare required drawings
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
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
01 78 39 - 1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Work associated with the documenting the project and recording changes to project
documents, including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City’s Project Representative.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Accuracy of Records
1. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other Documents where such entry is required to show the change properly.
2. Accuracy of records shall be such that future search for items shown in the Contract
Documents may rely reasonably on information obtained from the approved Project
Record Documents.
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
3. To facilitate accuracy of records, make entries within 24 hours after receipt of
information that the change has occurred.
4. Provide factual information regarding all aspects of the Work, both concealed and
visible, to enable future modification of the Work to proceed without lengthy and
expensive site measurement, investigation and examination.
1.10 STORAGE AND HANDLING
A. Storage and Handling Requirements
1. Maintain the job set of Record Documents completely protected from deterioration
and from loss and damage until completion of the Work and transfer of all recorded
data to the final Project Record Documents.
2. In the event of loss of recorded data, use means necessary to again secure the data
to the City's approval.
a. In such case, provide replacements to the standards originally required by the
Contract Documents.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
2.2 RECORD DOCUMENTS
A. Job set
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
charge to the Contractor, 1 complete set of all Documents comprising the Contract.
B. Final Record Documents
1. At a time nearing the completion of the Work and prior to Final Inspection, provide
the City 1 complete set of all Final Record Drawings in the Contract.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANCE DOCUMENTS
A. Maintenance of Job Set
1. Immediately upon receipt of the job set, identify each of the Documents with the
title, "RECORD DOCUMENTS - JOB SET".
01 78 39 - 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
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.
01 78 39 - 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
0DJQROLD+LJKOLQH$SDUWPHQWV
Revised April 7, 2014
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
APPENDIX
OVER 20 YEARS OF SERVICE
2324 Fabens Rd Phone: 214-352-4100
Dallas, Texas Fax: 214-352-4811
www.fargotexas.com
TBPE Firm Registration No.
F-7270
FARGO Report of
Geotechnical Exploration
Proposed:
Multifamily Residential Development
‘Trinity Bluffs Highline’
Gounah Street
Fort Worth, Texas
Prepared for:
URBAN GENESIS
Houston, Texas
FARGO Report No. G20-3545
June 2020
Fargo Consultants, Inc.
June 22, 2020J2220
FARGO Report No. G20-3545
Geotechnical Engineering Construction Materials Testing Environmental Services
www.fargotexas.com
Contents
INTRODUCTION ............................................................................................................... 1
Purpose and Scope ....................................................................................................... 1
Site and Project General Information ............................................................................. 1
GENERAL SUBSURFACE CONDITIONS ......................................................................... 2
Groundwater .................................................................................................................. 3
Seismic Considerations ................................................................................................. 3
ANALYSES AND RECOMMENDATIONS ......................................................................... 3
Existing Fill .................................................................................................................... 3
Potential Soil Vertical Movement ................................................................................... 3
Design Recommendations ............................................................................................. 4
Straight-Shaft Pier Foundation ....................................................................................... 5
Floor System, Pier Foundation – At-grade Apartments/Leasing Office .......................... 7
Subgrade Modification ................................................................................................... 8
Vapor Retarder Beneath Ground-Supported Slabs ...................................................... 10
Other Considerations ................................................................................................... 11
Ground-Supported First-Level Parking Slab ................................................................ 12
UTILITIES ....................................................................................................................... 13
Proposed Pool ............................................................................................................. 13
EARTHWORK ................................................................................................................. 14
PAVEMENT .................................................................................................................... 16
LANDSCAPING AND DRAINAGE CONSIDERATIONS .................................................. 19
CONSTRUCTION OBSERVATION AND TESTING FREQUENCY ................................. 19
REPORT CLOSURE ....................................................................................................... 19
ILLUSTRATIONS
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)
APPENDIX
Field Exploration (C-1)
Laboratory Testing (C-2)
FARGO Report No. G20-3545
-1-
INTRODUCTION
Purpose and Scope
The primary purpose of this study was to provide geotechnical information and
recommendations related to:
x Earthwork
x Foundation design and construction
x 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.
Site and Project General Information
General site conditions noted at the time of this study are presented below:
Subject Site
General location Located at northeast corner of the intersection of Gounah Street and
Samuels Avenue in Fort Worth, Texas.
Prior developments
Google Earth aerial photographs show indications that the site
previously may have been developed with buildings. The referenced
structures were not present at the time of this study.
Ground surface conditions
Covered with light vegetation.
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 layout and boring locations
Site Vicinity Map, (Plate A)
Location Plan, (Plate A-1)
(Referenced plates are in report Illustrations section).
FARGO Report No. G20-3545
-2-
General project information provided to us at the time of this study are presented below:
Proposed Development
Building type
A total of two (2) buildings
Each building to mostly consist of 4-story wood frame apartments
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.
Maximum loads Columns: 200 kips
Grading plan Not available at the time of this study
Cut and fill slopes No steeper than 4H:1V – (Assumed)
Parking and drives
(other than podium parking) Surface parking and drives
Types of vehicles on pavement Passenger vehicles, light trucks, and garbage trucks.
GENERAL SUBSURFACE CONDITIONS
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:
Stratum Material Encountered Approximate Depth to
Bottom of Stratum
Consistency
and/or Relative
Density
Fill
Brown, dark brown and tan intermixed
clay and sandy clay with gravel and
asphalt
2 to 8 feet --
1
Reddish brown alternating (CH) clay
and (CL) sandy clays underlain by tan
sandy clays
9 to 15 feet Very Stiff to
Hard
2 Tan limestone 18 to 22 feet --
3 Gray limestone Termination depths of borings --
Remarks:
x Fill thickness and its composition may vary in areas beyond the locations where borings were advanced.
x Bottom stratum maybe deeper than the termination depths of borings.
FARGO Report No. G20-3545
-3-
Groundwater
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.
Seismic Considerations
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.
ANALYSES AND RECOMMENDATIONS
Existing Fill
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.
Potential Soil Vertical Movement
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.
FARGO Report No. G20-3545
-4-
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:
x Surface drainage conditions.
x Moisture profile at the time of construction.
x Variations in thickness of active soils and soil properties.
x 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:
x Evaluation of data obtained at the location of borings.
x Existing surface conditions.
x Assuming movements occur only due to normal seasonal moisture fluctuations.
x Results of absorption swell test.
x Assuming all existing uncontrolled fill is removed prior to the grading of the site.
x Assuming dry subgrade condition at the time of construction.
x Texas Department of Transportation (TxDOT) Test Method Tex-124-E.
x 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.
Design Recommendations
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 ½ 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.
Please Note – 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.
FARGO Report No. G20-3545
-5-
It is our understanding that pier type foundation is the most desired foundation type for
support of structural loads.
Straight-Shaft Pier Foundation
Structural loads can be supported by straight-shaft pier foundation system. Geotechnical
related guidelines and parameters for the design of piers are outlined below:
Bearing Stratum Tan and/or gray limestone
End Bearing Pressure 18 ksf – At or below minimum 3-foot penetration into bearing stratum
Skin Friction in Compression 3.5 ksf – Below minimum 2-foot penetration into bearing stratum
Uplift Pressure Due to
Soil Swell
1.2 ksf – Acting on the upper average 10 feet of pier, dry soil condition
0.8 ksf – Acting on the upper average 10 feet, subgrade modified following
the procedure presented in the Subgrade Modification section.
Negative Skin Friction to
Resist Uplift 2 ksf – Below minimum 2-foot penetration into bearing stratum
Anticipated Elastic Set tlement About ½ inch
Differential Settlement 50% to 75% of total settlement
Minimum Clear Pier Spacing
1.5 times the larger shaft diameter. Reduction in pier load carrying
capacity will apply for closer spacing. For closer spacing, Fargo should
be contacted for case by case evaluation.
Use of Casing Not anticipated (assuming groundwater conditions at the time of pier
drilling to be same or similar to conditions during boring advancement)
Remarks:
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.
FARGO Report No. G20-3545
-6-
Pier Lateral Load Capacity – The following estimated soil and rock parameters may be
used in calculation for lateral load capacity of piers.
Approximate depth below
(June 2020) grade (feet)
Total unit weight
(pcf)
Modulus of subgrade
Reaction (pcf)
Strain at 50% of
failure stress (%)
0 to 15 feet:
Near-surface clay, sandy
clay and calcareous clay
115 Disregard --
15 to 22 feet:
Tan limestone 125 1.2×106 0.6
Deeper than 22 feet:
Gray limestone 135 4.5×106 0.5
Additional recommendations and considerations, pier foundation system
x 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 backfill operations.
x The weight of the pier concrete below final grade may be neglected in determining foundation
loads.
x 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.
x In no event should a pier excavation be allowed to remain open for more than 5 hours.
x The bottom of a pier excavation should be clean and free of standing water prior to concrete
placement.
x Concrete placed in a pier excavation should be placed through a tremie to avoid segregation of
the aggregates.
x FARGO should be retained to perform continuous observation during construction of the piers.
Observation is recommended to verify:
¾ proper pier depth,
¾ bearing stratum,
¾ minimum depth and/or penetration,
¾ pier shafts are within acceptable vertical tolerance, and
¾ bottom of the pier hole is clean prior to placement of concrete.
x 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.
x Bid for pier depths should be adjusted based on final site grades.
Grade Beams, and Pier Caps – 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.
FARGO Report No. G20-3545
-7-
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.
Floor System, Pier Foundation – At-grade Apartments/Leasing Office
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.
Structurally-Suspended Floor System, Pier Foundation – 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:
x Entrances including areas with features that are considered as sensitive to soil-related
movements should be structurally suspended.
x 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.
x The perimeter slabs should not be structurally connected to the foundation to allow free
upward movements without stressing the foundation system.
FARGO Report No. G20-3545
-8-
Ground-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.
Subgrade Modification
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.
Excavation and Placement – 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.
FARGO Report No. G20-3545
-9-
Recommended procedure is as follows:
x Remove existing improvements and strip vegetation and dispose of construction debris and the
organic materials in accordance with project specifications.
x 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.
x 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.
x 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.
x 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.
x 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.
x Subgrade exposed at the bottom of excavation may consist of clay soils or limestone materials.
¾ 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.
¾ 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.
x 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.
x Fill materials should be benched into the sidewalls to minimize vertical shear failure between the
modified subgrade and surrounding materials.
x 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.
x 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.
FARGO Report No. G20-3545
-10-
Surface Cap – 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:
Surface Cap
(Options)
Thickness
(inches) Description Remarks
Select fill 12 As described in report’s Earthwork section. 1
Flexible Base 12
TxDOT Item 247, Type D, Grade 1-2, placed in lifts no greater
than 8-inch thick and compacted to at least 98 percent of
maximum Proctor dry density (ASTM D 698) at 2 percentage
points of optimum.
1
Lime Treated
Subgrade 8 Estimated lime amount: 36 lb per square yard.
Refer to report’s Pavement section for compaction criteria. 2 & 3
Remarks:
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.
Vapor Retarder Beneath Ground-Supported Slabs
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
FARGO Report No. G20-3545
-11-
bottom of grade beam excavations) to avoid resistance of poly during and after concrete
placement and to avoid formation of voids below poly.
Other Considerations
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.
FARGO Report No. G20-3545
-12-
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.
Ground-Supported First-Level Parking Slab
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.
FARGO Report No. G20-3545
-13-
UTILITIES
The following is recommended regarding construction of utilities:
x Care should be taken that utility trenches are not left open for extended periods and that
they are properly backfilled.
x 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.
x Backfill should not contain rock pieces greater than 5 inches in maximum dimension.
x 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.
x Movement of the active soils can impact utilities. Storm drains should be designed with
adequate slope considering the effect of soil movement.
x 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.
Proposed Pool
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.
x Potential soil movement – 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.
x Lateral earth pressure – It is assumed that earth-formed pool type construction will be used.
Considering At-Rest pressure and backfill 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.
FARGO Report No. G20-3545
-14-
x Upward pressure due to buoyancy – 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.
EARTHWORK
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.
Areas subject to subgrade modification – Preparation of the building pad and subgrade
modification should be performed following the guideline recommendations provided
previously in this report.
Areas not subject to subgrade modification by excavation – Guideline
recommendations for proof rolling, fill placement and compaction are presented below:
Proof rolling:
x 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.
x Use heavy rubber-tired equipment (loaded dump truck or water truck) weighing not
less than 20 tons for proof rolling.
x Remove areas that exhibit pumping action or are excessively soft/compressible.
x Backfill with on-site suitable materials.
Fill placement and compaction:
x Prior to fill placement, scarify subgrade to a depth of 8 inches.
x Compact from 95 to 100 percent of the maximum dry density, as determined by
ASTM D 698, “Standard Proctor” at or above optimum moisture.
x Place fill in loose lifts no greater than 8-inch thick.
x Compact to the moisture and density requirements outlined above.
Additional recommendations related to earthwork
x 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.
FARGO Report No. G20-3545
-15-
x 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.
x Surface desiccation should not be allowed and if noted the lift should be reworked and
compacted to the moisture and density criteria outlined above.
x 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.
x All constructed slopes should be vegetated as soon as possible. Use of erosion control
fabric is recommended during vegetation of the slopes.
x 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.
x 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.
Existing fill – 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:
x Remove existing improvements and strip vegetation and dispose of construction debris and
the organic materials in accordance with project specifications.
x 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.
x Proof roll the exposed subgrade at the bottom of excavation following the recommendations
provided in this report.
x 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.
x 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.
FARGO Report No. G20-3545
-16-
Previous structures – 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.
PAVEMENT
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.
Estimated percent lime to treat subgrade 7 percent by dry soil weight
Estimated amount of lime to treat
the upper 6-inch of subgrade
32 pounds per square yard
(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:
FARGO Report No. G20-3545
-17-
Portland Cement Concrete Pavement – 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:
General
Traffic Conditions
Estimated
Annual ESAL
Portland Cement
Concrete Pavement
Thickness (inches)
28-Day Minimum
Compressive
Strength (psi)
Light-Duty
Passenger Cars and
Occasional Light Trucks
25,000 5 3,000
Medium-Duty
Passenger Cars, Light Trucks,
Tractor Trailer
50,000 6* 3,600
Heavy Duty
Loading/unloading Area -
Medium to Heavy-Duty Trucks
80,000 7* 4,000
* 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.
Dumpster Pad – 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.
Sulfate-Induced Heave – 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.
FARGO Report No. G20-3545
-18-
Other Pavement Related Recommendations and Considerations
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.
FARGO Report No. G20-3545
-19-
LANDSCAPING AND DRAINAGE CONSIDERATIONS
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.
CONSTRUCTION OBSERVATION AND TESTING FREQUENCY
It is recommended that the following items, as a minimum, be observed and tested by a
representative of FARGO during construction.
Observation:
x Fill placement and compaction.
x Foundation construction and concrete placement.
Field Compaction Testing:
x Building pads, one test per 3,000 square feet per lift within fills (minimum of 2 tests per lift).
x Area paving, one test per 3,000 square feet per lift within fills (minimum of 2 tests per lift).
x Utilities, one test per 150 linear feet per lift or as per city/county requirements.
x Fill placed next to grade beams, one test per 150 linear feet per lift.
REPORT CLOSURE
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.
FARGO Report No. G20-3545
-20-
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 ½ 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.
FARGO Report No. G20-3545
-21-
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.
ILLUSTRATIONS
Garvey St
�
3
c
m
➢
m
w
c
r,
: y
3
G
M
3
ro
Pioneers Res[
[eme�ery
�
SITE
��I
i�
Gounah St
x
3
�
0
�' Johnson St
��
��l
?
r
S�
a�`
ph
�
l'j
� -nt �,�
� ��
�, �
� ':
',�
1
k -a
e,�. `�y, F
� ���� ���
d �"� �
1 �
� -�,� �. y 5�.
� p`
1�5` ' 4 2
ti {�,a
�a `�
�5� �,
�,a
.ssa ej t
2
y
d
3
�
ro Sti
�r
� �Qea
G
��f
c
2
Z.
. i
r
�
a�rS
� � J,
}_1 'c
0
Site Vicinity Map
Fn��O Project: Proposed Multifamily Development
Loeation: Gounah Sreet, Fort Worth, Texas
FARGO Report No.: G203545
PLATE A
D
�
Z
C
m
Location Plan
F�� wO Project: Proposed Multifamily Development
VLocation: Gounah Street, Fort Worth, Texas
FARGO Report No.: G203545
Not To Scale
� Approximate Boring Location
PLATE A-1
GOUNAH STREET ENTRY
0
5
10
15
20
25
30
35
P4.5+
P4.5+
P4.5+
P4.5+
P4.5+
T100/2"
T100/
0.5"
T100/
0.5"
T100/
0.5"
2
9
13
22
30
Brown sandy clay with a trace of gravel - Possible FILL
Reddish brown alternating CLAY (CH) and SANDY CLAY
(CL) with a trace of gravel
Tan calcareous CLAY (CL)
Tan LIMESTONE
Gray LIMESTONE with occasional medium gray shale
seams
BORING TERMINATED AT 30 FEET
9
13
10
15
15
47 19 28
106 3.7
LOG OF BORING NO. B-1
Report No:G20-3545 Date Sampled:6/9/2020
Reference:Proposed Multifamily Development
Fort Worth, Texas
Location: See Plate A-1
Surface Elevation:N.A.
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, NO. OF BLOWSN: SPT, NO. OF BLOWSSTRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Sampling Type:Intermittent
GROUNDWATER INFORMATION:
Seepage Encountered During Drilling (feet):None
Depth to Top of Water Upon Completion (feet):Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH (TSF)% PASSING NO. 200SIEVEPlate 1
0
5
10
15
20
25
30
35
P4.0
P4.0
P4.5
P4.5+
P4.0
P4.5+
T100/
1.5"
T100/1"
T100/
0.5"
4
9
15
22
30
Brown, dark brown and tan intermixed clays with gravel -
FILL
Reddish brown alternating CLAY (CH) and SANDY CLAY
(CL) with a trace of calcareous nodules
Tan calcareous CLAY (CL) with occasional calcium pockets
- with tan limestone seams below 13 feet
Tan LIMESTONE
Gray LIMESTONE with occasional dark gray shale seams
BORING TERMINATED AT 30 FEET
6
16
18
17
18
17
57
42
22
18
35
24 102 2.8
LOG OF BORING NO. B-2
Report No:G20-3545 Date Sampled:6/9/2020
Reference:Proposed Multifamily Development
Fort Worth, Texas
Location: See Plate A-1
Surface Elevation:N.A.
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, NO. OF BLOWSN: SPT, NO. OF BLOWSSTRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Sampling Type:Intermittent
GROUNDWATER INFORMATION:
Seepage Encountered During Drilling (feet):None
Depth to Top of Water Upon Completion (feet):Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH (TSF)% PASSING NO. 200SIEVEPlate 2
0
5
10
15
20
25
30
35
P4.0
N16
P4.5+
P4.5+
N32
P4.5+
T100/2"
T100/
0.5"
T100/
0.5"
5
12
18
25
Brown and tan intermixed clay and calcareous clay with tan
limestone - FILL
Tan calcareous CLAY (CL) with tan limestone seams
Tan LIMESTONE
Gray LIMESTONE
BORING TERMINATED AT 25 FEET
10
7
12
10
14 44 19 25
LOG OF BORING NO. B-3
Report No:G20-3545 Date Sampled:6/9/2020
Reference:Proposed Multifamily Development
Fort Worth, Texas
Location: See Plate A-1
Surface Elevation:N.A.
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, NO. OF BLOWSN: SPT, NO. OF BLOWSSTRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Sampling Type:Intermittent
GROUNDWATER INFORMATION:
Seepage Encountered During Drilling (feet):None
Depth to Top of Water Upon Completion (feet):Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH (TSF)% PASSING NO. 200SIEVEPlate 3
0
5
10
15
20
25
30
35
P4.5+
N17
P4.5+
N34
N50/6"
T100/
2.5"
T100/
1.5"
T100/
0.5"
T100/1"
4
10
20
30
Brown, dark brown and tan clays with gravel - Possible FILL
Tan calcareous CLAY (CL) with occasional calcium pockets
and calcareous fragments
- with tan limestone seams below 8 feet
Tan LIMESTONE
Gray LIMESTONE
BORING TERMINATED AT 30 FEET
5
17
16
17
8
45 18 27
LOG OF BORING NO. B-4
Report No:G20-3545 Date Sampled:6/9/2020
Reference:Proposed Multifamily Development
Fort Worth, Texas
Location: See Plate A-1
Surface Elevation:N.A.
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, NO. OF BLOWSN: SPT, NO. OF BLOWSSTRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Sampling Type:Intermittent
GROUNDWATER INFORMATION:
Seepage Encountered During Drilling (feet):None
Depth to Top of Water Upon Completion (feet):Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH (TSF)% PASSING NO. 200SIEVEPlate 4
0
5
10
15
20
25
30
35
N12
N10
N14
N30
T100/2"
T100/1"
T100/1"
T100/
0.5"
8
10
21
30
Brown and tan intermixed clay and sandy clay with gravel
and asphalt - FILL
- increase in asphalt below 6 feet
Tan calcareous CLAY (CL) with tan limestone seams
Tan LIMESTONE
Gray LIMESTONE
BORING TERMINATED AT 30 FEET
8
16
14
11
12
LOG OF BORING NO. B-5
Report No:G20-3545 Date Sampled:6/9/2020
Reference:Proposed Multifamily Development
Fort Worth, Texas
Location: See Plate A-1
Surface Elevation:N.A.
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, NO. OF BLOWSN: SPT, NO. OF BLOWSSTRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Sampling Type:Intermittent
GROUNDWATER INFORMATION:
Seepage Encountered During Drilling (feet):None
Depth to Top of Water Upon Completion (feet):Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH (TSF)% PASSING NO. 200SIEVEPlate 5
0
5
10
15
20
25
30
35
P4.5+
P4.5
P4.5
P3.0
P4.0
T100/
2.5"
T100/1"
T100/
0.5"
T100/
0.5"
2
6
10
21
30
Brown and dark brown clays with gravel - Possible FILL
Reddish brown alternating CLAY (CH) and SANDY CLAY
(CL)
Tan calcareous CLAY (CL)
Tan LIMESTONE
Gray LIMESTONE
BORING TERMINATED AT 30 FEET
16
19
18
13
17
60
51
23
20
37
31 106 3.2
LOG OF BORING NO. B-6
Report No:G20-3545 Date Sampled:6/9/2020
Reference:Proposed Multifamily Development
Fort Worth, Texas
Location: See Plate A-1
Surface Elevation:N.A.
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, NO. OF BLOWSN: SPT, NO. OF BLOWSSTRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Sampling Type:Intermittent
GROUNDWATER INFORMATION:
Seepage Encountered During Drilling (feet):None
Depth to Top of Water Upon Completion (feet):Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH (TSF)% PASSING NO. 200SIEVEPlate 6
0
5
10
15
20
25
30
35
P4.5+
P4.5+
P4.5+
P4.5+
T100/2"
T100/
1.5"
T100/
1.5"
T100/1"
T100/
0.5"
2
6
9
22
30
Brown clays with gravel - Possible FILL
Reddish brown alternating CLAY (CH) and SANDY CLAY
(CL) with a trace of calcareous nodules
Brown and tan calcareous CLAY (CL)
Tan LIMESTONE
Gray LIMESTONE
BORING TERMINATED AT 30 FEET
14
18
16
13
48 20 28
LOG OF BORING NO. B-7
Report No:G20-3545 Date Sampled:6/9/2020
Reference:Proposed Multifamily Development
Fort Worth, Texas
Location: See Plate A-1
Surface Elevation:N.A.
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, NO. OF BLOWSN: SPT, NO. OF BLOWSSTRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Sampling Type:Intermittent
GROUNDWATER INFORMATION:
Seepage Encountered During Drilling (feet):None
Depth to Top of Water Upon Completion (feet):Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH (TSF)% PASSING NO. 200SIEVEPlate 7
PLATE B
TERMS AND SYMBOLS USED ON BORING LOGS
Consistency of Fine-Grained Soils Relative Density of
Coarse-Grained Soils
Descriptive Term
(Consistency)
Unconfined
Compressive Strength
(tsf)
Standard Penetration
(Blows/Foot)
Descriptive Term
(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
of Sample Particle Size Descriptive Term Percent by
Dry Weight
BOULDERS: 12 in. diameter or larger TRACE 1-10
COBBLES: 3 in. to 12 in. diameter LITTLE 11-20
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
Gray Limestone Tan Limestone Shale Sandy Shale Gravel Silty Sand
REFERENCES:
ASTM D 2487
Peck, Hanson, and Thornburn, (1974), Foundation Engineering
APPENDIX
FARGO Report No. G20-3545
Appendix C-1
FIELD EXPLORATION
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.
x Shelby tube sampler (ASTM D-1587).
x TxDOT Cone Penetration Test.
x 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.
FARGO Report No. G20-3545
Appendix C-2
LABORATORY TESTING
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.
x Hand Penetrometer Resistance.
x Moisture Content
x Liquid and Plastic Limits
x Dry Unit Weight
x Unconfined Compressive Strength
x 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:
Boring
No.
Sample Depth
(feet)
Initial Moisture
(%)
Final Moisture
(%)
Swell
(%)
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
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)
07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra-Seal P-201 ASTM 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 4' 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 HDPE Adjustment Ring Traffic and Non-traffic area
5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System
Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)
1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non-traffic area
08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non-traffic area
Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)
* 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD
Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)
* 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 Foundry R- 165-LM (Hinged) 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
10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works
30" ERGO XL Assembly
with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia
06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia.
09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P.
CAP-ONE-30-FTW, Composite, w/ Lock
w/o Hing 30" Dia.
10/07/21 34 05 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia.
Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)
* 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia.
* 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia.
* 33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 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)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia.
Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)
* 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL 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 Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72"
09/06/19 33 39 20 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 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60"
10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60"
Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious
* E1-14 Manhole Rehab Systems 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 Rehab System (Liner) Poly-triplex Technologies MH repair product to stop infiltration ASTM D5813
08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use
Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious
05/20/96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D639/D790
* E1-14 Manhole Rehab Systems Sun Coast
12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion)
For Exterior Coating of Concrete
Structures Only
01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, 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
03/19/18
33 05 16, 33 39 10,
33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams
RR&C Dampproofing Non-Fibered Spray
Grade (Asphatic Emulsion)
For Exterior Coating of Concrete
Structures Only
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
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.
Updated: 11/08/2021
*FromOriginalStandardProductsList 1
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
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.
Updated: 11/08/2021
Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 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 ASTM D 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 - Pipe Casing Spacers 33-05-24 (07/01/13)
11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI
02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI
04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers
09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48"
09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel 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
Water & Sewer - Pipes/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" thru 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 SewerGard 210RS 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 ASTM B-117 Ductile Iron Pipe Only
01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications
8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications
Sewer - Coatings/Polyurethane
Sewer - Combination Air Valves
05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2"
Sewer - Pipes/Concrete
* E1-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76
* E1-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76
* E1-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL Item #95-Manhole, #98- Pipe ASTM C 76
* E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76
Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)
PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously
McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously
TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously
Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)
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 ASTM D 1248 8"
* High-density polyethylene pipe Plexco Inc. ASTM D 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 ASTM D 1248
Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)
12/02/11 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" thru 12"
10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thru 12"
*FromOriginalStandardProductsList 2
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
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.
Updated: 11/08/2021
Sewer - Pipes/PVC* 33-31-20 (7/1/13)
* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle) SDR-26 ASTM D 3034 4" - 15"
12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26
ASTM D 3034 4" thru 15"
* 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe ASTM F 789 4" thru 15"
01/18/18 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer ASTM D3034 4" thru 15"
11/11/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation "S" Gravity Sewer Pipe ASTM F 679 18" to 27"
* 33-31-20 PVC Sewer Pipe 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 Pipe Pipelife 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 Harco SDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15"
*33-31-20 PVC Sewer Fittings Plastic Trends, In.c Gasketed PVC Sewer Main Fittings ASTM D 3034
3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 35 ASTM F679 18"- 24"
3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15"
3/29/2019 33 31 20
Gasketed Fittings (PVC)GPK Products, Inc. SDR 26 ASTM D3034/F-679 4"- 15"
10/21/2020 33 31 20 PVC Sewer Pipe NAPCO SDR 26 ASTM D3034 4" - 15"
10/22/2020 33 31 20 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15"
10/21/2020 33 31 20 PVC Sewer Pipe NAPCO SDR 26/35 PS 115/46 ASTM F-679 18"- 36"
Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)
* Cured in Place Pipe Insituform Texark, Inc ASTM F 1216
05/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASTM F-1216/D-5813
05/29/96 Cured in Place Pipe Reynolds Inc/Inliner Technolgy (Inliner USA) Inliner Technology ASTM F 1216
Sewer - Pipes/Rehab/Fold & Form
* Fold and Form Pipe Cullum Pipe Systems, Inc.
11/03/98 Fold and Form Pipe Insituform Technologies, Inc. Insituform "NuPIpe" ASTM F-1504
Fold and Form Pipe American Pipe & Plastics, Inc.Demo. Purpose Only
12/04/00 Fold and Form Pipe Ultraliner Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 1867
06/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter
Sewer - Pipes/Open Profile Large Diameter
09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48"
09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra-Rib Open Profile Sewer Pipe ASTM F 679 18" to 48"
E100-2 PVC Sewer Pipe, Ribbed Uponor ETI Company
11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated) ASTM F 2736 24"-30"
11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60"
05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products Durmaxx ASTM F 2562 24" to 72"
Water - Appurtenances 33-12-10 (07/01/13)
01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe
08/28/02 Double Strap Saddle Smith 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 AWWA C800 1"-2" SVC, up to 24" Pipe
10/27/87 Curb Stops-Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1"
10/27/87 Curb Stops-Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-7NL, FB1600-7-NL, FV23-777-W-NL,
L22-77NL AWWA C800 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-6-NL, FB1600-6-NL, FV23-666-W-
NL, L22-66NL AWWA C800 1-1/2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-4-NL, FB1600-4-NL, B11-444-WR-
NL, B22444-WR-NL, L28-44NL AWWA C800 1"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-24277N-3, B-20200N-3, H-
15000N, , H-1552N, H142276N
AWWA C800, ANSF 61,
ANSI/NSF 372 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-20200N-3, B-24277N-3,H-
15000N, H-14276N, H-15525N
AWWA C800, ANSF 61,
ANSI/NSF 372 1-1/2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-20200N-3,H-15000N, H-
15530N
AWWA C800, ANSF 61,
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 33-12-25 Tapping Sleeve (Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out
05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16"
02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 U p to 42" w/24" Out
02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out
02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out
05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30"
Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTW
Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW
08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A"
Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9
Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9
Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9
Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)
*FromOriginalStandardProductsList 3
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
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.
Updated: 11/08/2021
Water - Combination Air Release 33-31-70 (01/08/13)
* E1-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A
240 - float, ASTM A 307 - Cover
Bolts
1" & 2"
* E1-11 Combination Air Release Valve Multiplex Manufacturing Co.
Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"
* E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3"
Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)
10/01/87 E-1-12 Dry Barrel Fire Hydrant American-Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502
03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502
09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502
01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502
08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502
E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502
09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502
10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company
Shop Drawings No. 6461
A-423 Centurion AWWA C-502
01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company
Shop Drawing FH-12
A-423 Super Centurion 200 AWWA C-502
10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502
09/16/87 E-1-12 Dry Barrel Fire Hydrant 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
Water - Meters
02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10"
08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6"
Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)
01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14
AWWA C900, AWWA C605,
ASTM D1784 4"-12"
3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12"
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"-12"
5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24"
12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14
AWWA C900-16
UL 1285
ANSI/NSF 61
FM 1612
4"-28"
12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18
AWWA C900-16
UL 1285
ANSI/NSF 61
FM 1612
16"-24"
9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8"
9/6/2019 33 11 12 PVC Pressure Pipe NAPCO DR18 AWWA C900 16" - 24"
9/6/2019 33 11 12 PVC Pressure Pipe NAPCO DR14 AWWA C900 4"- 12"
9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12"
Water - Pipes/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
08/11/98 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"-12"
05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange
Uni-Flange Series 1400 AWWA C111/C153 4" to 36"
05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange
Uni-Flange Series 1500 Circle-Lock AWWA C111/C153 4" to 24"
11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc.
One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12"
02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc.
Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C153 4" to 42"
02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc.
Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C153 4" to 24"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co.
Sigma One-Lok SLC4 - SLC10 AWWA C111/C153 4" to 10"
03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co.
Sigma One-Lok SLCS4 - SLCS12 AWWA C111/C153 4" to 12"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co.
Sigma One-Lok SLCE AWWA C111/C153 12" to 24"
08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co.
Sigma One-Lok SLDE AWWA C153 4" - 24"
10/12/10 E1-24 Interior Restrained Joint System S & B Techncial Products
Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12"
08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore)
Mechanical Joint Fittings 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(Serampore)
EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA C111 3"-48"
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)
EZ Grip Joint Restraint (EZD) Red for C900
DR14 PVC Pipe ASTM A536 AWWA C111 4"-12"
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)
EZ Grip Joint Restraint (EZD) Red for C900
DR18 PVC Pipe ASTM A536 AWWA C111 16"-24"
*FromOriginalStandardProductsList 4
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
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.
Updated: 11/08/2021
Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)
Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16"
12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36"
08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24"
05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16"
10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12"
08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48"
05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12"
01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller
* E1-26 Resilient Seated Gate Valve Kennedy 4" - 12"
* E1-26 Resilient Seated Gate Valve M&H 4" - 12"
* E1-26 Resilient Seated Gate Valve Mueller Co.4" - 12"
11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16"
01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller
05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36"
01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48"
01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12"
10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16"
11/08/99 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,
ASTM A 276 Type 304 - Bolts &
nuts
4" - 12"
* 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 FlowMaster Gate Valve & Boxes
08/24/18 Matco Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16"
Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)
* E1-30 Rubber Seated Butterfly Valve Henry Pratt 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 Dezurik 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 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"-54"
Water - Polyethylene Encasement 33-11-10 (01/08/13)
05/12/05 E1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD
05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AWWA C105 8 mil LLD
05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong 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 8 mil LLD
Water - Sampling Station
3/12/96 Water Sampling Station Water Plus B20 Water Sampling Station
Water - Automatic Flusher
10/21/20 Automated Flushing System Mueller Hydroguard
HG6-A-IN-2-BRN-LPRR(Portable)
HG2-A-IN--2-PVC-018-LPLG(Permanent)
04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc
04/09/21 Automated Flushing System Kupferle Foundry Company
Eclipse #9700 (Portable)
*FromOriginalStandardProductsList 5
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 03/19/2021)
9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD) MHRC #220605 ASTM A48 AASHTO M306 **24" Dia
9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged) ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 ASTM A48 AASHTO M306 32.25" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV ASTM A48 AASHTO M306 32" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++ 2279ST ASTM A48 AASHTO M306 **24" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++ 2280ST ASTM A48 AASHTO M306 32" Dia
10/8/2020 33 05 13 Manhole Frames and Covers EJ ( Formally East Jordan Iron Works) EJ1033 Z2/A ASTM A536 AASHTO M306 32.25" Dia
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
PAGE 1 OF 3
**Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement
frames and covers.
Updated: 03/19/2021
* From Original Standard Products List
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
Storm Sewer - Inlet & Structures 33-05-13 (Rev 10/13/2021)
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-405-PRECAST** ASTM C913 10' X 3'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-406-PRECAST** ASTM C913 10' X 3'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-407-PRECAST** ASTM C913 10' X 4.5'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-420-PRECAST** ASTM C913 10' X 4.5'
10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-TOP ASTM C913 4' X 4'
10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-BASE ASTM C913 4' X 4'
10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-TOP ASTM C913 5' X 5'
10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-BASE ASTM C913 5' X 5'
10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-TOP ASTM C913 6' X 6'
10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-BASE ASTM C913 6' X 6'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-10X3-405-PRECAST INLET** ASTM 615 10' X 3'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET** ASTM 615 15' x 3'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET** ASTM 615 20' x 3'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST TOP ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST BASE ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST TOP ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST TOP ASTM 615 8' X 8'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST BASE ASTM 615 8' X 8'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER ASTM 615 8' X 8'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET ASTM 615 4' X 4'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET ASTM 615 5' X 5'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET ASTM 615 6' X 6'
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
PAGE 2 OF 3
**Note: Pre-cast inlets are appoved for the stage I portion of the structure (basin) only. Stage II portion of the structure are required to required to be cast in-place. No exceptions to this requirement shall be allowed.
Updated: 10/13/21
* From Original Standard Products List
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
Storm Sewer - Pipes 33-05-13 (Rev 03/19/21)
4/9/2021 33 41 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS) ADS HP Storm Polypropylene (PP) Pipe ASTM F2881 & AASHTO M330 12" - 60"
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
PAGE 3 OF 3
Updated: 04/14/21