HomeMy WebLinkAboutContract 44708 (2)FORT WORTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
CLEAR FORK DRAINAGE BASIN IM-210 SEWER
IMPROVEMENTS
BOOK 1
CONFORMED CONTRACT
CWI 8ECRETA Y i q-7c '
CONTRACT NO.
CITY PROJECT NO. 01022
Betsy Price Tom Higgins
Mayor City Manager
S. Frank Crumb, P.E.
Director, Water Department
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
Sewer Project Number P275-703170102288
Water Project Number P265-603170102288
DOE NO. 6808
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A. .1L •• '9 *,i
i
CHRIS ERIC BROOK
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4/15/2013 .
April 2013
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The Choice for Collection System Solutions
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
RECEIVED AUG 15 2013
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 7/23/2013
DATE: Tuesday, July 23, 2013
LOG NAME: 60SSM210P3-CIRCLEC
SUBJECT:
Authorize Execution of a Contract with William J. Schultz, Inc. d/b/a Circle "C" Construction Company, in
the Amount of $1,951,201.95 for Clear Fork Drainage Basin M-210 Sanitary Sewer Improvements, Part 3,
on Colonial Parkway and Country C1ub Circle, Provide for Total in the Amount f $2 063,201 95 (COUNCIL DISTRICTS I3 and 9ect s and Contingencies for a Project
)
REFERENCE NO.: C-26368
RECOMMENDATION:
It is recommended that the City Council authorize the execution of a contract with William J. Schultz, Inc.
d/b/a Circle "C" Construction Company, in the amount of $1,951,201.95 for Clear Fork Drainage Basin M-
210 Sanitary Sewer Improvements, Part 3.
DISCUSSION:
On April 13, 2010, (M&C C-24176) the City Council authorized the execution of an Engineering
Agreement with RJN Group, Inc., for the preparation of plans and specifications for Clear Fork Drainage
Basin M-210 Sanitary Sewer Improvements.
Parts 1 and 2 of the project have been completed. This Mayor and Council Communication is to authorize
a construction contract for the installation of approximately 1,400 feet of 36-inch sanitary sewer line on
Colonial Parkway and 2,110 feet of eight -inch water main in Country Club Circle. The project was
advertised for bid on April 18, 2013 and April 25, 2013 in the Fort Worth Star -Telegram. On May 16,
2013, the following bids were received:
Bidder Amount Time of Completion
William J. Schultz, Inc. d/b/a Circle "C" $1,951,201.95� 210 Calendar Days
Construction Company — —
S.J. Louis Construction of Texas, LTD $2,315,077.00 ,
Southland Contracting $2,682,000.00
ARK Contracting Services, LLC _ 12,935,333.00
tkins Bro ($3,391,515.00
M/WBE Office - William J. Schultz, Inc. d/b/a Circle "C" Construction Company is in compliance with the
City's BDE Ordinance by committing to 10 percent MBE participation on this project. The City's MBE goal
on this project is 10 percent.
In addition to the contract cost, $44,000.00 (water: $14,000.00; sewer: $30,000.00) is required for
construction staking, project management, material testing and inspection and $68,000.00 (water:
$22,000.00; sewer: $46,000.00) is provided for project contingencies.
Logname: 60SSM210P 3-CIRCLEC
Page 1 of 2
The project is located in COUNCIL DISTRICTS 3 and 9, Mapsco 75V.
FISCAL INFORMATION / CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
budgets, as appropriated, of the Water Capital Projects Fund and the Sewer Capital Projects Fund.
FUND CENTERS:
TO Fund/Account/Centers
FROM Fund/Account/Centers
P265 541200 603170102288
P275 541200 703170102288
$428,536.20
$1,522,665.75
CERTIFICATIONS:
Submitted for City Manager's Office by:
Originating Department Head:
Additional Information Contact:
Fernando Costa (6122)
S. Frank Crumb (8207)
Roberto Sauceda (2387)
ATTACHMENTS
1. 148. 60SSM 210P3 - Circle C(FAR funds verification)(JCT 6-24-2012).docx (CFW Internal)
2. 60SSM210P3-CIRCLEC COMPLIANCE.pdf (CFW Internal)
3. 60SSM210P3-CIRCLEC MAP.pdf (Public)
4. 60SSM210P3-CIRCLEC Sewer FAR.pdf (CFW Internal)
5. 60SSM210P3-CIRCLEC Water FAR.pdf (CFW Internal)
Logname: 60S SM210P3-CIRCLEC
Page 2 of 2
William J Schultz Inc., dba
Circle C Construction Company
Contractor
500 West Trammell Ave.
(P. O. Box 40328)
Street Address
Fort Worth, Texas 76140
City & State
(817) 293-1863
Telephone
Teresa S. Skelly, Vice President
Contact Person
CONTRACT DOCUMENTS
CLEAR FORK DRAINAGE BASIN
M-210 SEWER IMPROVEMENTS — PART 3
Sewer Project Number P275-703170102288
Water Project Number P265-603170102288
DOE # 6808
X-22273
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
RJN GROUP, INC.
CONSULTING ENGINEERS
FORT WORTH, TEXAS
April 15, 2013
Conformed Document Released: July 19, 2013
CONTRACT DOCUMENTS
CLEAR FORK DRAINAGE BASIN
M-210 SEWER IMPROVEMENTS - PART 3
SEWER PROJECT NUMBER P275-703170102287
WATER PROJECT NUMBER P265-603170102287
DOE # 6808
File # X-22273
City Project # 01022
April 15, 2013
I hereby state that these Contract Documents
were prepared under my direct supervision and
that I am a duly Registered Professional
Engineer under the laws of the State of
Texas.
.��°F ` rF 4''a
E..
7n< ':�
5%�
* CHRIS ERIC BROOKS
S-o.67697 itucce.
," ' ;;ONq; '''
Chris Eric Brooks
Date: April 15, 2013 Registration No. 67697
000000-1
TABLE OF CONTENTS
Page 1 of 4
2
3
4 Division 00 - General Conditions
5 00 05 10 Mayor and Council Communication
6 00 05 15 Addenda
7 00 11 13 Invitation to Bidders
8 00 21 13 Instructions to Bidders
9 00 35 13 Conflict of Interest Affidavit
10 00 41 00 Bid Form
11 00 42 43 Proposal Form Unit Price
12 00 43 13 Bid Bond
13 00 43 37 Vendor Compliance to State Law Nonresident Bidder
14 00 45 11 Bidders Pre -qualifications
15 00 45 12 Prequalification Statement
16 00 45 13 Bidder Prequalification Application
17 00 45 26 Contractor Compliance with Workers' Compensation Law
18 00 45 39 Minority and Women Business Enterprise Goal
19 00 45 40 Minority Business Enterprise Goal
20 00 45 41 Small Business Enterprise Goal
21 00 52 43 Agreement
22 00 61 13 Performance Bond
23 00 61 14 Payment Bond
24 00 61 19 Maintenance Bond
25 00 61 25 Certificate of Insurance
26 00 72 00 General Conditions
27 00 73 00 Supplementary Conditions
28
29 Division 01 - General Requirements
30 01 11 00 Summary of Work
31 01 33 00 Submittals
32 01 35 13 Special Project Procedures
33 01 60 00 Product Requirements
34
35 Technical Specifications which have been modified by the Engineer specifically for this
36 Project are identified in the Divisions shown below. Hard copies of those specifications are
37 included in the Project's Contract Documents
38
39 Division 02 - Existing Conditions
40 02 41 14 Utility Removal/Abandonment
41
42 Division 31 - Earthwork
43 31 10 00 Site Clearing
44
45 Division 32 - Exterior Improvements
46 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps
SECTION 00 00 00
TABLE OF CONTENTS
47
48 Division 33 - Utilities
49 33 05 23 Hand Tunneling
50
CITY OF FORT WORTH Clear Fork Drainage Basin M-210 Sewer Improvements —Part 3
City Project Number 01022
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS peril 15,2013
Revised August 20,2012
000000-2
TABLE OF CONTENTS
Page 2 of 4
1 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate
2 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers
3 33 39 10 Cast -in -Place Concrete Manholes
4 33 39 20 Precast Concrete Manholes
5
6 Special Specifications
7
8 Technical Specifications listed below are included for this Project by reference and can be
9 viewed/downloaded from the City's Buzzsaw site at:
10
11 htps://projectpoint.buzzsaw.com/client/fortworthgov/Resources/02n/o20-
12 %20Construction%20Documents/Specifications
13
14 01 25 00 Substitution Procedures
15 01 31 19 Preconstruction Meeting
16 01 31 20 Project Meetings
17 01 32 16 Construction Progress Schedule
18 01 32 33 Preconstruction Video
19 01 45 23 Testing and Inspection Services
20 01 50 00 Temporary Facilities and Controls
21 01 55 26 Street Use Permit and Modifications to Traffic Control
22 01 57 13 Storm Water Pollution Prevention Plan
23 01 58 13 Temporary Project Signage
24 01 66 00 Product Storage and Handling Requirements
25 01 70 00 Mobilization and Remobilization
26 01 71 23 Construction Staking and Survey
27 01 74 23 Cleaning
28 01 77 19 Closeout Requirements
29 01 78 23 Operation and Maintenance Data
30 01 78 39 Project Record Documents
31
32 Division 02 - Existing Conditions
33 02 41 13 Selective Site Demolition
34 02 41 15 Paving Removal
35
36 Division 03 - Concrete
37 03 30 00 Cast -In -Place Concrete
38 03 34 13 Controlled Low Strength Material (CLSM)
39 03 34 16 Concrete Base Material for Trench Repair
40 03 80 00 Modifications to Existing Concrete Structures
41
42 Division 31 - Earthwork
43 31 23 16 Unclassified Excavation
44 31 24 00 Embankments
45 31 25 00 Erosion and Sediment Control
46
47 Division 32 - Exterior Improvements
48 32 01 17 Permanent Asphalt Paving Repair
49 32 01 18 Temporary Asphalt Paving Repair
50 32 01 29 Concrete Paving Repair
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15,2013
000000-3
TABLE OF CONTENTS
Page 3 of 4
1 32 12 16 Asphalt Paving
2 32 12 73 Asphalt Paving Crack Sealants
3 32 13 13 Concrete Paving
4 32 13 73 Concrete Paving Joint Sealants
5 32 14 16 Brick Unit Paving
6 32 16 13 Concrete Curb and Gutters and Valley Gutters
7 32 17 23 Pavement Markings
8 32 31 13 Chain Fences and Gates
9 32 31 26 Wire Fences and Gates
10 32 31 29 Wood Fences and Gates
11 32 32 13 Cast -in -Place Concrete Retaining Walls
12 32 91 19 Topsoil Placement and Finishing of Parkways
13 32 92 13 Hydro -Mulching, Seeding, and Sodding
14 32 93 43 Trees and Shrubs
15
16 Division 33 - Utilities
17 33 01 30 Sewer and Manhole Testing
18 33 01 31 Closed Circuit Television (CCTV) Inspection
19 33 03 10 Bypass Pumping of Existing Sewer Systems
20 33 04 10 Joint Bonding and Electrical Isolation
21 33 04 11 Corrosion Control Test Stations
22 33 04 12 Magnesium Anode Cathodic Protection System
23 33 04 30 Temporary Water Services
24 33 04 40 Cleaning and Acceptance Testing of Water Mains
25 33 04 50 Cleaning of Sewer Mains
26 33 05 10 Utility Trench Excavation, Embedment, and Backfill
27 33 05 12 Water Line Lowering
28 33 05 13 Frame, Cover and Grade Rings
29 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade
30 33 05 16 Concrete Water Vaults
31 33 05 17 Concrete Collars
32 33 05 20 Auger Boring
33 33 05 21 Tunnel Liner Plate
34 33 05 22 Steel Casing Pipe
35 33 05 26 Utility Markers/Locators
36 33 05 30 Location of Existing Utilities
37 33 11 05 Bolts, Nuts, and Gaskets
38 33 11 10 Ductile Iron Pipe
39 33 11 11 Ductile Iron Fittings
40 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe
41 33 11 13 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type
42 33 11 14 Buried Steel Pipe and Fittings
43 33 12 10 Water Services 1-inch to 2-inch
44 33 12 II Large Water Meters
45 33 12 20 Resilient Seated Gate Valve
46 33 12 21 AWWA Rubber -Seated Butterfly Valves
47 33 12 25 Connection to Existing Water Mains
48 33 12 30 Combination Air Valve Assemblies for Potable Water Systems
49 33 12 40 Fire Hydrants
50 33 12 50 Water Sample Stations
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August20,2012
Clear Fork Drainage Basin M-210 Sewer Improvements —Part 3
City Project Number 01022
April 15, 2013
000000-4
TABLE OF CONTENTS
Page 4 of 4
1 33 31 12 Cured in Place Pipe (CIPP)
2 33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer
3 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe
4 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe
5 33 31 22 Sanitary Sewer Slip Lining
6 33 31 23 Sanitary Sewer Pipe Enlargement
7 33 31 50 Sanitary Sewer Service Connections and Service Line
8 33 31 70 Combination Air Valve for Sanitary Sewer Force Mains
9 33 39 40 Wastewater Access Chamber (WAC)
10 33 39 60 Epoxy Liners for Sanitary Sewer Structures
11 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts
12 33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain
13 33 46 00 Sub -drainage
14 33 46 01 Slotted Storm Drains
15 33 46 02 Trench Drains
16 33 49 10 Cast -in -Place Manholes and Junction Boxes
17 33 49 20 Curb and Drop Inlets
18 33 49 40 Storm Drainage Headwalls and Wingwalls
19
20 Division 34 - Transportation
21 34 41 10 Traffic Signals
22 34 41 13 Removing Traffic Signals
23 34 41 20 Roadway Illumination Assemblies
24 34 41 30 Aluminum Signs
25 34 71 13 Traffic Control
26
27 Standard Details (General)
28
29 Standard Details (Water & Sewer)
30
31 Standard Details (Traffic Control & Paving Details)
32
33 Appendix
34 GC-4.02 Subsurface and Physical Conditions
35 GC-6.06.D Minority and Women Owned Business Enterprise Compliance
36 GC-6.07 Wage Rates
37
38 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements —Part 3
City Project Number 01022
April 15,2013
Division 00
GENERAL CONDITIONS
00 05 10 - 1
MAYOR AND COUNCIL COMMUNICATION (M&C)
Page 1 of 1
1
2
3
4
5
6 [Assembler: For. Contract Document execution, remove this page and replace with the approved
7 M&Cfor the award of the project. M&C insert shall be on blue paper.]
8
9
10
11
12
13
14
15
16
17
18
19
20
21
SECTION 00 0510
MAYOR AND COUNCIL COMMUNICATION (M&C)
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Clear Fork Drainage Basin M-210 Sewer Improvements —Part 3
City Project Number 01022
2
3
4
5
SECTION 00 05 15
ADDENDA
000515-1
ADDENDA
Page 1 of 1
6 Addendum No. 1 was issued on May 2, 2013 which moved the bid opening from May 9`t' to May
7 16d' and it replaced the entire Special Specification section with new specifications released on
8 May 2, 2013 (see attached Addendum No. I)
9 Addendum No. 2 was issued on May 14, 2013 which replaced the entire bid proposal form
10 (Section 00 42 43) to address a change in backfill material from CSS to CSLM for waterline and
11 sanitary sewer lines located underneath pavement in the project. (see attached Addendum No. 2)
12
13
14
15
16
17
18
19
20
21
22
23
24
END OF SECTION
CITY OF FORT WORTH Clear Fork Dminage Basin M-210 Sewer hnprovements — Part 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number01022
Conformed Document 7-19-13
Revised July I, 2011
Von WOR`1'H,
FORT WORTH WATER DEPARTMENT
ADDENDUM NO.1
TO THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project No. 01022 and D.O.E. Project No. 6808
File # X-22273
Sewer Project No.: P275-703170102288
Water Project No.: P265-603170102288
ADDENDUM NO. 1
Dated: May 2, 2013
REVISED BID OPENING DATE: May 16, 2013
Addendum No. 1 forms a part of the Contract Documents referenced above and modifies the
Original Contract Documents and Plans. Acknowledge receipt of this Addendum in the space
provided in the Bid Form Section 00 41 00, page 3 of 3 and on the outer envelope of your bid.
Failure to acknowledge receipt of this Addendum could subject the bidder to disqualification.
A copy of this Addendum is available on the City of Fort Worth Buzzsaw Website.
MODIFICATIONS TO DIVISION 00 — SECTION 00 11 13 INVITATION TO BIDDERS:
1. THE BID OPENING DATE IS HEREBY REVISED TO May 16, 2013. Page 1, Line
13 of the Invitation to Bidders "May 2, 1013" is replaced with "May 16, 2013".
For your convenience, we have attached a revised version of SECTION 00 11 13 INVITATION
TO BIDDERS document released under Amendment No. 1
MODIFICATIONS TO SPECIAL SPECIFICATIONS
1. SPECIAL SPECIFICATIONS: A new technical specification, Item SS-6 SHORT TUNNEL
has been added to this section. Additionally, an error was discovered in title for Item SS-4 in the
table of contents for the SPECIAL SPECIFICATIONS section. Therefore, the entire SPECIAL
SPECIFICATIONS section is being replaced with a revised SPECIAL SPECIFICATIONS
document released under Addendum No. 1 on 5-2-13 (see attached).
For your convenience, we have posted both of these revised documents for downloading from the City of
Fort Worth BuzzSaw site under the Bid Documents Package directory and ADDENDUM NO. 1
subdirectoiy.
All other provisions of the plans, specifications and contract documents for the project which are
not expressly amended herein shall remain in full force and effect.
M-210 Part 3 - Addendum. No. 1
RJN Group, Inc.
Released: 5/1/2013
FORT WoRTIL,
Failure to return a signed copy of the addendum with the proposal shall be grounds for rendering
the bid non -responsive. A signed copy of this addendum shall be placed into SECTION 00 0515
—ADDENDA of the proposal at the time of the bid submittal.
RECEIPT ACKNOWLEDGED:
BY /,, S S/„/J/,.
Company: «;re /e (' (. eVisfe- c
Tony Sholola, P.E., En ineering Manager
By:
Robert Sauceda, Project Manager
M-210 Part 3 - Addendum. No. 1
KIN Group, Inc. 2 Released: 5/1/2013
FORT WORTH®
FORT WORTH WATER DEPARTMENT
ADDENDUM NO. 2
TO THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project No. 01022 and D.O.E. Project No. 6808
File # X-22273
Sewer Project No.: P275-703170102288
Water Project No.: P265-603170102288
ADDENDUM NO. 2
Dated: May 14, 2013
REVISED BID OPENING DATE: May 16, 2013
Addendum No. 2 forms a part of the Contract Documents referenced above and modifies the
Original Contract Documents and Plans. Acknowledge receipt of this Addendum in the space
provided in the Bid Form Section 00 41 00, page 3 of 3 and on the outer envelope of your bid.
Failure to acknowledge receipt of this Addendum could subject the bidder to disqualification.
A copy of this Addendum is available on the City of Fort Worth Buzzsaw Website.
GENERAL INFORMATION:
Three (3) replies to Requests for Information (RFI) have been posted on BuzzSaw under the RFI
subdirectory. We encourage prospective bidders to download this information prior to bidding
on this project. These items address the minimum steel casing pipe thickness, the use of
restrained pipe joints on proposed water line in short tunnel sections; and clarification of portions
of the Section 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers specification.
MODIFICATIONS TO DIVISION 00 — SECTION 00 42 43 PROPOSAL FORM:
1. SECTION A: SANITARY SEWER - BID LIST ITEM 03, 3331.4120 8-INCH DIP
SEWER PIPE - BACKFILL IS CHANGED FROM CSS TO CSLM
2. SECTION B: WATER - BID LIST ITEM 01, 3331.0254 8-INCH DIP WATER -
BACKFILL IS CHANGED FROM CSS TO CSLM
3. SECTION B: WATER - BID LIST ITEM 05, 3331.0154 6-1NCH DIP WATER -
BACKFILL IS CHANGED FROM CSS TO CSLM
4. SECTION B: WATER - BID LIST ITEM 06, 3331.0054 4-INCH DIP WATER -
BACKFILL IS CHANGED FROM CSS TO CSLM
M-210 Part 3 - Addendum. No. 2
RJN Group, Inc. 1 Released: 5/14/2013
FORT WORTH®
For your convenience, we have attached a new version of SECTION 00 42 43 PROPOSAL
FORM document entitled "SECTION 00 42 43 REVISED PROPOSAL FORM" is released
under Amendment No. 2
For your convenience, we have also posted the documents for Addendum No. 2 for downloading from the
City of Fort Worth BuzzSaw site under the Bid Documents Package directory and ADDENDUM NO. 2
subdirectory.
All other provisions of the plans, specifications and contract documents for the project which are
not expressly amended herein or in previously issued Addendums shall remain in full force and
effect.
Failure to return a signed copy of the addendum with the proposal shall be grounds for rendering
the bid non -responsive. A signed copy of this addendum shall be placed into SECTION 00 05 15
— ADDENDA of the proposal at the time of the bid submittal.
RECEIPT ACKNOWLEDGED: Tony Sholola, P.E., Etneering Manager
By: / crl y'l.
\
Company: C, - / C nn.r /—f/c f
h
By:
Robert Sauceda, Project Manager
M-210 Part 3 - Addendum. No. 2
RJN Group, Inc. 2 Released: 5/14/2013
001I 13-1
INVITATION TO BIDDERS
Page 1 of 2
1 SECTION 00 11 13
2 INVITATION TO BIDDERS
3 RECEIPT OF BIDS
4 Sealed bids for the construction of Clear Fork Drainage Basin M-210 Sewer Improvements —
5 Part 3, Sewer No. P275-703170102288, Water No. P265-603170102288, DOE # 6808, City
6 Project Number 01022, will be received by the City of Fort Worth Purchasing Office:
7
8 City of Fort Worth
9 Purchasing Division
10 1000 Throckmorton Street
11 Fort Worth, Texas 76102
12
13 until 1:30 P.M. CST, Thursday, May 16, 2013, and bids will be opened publicly and read aloud at
14 2:00 PM CST in the Council Chambers.
15
16 GENERAL DESCRIPTION OF WORK
17 The major work will consist of the (approximate) following:
18
19 1,366 LF - of 36-inch Sanitary Sewer in casing pipe or tunnel liner plate by other than open cut
20 1,756 LF - of 8-inch water pipe by open cut
21 355 LF - by trenchless methods
22 60 LF - 8-inch sewer pipe by open cut
23 4 EA - 5-ft diameter manholes
24
25 PREQUALIFICATION
26 The improvements included in this project, which require prequalification, must be performed by
27 a contractor who is prequalified by the City at the time of bid opening. The procedures for
28 qualification and prequalification are outlined in the Section 00 21 13 — INSTRUCTIONS TO
29 BIDDERS.
30 DOCUMENT EXAMINATION AND PROCUREMENTS
31 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City
32 of Fort Worth's Purchasing Division website at http://www.fortworthgov.org/purchasing/ and
33 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The
34 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or
35 suppliers.
36
37 Copies of the Bidding and Contract Documents may be purchased from RJN Group, Inc., located
38 at 6701 Brentwood Stair Rd., Suite 100W, Fort Worth, TX 76112
39
40 The cost of Bidding and Contract Documents is: $60.00
41
42 PREBID CONFERENCE
43 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO
44 BIDDERS at the following location, date, and time:
45
46 DATE: 5/2/2013
47 TIME: 9: 00 am
48 PLACE: City Hall, 1000 Throckmorton
CITY OF FORT WORTH Clear Fork Drainage Basin M-210 Sewer improvements — Part 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 01022
Released under Addendum No 1 - May 2, 2013
Revised November 27, 2012
00 I113-2
INVITATION TO BIDDERS
Page 2 of 2
1 Fort Worth, Texas 76102
2 LOCATION: Water Administration Conference Room, Room #225
3
4 CITY'S RIGHT TO ACCEPT OR REJECT BIDS
5 City reserves the right to waive irregularities and to accept or reject bids.
6
7 FUNDING
8 Any Contract awarded under this INVITATION TO BIDDERS is expected to be funded from
9 revenues generated from user fees and dedicated by Resolution of OWNER's Administrative
10 Board to the work under this INVITATION TO BIDDERS.
11
12 INQUIRIES
13 All inquiries relative to this procurement should be addressed to the following:
14 Attn: Roberto C. Sauceda City of Fort Worth
15 Email: Robert.Sauceda@fortworthtexas.gov
16 Phone: (682) 432-5478
17 AND/OR
18 Attn: Chris Eric Brooks P.E., RJN Group, Inc.
19 Email: cbrooks@rjn.com
20 Phone: (817) 876-9695
21
22 ADVERTISEMENT DATES
23 April 18, 2013
24 April 25, 2016
25
26 END OF SECTION
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 01022
Revised November 27, 2012 Released under Addendum No 1- May 2, 2013
CITY OF FORT WORTH Clear Fork Drainage Basin M-210 Sewer bnprovements — Part 3
00 21 13 - 1
INSTRUCTIONS TO BIDDERS
Page 1 of 9
1
2
3 Defined Terms
4
5 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72
6 00 - GENERAL CONDITIONS.
7
8 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the
9 meanings indicated below which are applicable to both the singular and plural thereof.
10
11 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting
12 directly through a duly authorized representative, submitting a bid for performing
13 the work contemplated under the Contract Documents.
14
15 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or
16 corporation acting directly through a duly authorized representative, submitting a
17 bid for performing the work contemplated under the Contract Documents whose
18 principal place of business is not in the State of Texas.
19
20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City
21 (on the basis of City's evaluation as hereinafter provided) makes an award.
22
23 2. Copies of Bidding Documents
24
25 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations
26 resulting from the Bidders use of incomplete sets of Bidding Documents.
27
28 2.2. City and Engineer in making copies of Bidding Documents available do so only for the
29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant
30 for any other use.
31
32 3. prequalification of Bidders (Prime Contractors and Subcontractors)
33
34 3.1. All Bidders and their subcontractors are required to be prequalified for the work types
35 requiring prequalification at the time of bidding. Bids received from contractors who are
36 not prequalified (even if inadvertently opened) shall not be considered.
37
38 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within
39 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00
40 45 11, BIDDERS PREQUALIFICATIONS.
41
42 3.2.1. Submission of and/or questions related to prequalification should be addressed to
43 the City contact as provided in Paragraph 6.1.
44
45
SECTION 00 21 13
INSTRUCTIONS TO BIDDERS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
April 15,2013
00 21 13 - 2
INSTRUCTIONS TO BIDDERS
Page 2 of 9
1 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent
2 low bidder(s) for a project to submit such additional information as the City, in its sole
3 discretion may require, including but not limited to manpower and equipment records,
4 information about key personnel to be assigned to the project, and construction schedule,
5 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to
6 deliver a quality product and successfully complete projects for the amount bid within
7 the stipulated time frame. Based upon the City's assessment of the submitted
8 information, a recommendation regarding the award of a contract will be made to the
9 City Council. Failure to submit the additional information, if requested, may be grounds
10 for rejecting the apparent low bidder as non -responsive. Affected contractors will be
11 notified in writing of a recommendation to the City Council.
12
13 3.4. In addition to prequalification, additional requirements for qualification may be required
14 within various sections of the Contract Documents.
15
16 3.5. Special qualifications required for this project include the following: Bidders on this
17 project must have superintendents that will assigned to the project with more than 10
18 years experience successfully completing projects totaling more than 5,000 linear feet of
19 high precision large diameter sanitary sewer (36-inches and larger) installations using
20 trenchless construction methods and access shafts.
21
22 3.6. Attendance at prebid conference is not mandatory; however, the OWNER strongly encourages all
23 perspective BIDDERS to attend the prebid conference.
24
25 4. Examination of Bidding and Contract Documents, Other Related Data, and Site
26
27 4.1. Before submitting a Bid, each Bidder shall:
28
29 4.1.1. Examine and carefully study the Contract Documents and other related data
30 identified in the Bidding Documents (including "technical data" referred to in
31 Paragraph 4.2. below). No information given by City or any representative of the
32 City other than that contained in the Contract Documents and officially
33 promulgated addenda thereto, shall be binding upon the City.
34
35 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and
36 site conditions that may affect cost, progress, performance or furnishing of the
37 Work.
38
39 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost,
40 progress, performance or furnishing of the Work.
41
42 4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or
43 contiguous to the Site and all drawings of physical conditions relating to existing
44 surface or subsurface structures at the Site (except Underground Facilities) that
45 have been identified in the Contract Documents as containing reliable "technical
46 data and (ii) reports and drawings of Hazardous Environmental Conditions, if any,
47 at the Site that have been identified in the Contract Documents as containing
48 reliable "technical data."
49
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements —Pat 3
City Project Number 01022
April 15,2013
002113-3
INSTRUCTIONS TO BIDDERS
Page 3 of 9
1 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of
2 the information which the City will furnish. All additional information and data
3 which the City will supply after promulgation of the formal Contract Documents
4 shall be issued in the form of written addenda and shall become part of the Contract
5 Documents just as though such addenda were actually written into the original
6 Contract Documents. No information given by the City other than that contained in
7 the Contract Documents and officially promulgated addenda thereto, shall be
8 binding upon the City.
9
10 4.1.6. Perform independent research, investigations, tests, borings, and such other means
11 as may be necessary to gain a complete knowledge of the conditions which will be
12 encountered during the construction of the project. On request, City may provide
13 each Bidder access to the site to conduct such examinations, investigations,
14 explorations, tests and studies as each Bidder deems necessary for submission of a
15 Bid. Bidder must fill all holes and clean up and restore the site to its former
16 conditions upon completion of such explorations, investigations, tests and studies.
17
18 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the
19 cost of doing the Work, time required for its completion, and obtain all information
20 required to make a proposal. Bidders shall rely exclusively and solely upon their
21 own estimates, investigation, research, tests, explorations, and other data which are
22 necessary for full and complete information upon which the proposal is to be based.
23 It is understood that the submission of a proposal is prima -facie evidence that the
24 Bidder has made the investigation, examinations and tests herein required. Claims
25 for additional compensation due to variations between conditions actually
26 encountered in construction and as indicated in the Contract Documents will not be
27 allowed.
28
29 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or
30 between the Contract Documents and such other related documents. The Contractor
31 shall not take advantage of any gross error or omission in the Contract Documents,
32 and the City shall be permitted to make such corrections or interpretations as may
33 be deemed necessary for fulfillment of the intent of the Contract Documents.
34
35 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of:
36
37 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to
38 the site which have been utilized by City in preparation of the Contract Documents.
39 The logs of Soil Borings, if any, on the plans are for general information only.
40 Neither the City nor the Engineer guarantee that the data shown is representative of
41 conditions which actually exist.
42
43 4.2.2. those drawings of physical conditions in or relating to existing surface and
44 subsurface structures (except Underground Facilities) which are at or contiguous to
45 the site that have been utilized by City in preparation of the Contract Documents.
46
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Pan 3
City Project Number 01022
April 15,2013
00 21 13 -4
INSTRUCTIONS TO BIDDERS
Page 4 of 9
1 4.2.3. copies of such reports and drawings will be made available by City to any Bidder
2 on request. Those reports and drawings may not be part of the Contract
3 Documents, but the "technical data" contained therein upon which Bidder is entitled
4 to rely as provided in Paragraph 4.02. of the General Conditions has been identified
5 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is
6 responsible for any interpretation or conclusion drawn from any "technical data" or
7 any other data, interpretations, opinions or information.
8
9 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i)
10 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without
11 exception the Bid is premised upon performing and furnishing the Work required by the
12 Contract Documents and applying the specific means, methods, techniques, sequences or
13 procedures of construction (if any) that may be shown or indicated or expressly required
14 by the Contract Documents, (iii) that Bidder has given City written notice of all
15 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the
16 written resolutions thereof by City are acceptable to Bidder, and when said conflicts,
17 etc., have not been resolved through the interpretations by City as described in
18 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate
19 and convey understanding of all terms and conditions for performing and furnishing the
20 Work.
21
22 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated
23 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by
24 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract
25 Documents.
26
27 5. Availability of Lands for Work, Etc.
28
29 5.1.The lands upon which the Work is to be performed, rights -of -way and easements for
30 access thereto and other lands designated for use by Contractor in performing the Work
31 are identified in the Contract Documents. All additional lands and access thereto
32 required for temporary construction facilities, construction equipment or storage of
33 materials and equipment to be incorporated in the Work are to be obtained and paid for
34 by Contractor. Easements for permanent structures or permanent changes in existing
35 facilities are to be obtained and paid for by City unless otherwise provided in the
36 Contract Documents.
37
38 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed
39 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-
40 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel
41 the award of contract at any time before the Bidder begins any construction work on the
42 project.
43
44 5.3. The Bidder shall be prepared to commence construction without all executed right-of-
45 way, easements, and/or permits, and shall submit a schedule to the City of how
46 construction will proceed in the other areas of the project that do not require permits
47 and/or easements.
48
49
50
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements —Part 3
City Project Number 01022
April 15,2013
00 21 13 -5
INSTRUCTIONS TO BIDDERS
Page 5 of 9
1 6. Interpretations and Addenda
2
3 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to
4 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions
5 received after this day may not be responded to. Interpretations or clarifications
6 considered necessary by City in response to such questions will be issued by Addenda
7 delivered to all parties recorded by City as having received the Bidding Documents.
8 Only questions answered by formal written Addenda will be binding. Oral and other
9 interpretations or clarifications will be without legal effect.
10
1 I Address questions to:
12
13 City of Fort Worth
14 1000 Throelunorton Street
15 Fort Worth, TX 76102
16 Attn: Roberto C. Sauceda, Water Department
17 Fax: (817) 392-8195
18 Email: Robert.Sauceda@fortworthtexas.gov
19 Phone: (682) 432-5478
20
21 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by
22 City.
23
24 6.3. Addenda or clarifications may be posted via Buzzsaw at
25 hops://projectpoint.buzzsaw.con¢/client/fortworthgov/Infrastructure%20Projects/01022
26 %20-%2OPart%203%20-%2OClear%20Fork%20Drainage%20Basin%20-%20M-
27 210%20Sanitary%20Sewer%20bnprovements/Bid%20Documents%20Package.
28
29 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or
30 INVITATION TO BIDDERS. Representatives of City will be present to discuss the
31 Project. Bidders are encouraged to attend and participate in the conference. City will
32 transmit to all prospective Bidders of record such Addenda as City considers necessary
33 in response to questions arising at the conference. Oral statements may not be relied
34 upon and will not be binding or legally effective.
35
36 7. Bid Security
37
38 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five
39 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting
40 the requirements of Paragraphs 5.01 of the General Conditions.
41
42 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award
43 have been satisfied. If the Successful Bidder fails to execute and deliver the complete
44 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in
45 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited.
46 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all
47 other Bidders whom City believes to have a reasonable chance of receiving the award
48 will be retained by City until final contract execution.
49
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20,2012
Clear Pork Drainage Basin M-210 Sewer Improvements —Part 3
City Project Number 01022
April 15, 2013
002113 -6
INSTRUCTIONS TO BIDDERS
1 8. Contract Times
2 3 The number of days within which, or the dates by which, Milestones are to be achieved in 4 accordance with the General Requirements and the Work is to be completed and ready for 5 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the
attached Bid Form.
6
7 9. Liquidated Damages
8 Provisions for liquidated damages are set forth in the Agreement.
9
10 10. Substitute and "Or -Equal" Items
11 12 The Contract, if awarded, will be on the basis of materials and equipment described in the 13 Bidding Documents without consideration of possible substitute or "or -equal" items. 14 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or-
15 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 16 City, application for such acceptance will not be considered by City until after the Effective 17 Date of the Agreement. The procedure for submission of any such application by Contractor 18 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 19 Conditions and is supplemented in Section 01 25 00 of the General Requirements.
20 11. Subcontractors, Suppliers and Others
21
22 23 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020-
24 12-2011 (as amended), the City has goals for the participation of minority business 25 and/or small business enterprises in City contracts. A copy of the Ordinance can be 26 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 27 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 28 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 29 Venture Form as appropriate. The Forms including documentation must be received 30 by the City no later than 5:00 P.M. CST, five (5) City business days after the bid 31 opening date. The Bidder shall obtain a receipt from the City as evidence the 32 documentation was received. Failure to comply shall render the bid as non-
responsive.
33
34 35 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 36 or organization against whom Contractor has reasonable objection.
37 12. Bid Form
38
39 40 12.1. The Bid Form is included with the Bidding Documents; additional copies may be
obtained from the City.
41
42 43 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 44 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 45 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 46 price item listed therein. In the case of optional alternatives, the words "No Bid," 47 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 48 written in ink in both words and numerals, for which the Bidder proposes to do the 49 work contemplated or furnish materials required. All prices shall be written legibly. 50 In case of discrepancy between price in written words and the price in written
numerals, the price in written words shall govern.
51
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Page 6 of 9
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15,2013
00 21 13-7
INSTRUCTIONS To BIDDERS
Page 7 of 9
1 12.3. Bids by corporations shall be executed in the corporate name by the president or a
2 vice-president or other corporate officer accompanied by evidence of authority to
3 sign. The corporate seal shall be affixed. The corporate address and state of
4 incorporation shall be shown below the signature.
5
6 12.4. Bids by partnerships shall be executed in the partnership name and signed by a
7 partner, whose title must appear under the signature accompanied by evidence of
8 authority to sign. The official address of the partnership shall be shown below the
9 signature.
10
11 12.5. Bids by limited liability companies shall be executed in the name of the firm by a
12 member and accompanied by evidence of authority to sign. The state of formation of
13 the firm and the official address of the firm shall be shown.
14
15 12.6. Bids by individuals shall show the Bidder's name and official address.
16
17 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner
18 indicated on the Bid Form. The official address of the joint venture shall be shown.
19
20 12.8. All names shall be typed or printed in ink below the signature.
21
22 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of
23 which shall be filled in on the Bid Form.
24
25 12.10. Postal and e-mail addresses and telephone number for communications regarding the
26 Bid shall be shown.
27
28 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of
29 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance
30 to State Law Non Resident Bidder.
31
32 13. Submission of Bids
33 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents,
34 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS,
35 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope,
36 marked with the City Project Number, Project title, the name and address of Bidder, and
37 accompanied by the Bid security and other required documents. If the Bid is sent through the
38 mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope
39 with the notation "BID ENCLOSED" on the face of it.
40
41 14. Modification and Withdrawal of Bids
42
43 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be
44 withdrawn prior to the time set for bid opening. A request for withdrawal must be
45 made in writing by an appropriate document duly executed in the manner that a Bid
46 must be executed and delivered to the place where Bids are to be submitted at any
47 time prior to the opening of Bids. After all Bids not requested for withdrawal are
48 opened and publicly read aloud, the Bids for which a withdrawal request has been
49 properly filed may, at the option of the City, be returned unopened.
50
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements —Part 3
City Project Number 01022
April 15,2013
002113-8
INSTRUCTIONS TO BIDDERS
Page 8 of 9
1 14.2. Bidders may modify their Bid by electronic communication at any time prior to the
2 time set for the closing of Bid receipt.
3
4 15. Opening of Bids
5 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An
6 abstract of the amounts of the base Bids and major alternates (if any) will be made available
7 to Bidders after the opening of Bids.
8
9 16. Bids to Remain Subject to Acceptance
10 All Bids will remain subject to acceptance for the time period specified for Notice of Award
11 and execution and delivery of a complete Agreement by Successful Bidder. City may, at
12 City's sole discretion, release any Bid and nullify the Bid security prior to that date.
13
14 17. Evaluation of Bids and Award of Contract
15
16 17.1. City reserves the right to reject any or all Bids, including without limitation the rights
17 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids
18 and to reject the Bid of any Bidder if City believes that it would not be in the best
19 interest of the Project to make an award to that Bidder, whether because the Bid is
20 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to
21 meet any other pertinent standard or criteria established by City. City also reserves
22 the right to waive informalities not involving price, contract time or changes in the
23 Work with the Successful Bidder. Discrepancies between the multiplication of units
24 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies
25 between the indicated sum of any column of figures and the correct sum thereof will
26 be resolved in favor of the correct sum. Discrepancies between words and figures
27 will be resolved in favor of the words.
28
29 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists
30 among the Bidders, Bidder is an interested party to any litigation against City,
31 City or Bidder may have a claim against the other or be engaged in litigation,
32 Bidder is in arrears on any existing contract or has defaulted on a previous
33 contract, Bidder has performed a prior contract in an unsatisfactory manner, or
34 Bidder has uncompleted work which in the judgment of the City will prevent or
35 hinder the prompt completion of additional work if awarded.
36
37 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and
38 other persons and organizations proposed for those portions of the Work as to which
39 the identity of Subcontractors, Suppliers, and other persons and organizations must
40 be submitted as provided in the Contract Documents or upon the request of the City.
41 City also may consider the operating costs, maintenance requirements, performance
42 data and guarantees of major items of materials and equipment proposed for
43 incorporation in the Work when such data is required to be submitted prior to the
44 Notice of Award.
45
46 17.3. City may conduct such investigations as City deems necessary to assist in the
47 evaluation of any Bid and to establish the responsibility, qualifications, and financial
48 ability of Bidders, proposed Subcontractors, Suppliers and other persons and
49 organizations to perform and furnish the Work in accordance with the Contract
50 Documents to City's satisfaction within the prescribed time.
51
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15, 2013
00 21 13 - 9
INSTRUCTIONS TO BIDDERS
Page 9 of 9
1 17.4. Contractor shall perform with his own organization, work of a value not less than
2 35% of the value embraced on the Contract, unless otherwise approved by the City.
3
4 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and
5 responsive Bidder whose evaluation by City indicates that the award will be in the
6 best interests of the City.
7
8 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award
9 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than
10 the lowest bid submitted by a responsible Texas Bidder by the same amount that a
11 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a
12 comparable contract in the state in which the nonresident's principal place of
13 business is located.
14
15 17.7. A contract is not awarded until formal City Council authorization. If the Contract is
16 to be awarded, City will award the Contract within 90 days after the day of the Bid
17 opening unless extended in writing. No other act of City or others will constitute
18 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by
19 the City.
20
21 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid.
22
23 18. Signing of Agreement
24 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the
25 required number of unsigned counterparts of the Agreement. Within 14 days thereafter
26 Contractor shall sign and deliver the required number of counterparts of the Agreement to
27 City with the required Bonds, Certificates of Insurance, and all other required documentation.
28 City shall thereafter deliver one fully signed counterpart to Contractor.
29
30
31
32 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20,2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15,2013
SECTION 00 3513
CONFLICT OF INTEREST AFFIDAVIT
003513
BID FORM
Page 1 of 1
Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also
referred to as "City') procurement are required to complete Conflict of Interest Questionnaire (the
attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS
Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City
Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also
be downloaded from the website links provided below.
http://www.ethics.state.tx.us/forms/CIQ.pdf
http://vmw.ethics.state.tx.us/forms/CIS.pdf
CIQ Form is on file with City Secretary
❑ CIQ Form is being provided to the City Secretary
Cl CIS Form is on File with City Secretary
❑ CIS Form is being provided to the City Secretary
BIDDER:
William J Schultz Inc., dba Circle C Construction Company By: Teresa S. Skelly
500 West Trammell Ave.
P.O. Box 40328 Signature:
Fort Worth, Texas 76140 Title: Vice President
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
Contract 84 Sanitary Sewer Improvements
City Project Number: 01503
Conformed Documents 7-19-13
00 35 13-2
CONFLICT OF INTEREST AFFIDAVIT
Page 2 of 3
CONFLICT OF INTEREST QUESTIONNAIRE
FORM CIQ
For vendor or other person doing business with local governmental entity
me questionnaire maocm Manage made to the taw by HB- 1431. Win ten. Hogular melon.
This questionnaire is being filed in accordance with Chapter 176, Local Government Code
by a person who has abusiness relationship as defined by Section 176.001(1-a) with a local
governmental entity and the person meets requirements underSecton 178.006(a).
Bylaw Otis questionnaire must be filed with the records adninistnitorcithe local gove mreerdal
entity not later than the 7111 business day after the date the person becomes aware of facts
that require the statement to be filed. See Section 176_000, Local Government Code.
A person commits an offense if the person knowingly violates Section 176.006, Local
Government Code.An offense tmderthis section is a Class C misdemeanor.
v Name of person who has a business relationship with local governmental entity.
J ❑ Check this box if you are filing an update to a previously tiled questionnaire.
(The law requires that you file an updated completed questionnaire with are appropriate filing authority not
later than the 7th business day after are date the aigrrafiy filed questionnaire becomes incomplete er iiaccreala.)
OFHCEUSEONLY
De Racked
Name of local government officer with whom filer has employments business relationship.
Name of Officer
This section (ilmn 3 including subparts A. H. C !L 0) must be completed for each officer with whom the filer has an
employment or other business relationship as defined by Section 176.031(1-a), Lod Government Code. Attach additiaW
pages to this Form CIO as necessary.
A. Is the local government officer named in this section receiving or likely to receive taxable income, other Than investment
income, from the filer of the questionnaire?
C1ve5 Dtio income. from
B. Is the titer of or at the
threcton of the thbd government officere questionnaire named this section AND She taxable likely to receive taxable taincome is ner Man not received from the local
governmental entity?
EDYes El No
C. Is the filer of this questennare employed by a corporafion or other business entity wmh respect to which the local
government officer serves as an officer or director, or holds an owmersh p of 10 percent or more?
I 1Yes
D. Describe each employment or business relationship with the local government officer named it this section.
El No
Slghatue or person Ming business with lie garemmenlai welly Dale
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1,2011
Adopted 0512912907
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
)
2
0035 13 -3
CONFLICT OF INTEREST AFFIDAVIT
Page 3 of 3
LOCAL GOVERNMENT OFFICER
CONFLICTS DISCLOSURE STATEMENT
(Instructions lorcortlplebngand fifng thisfom arepovided collie next page.)
FORM CIS
This gentleman reflects changes made to the law by Hg. 149t, Seth Leg, Regina Session.
This is the notice to the appropriate local govemmental entity that the following local
government officer has become aware of facts that requirethe o ficerto file this statement
in accordance with Chapter 170, lost Government Code.
1 j Name of Local Government Officer
J Office Held
CEFICEuBEOlLY
Date ReaNed
L:.I Name of person described by Sections 176.002(a) and 176.003(a), Local Government Code
JDescription of the nature and extent of employment or other business relationship with person named in item 3
List gifts accepted by the local government officer and any family member, excluding gifts described by Section
176.003(a-Th if aggregate value of the gifts accepted from person named in item 3 exceed 3250 during the 12-month
period described by Section 176.003(a)(2)(B)
Dale Gig Accepted Description of Gift
Date Gift Accepted Description of Gift
Date Gift Accepted Description of Gib
(attach additional forms as necessary)
sJ AFFOAVff
I swear under penalty or paltry that the above statement is hue aid caned. I actnawedye
that tie disclosure appees to a fancy member (as defined by Soe&an 1taut statement
Local
ad
Government Code) a ets local cerement nt Mica. 1 also aemo&ledgs Ma
corers me 12-omtilt penal deserted by Seder, 176.003{a), Lora Goverment Code
Siglatlre U uoca Govanme d Glllca
AFFIS NOTARY STAMP 1 SEAL ABOVE
this the day
BRomto and absntedbeNreme by the saki
of so to certify W1wchy witness my band and seal o&Mike.
Slendue orddscer administering oath Printed name arotllcer administering oath
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Tree al omer administering oath
Adopted efit2e12007
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
SECTION 00 41 00
BID FORM
TO: The City Manager
c/o: The Purchasing Department
1000 Throckmorton Street
City of Fort Worth, Texas 76102
FOR:
City Project No.:
Units/Sections:
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
01022
Section A: Sanitary Sewer
Section B: Water
0041 00
BID FORM
Page 1 of 3
1. Enter Into Agreement
The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the
Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within
the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.
2. BIDDER Acknowledgements and Certification
2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and
INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond.
2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid
insurance certificate meeting all requirements within 14 days of notification of award.
2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or
entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization,
or corporation.
2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid.
2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the
purposes of this Paragraph:
a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to
influence the action of a public official in the bidding process.
b. 'fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding
process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to
deprive City of the benefits of tree and open competition.
c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the
knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels.
d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property
to influence their participation in the bidding process or affect the execution of the Contract.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number: 01022
April 15, 2015
00 41 00
BID FORM
Page 2 of 3
3. Prequalification
The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors:
a. Utility Construction
b. Paving Construction
c. Concrete Structure Construction
d. Storm Water Management
4. Time of Completion
4.1. The Work will be complete for Final Acceptance within 210 days after the date when the
the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work
{and/or achievement of Milestones) within the times specified in the Agreement.
5. Attached to this Bid
The following documents are attached to and made a part of this Bid:
a. This Bid Form, Section 00 41 00
b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of
the General Conditions.
c. Proposal Form, Section 00 42 43
d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37
e. MWBE Forms (optional at time of bid)
f. Prequatificalion Statement, Section 00 45 12
g. Conflict of Interest Affidavit, Section 00 35 13
'If necessary, CIQ 'or CIS forms are to be provided directly to City Secretary
h. Any additional documents that may be required by Section 12 of the Instructions to Bidders
6. Total Bid Amount
6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space
provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the
bid opening.
6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to
verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated
quantities shown in this proposal and then totaling all of the extended amounts.
6.3. Evaluation of Bid Items:
Total Section A: Sanitary Sewer Bid
Total Section B: Water Bid
M-210R' - Part 3 Project Total Bid
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Conformed Documents 7-19-13
$ 1,522665.75
$ 428,536.20
$ 1,951,201.95
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number: 01022
April 15, 2015
7. Bid Submittal
This Bid is submitted on
Respectfully submit
By:
d;
(Signature)
Teresa S. Skelly
May 16, 2013
(Printed Name)
by the entity named below.
Title: Vice President
Company: William J Schultz Inc., dba Circle C Construction Company
Address: 500 West Trammell Ave.
P.O. Box 40328
Fort Worth, Texas 76140
State of Incorporation: Texas
Email: t.skelly@circlecconstruction.com
Phone: 817-293-1863
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Conformed Documents 7-19-13
0041 00
BID FORM
Page 3 of3
Receipt is acknowledged of
the following Addenda:
Initial
Addendum No. 1:
TSS
Addendum No. 2:
TSS
Addendum No. 3:
Addendum No. 4:
Corporate Seal:
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number: 01022
April 15, 2015
SECTION 00 42 43
REVISED PROPOSAL FORM
UNIT PRICE BID
004243
BID PROPOSAL
Pays I of 2
Bidder's Application
Project Item Information
Bidders Proposal
Bidiist
Item No.
Description
Specification Section
No.
Unit of
Measure
Bid Quantity
Unit Price
Bid Value
Section A: Sanitary Sewer
01
3305 1204 54° Casing/Tunnel Liner Plate By Other Than
Open Cut
33 05 21, 33 05 22
LF
1366
775.00
$1,058,650.00
02
3305.3013 36' Sewer Carrier Pipe, (FRP)
33 31 13
LF
1366
200.00
$273,200.00
03
3331.4120 8' DIP Sewer Pipe, CSLM Backlill
331110
LF
60
185.00
$11,100.00
04
3331.4108 6° Sewer Pipe
3311 10, 3331 12, 33
31 20
LE
2
85.00
$170.00
05
3301.0001 Pre -CCTV Inspection
3301 31
LF
530
5.00
$2,650.00
06
3301.0002 Post -CCTV Inspection
33 01 31
LF
1426
3.00
$4,278.00
07
3305.0109 Trench Safety
33 05 10
LF
100
10.00
$1.000.00
08
3305.0112 Concrete Collar
33 05 17
EA
4
350.00
$1,400.00
09
3339.1101 5' Manhole
33 39 10, 33 39 20
EA
3
5,500.00
$16,500.00
10
3339.1102 5' Drop Manhole
33 39 10, 33 39 20
EA
1
6,500.00
$6,500.00
11
3339.1103 5' Extra Depth Manhole
33 39 10, 33 39 20
VF
74
250.00
$18,500.00
12
3301.0101 Manhole Vacuum Testing
33 01 30
EA
4
150.00
$600.00
13
0241.2201 Remove 4' Sewer Manhole
02 41 14
EA
1
800.00
$800.00
14
0241.2001 Sanitary Line Grouting
02 41 14
CY
4
150.00
$600.00
15
0241.2102 6' Sewer Abandonment Plug
02 41 14
EA
2
500.00
$1,000.00
16
3471.0001 Traffic Control
34 71 13
MO
1
2,500.00
$2,500.00
17
0241.1506 2° Surface Milling
02 41 15
SY
7065
3.50
$24,727.50
18
3212.0302 2' Asphalt Pvmt Type D
32 1216
SY
7065
10.85
$76,655.25
19
3216.0101 6° Cone Curb and Gutter
3216 13
LF
70
25.00
$1,750.00
20
3213.0301 4° Conc Sidewalk
3213 20
SF
50
7.00
$350.00
21
3213.0401 6° Concrete Driveway
32 13 20
SF
300
7.00
$2,100.00
22
3201.0202 Asphalt Pvmt Repair Beyond Defined Width,
Arterial
33 01 17
SY
140
16.00
$2,240.00
23
3201.0124 7' Wide Asphalt Pvmt Repair, Arterial
32 01 17
LF
47
85.00
$3,995.00
24
0241.1600 Butt Milling
02 41 15
LF
76
150.00
$11,400.00
Total Section A:
$1,522,665.75
Section B: Water
01
3311.0254 8° DIP Water, CSLM Backlill
33 11 10
LF
1756
64.00
$112,384.00
02
3311.0241 8' DIP Water Pipe - Install In Short Tunnel
(Bore) with Grout
00 00 00
LE
305
150.00
$45,750.00
03
3311.0241 8' DIP Water Pipe -Install in Casing Pipe
with Grout
00 00 00
LF
50
60.00
$3,000.00
04
3305.1102 16' Casing By Other Than Open Cut
3305 22
LF
50
300.00
$15,000.00
05
3311.0154 6° DIP Water, CSLM Backfill
3311 10
LE
173
60.00
$10,380.00
06
3311.0054 4° DIP Water, CSLM Backf ill
3311 10
LF
36 55.00
$1,980.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Conformed Document 7-19-13
Clear Fork Basin M-210 Sewer Improvements - Part 3
City Project Number: 01022
Addendum No. 2 Released May 14, 2013
SECTION 00 42 43
REVISED PROPOSAL FORM
UNIT PRICE BID
004243
MD PROPOSAL
Page 2 of2
Bidder's Application
Project Item Information
Bidder's Proposal
Bidlist
Item No.
Description
Specification Section
No.
Unit of
Measure
Bid QuantityUnit
Price
Bid Value
07
9999.0000 Connection to Existing 6' Water Main
00 00 00
EA
3 1,500.00
$4,500.00
08
3312.2003 1" Water Service
33 12 10
EA
23 500.00
$11,500.00
09
3312.2001 1 ° Water Service, Meter Reconnection
33 12 10
EA
23 250.00
$5,750.00
10
3312.2103 1 1/2' Water Service
331210
EA
2 700.00
$1,400.00
11
3312.2101 1 1/2° Water Service, Meter Reconnection
33 12 10
EA
2 300.00
$600.00
12
3312.2203 2° Water Service
33 12 10
EA
1 900.00
$900.00
13
3312.2201 2' Water Service, Meter Reconnection
33 12 10
EA
1 400.00
$400.00
14
9999.0000 4° Water Service, Meter Reconnection
00 00 00
EA
1 1,500.00
$1,500.00
15
3312.2802 4' Water Meter and Vault
3312 11
EA
1 7,500.00
$7,500.00
16
3312.0001 Fire Hydrant
33 12 40
EA
4 2,600.00
$10,400.00
17
3311.0001 Ductile Iron Water Fittings w/ Restraint
33 11 11
TON
1.5 6,500.00
$9,750.00
18
3312.3003 8' Gate Valve
33 12 20
EA
9 1,000.00
$9,000.00
19
3312.3002 6° Gate Valve
33 12 20
EA
6 750.00
$4,500.00
20
3312.3001 4' Gate Valve
3312 20
EA
1 600.00
$600.00
21
3304.0101 Temporary Water Service
33 04 30
LS
1 8,000.00
$8,000.00
22
0241.1001 Water Line Grouting
0241 14
CY
15 150.00
$2,250.00
23
9999.0000 6' Water Pressure Plug
00 00 00
EA
8 500.00
$4,000.00
24
9999.0000 4° Water Pressure Plug
00 00 00
EA
2 400.00
$800.00
25
3213.0301 4° Conc Sidewalk
32 13 20
SF
100 7.00
$700.00
26
3213.0401 6' Concrete Driveway
32 13 20
SF
600 7.00
$4,200.00
27
3212.0302 2° Asphalt Pvmt Type D
32 12 16
SY
4812 10.85
$52,210.20
28
0241.1506 2" Surtace Milting
02 41 15
SY
4812 3.50
$16,842.00
29
3216.0101 6' Conc Curb and Gutter
3216 13
LF
100 25.00
$2,500.00
30
3201.0111 4' Wide Asphalt Pvmt Repair, Residential
32 01 17
LF
1594 35.00
$55,790.00
31
3201.0121 4' Wide Asphalt Pvmt Repair, Arterial
3201 17
LF
410 45.00
$18,450.00
32
0241.1600 Butt Milling
02 41 15
LF
30 175.00
$5,250.00
33
9999.0000 Salvage 6° Water Valve
00 00 00
EA
5 150.00
$750.00
Total Section B:
$428,536.20
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Conformed Document 7-19-13
Bid Summary
Section A: Sanitary Sewer:
Section 0: Water:
$1,522,665.75
$428,536.20
Total Base Bid: $1,951,201.95
Clear Fork Basin M-210 Sewer Improvements- Part 3
City Project Number: 01022
Addendum No. 2 Released May 14,2013
00 43 13
BID BOND
Page 1 of 1
SECTION 00 43 13
BID BOND
KNOW ALL BY THESE PRESENTS:
That we, (Bidder Name) William J. Schultz Inc., dba Circle C Construction Company
hereinafter called the Principal, and (Surety Name) Surely Name IInto
a corporation or firm duly authorized to transact surety business in the State of Texas, hereinafter called the Surety, are held and
firmly bound unto the City, hereinafter called the Obligee, in the
sum of One Million Nine Hundred Fifty-one Thousand, Two Hundred One and 95/100 Dollars
($ 1,951,201.95 ), the payment of which sum will be well and truly made and the
said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,
firm by these presents.
WHEREAS, the Principal has submitted a proposal to perform work for the following project of the Obligee,
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
identified as
NOW, THEREFORE, if the Obligee shall award the Contract for the foregoing project to
the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall
enter into the Contract in writing with the Obligee in accordance with the terms of such proposal, then this bond shall be null and
void. If the Principal fails to execute such Contract in accordance with the terms of such proposal or fails to satisfy all requirements
and conditions required for the execution of the Contract in accordance with the proposal or fails to satisfy all requirements and
conditions required for the execution of the Contract in accordance with the proposal, this bond shall become the property of the
Obligee, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate Obligee for
the difference between Principal's Total Bid Amount and the next selected Bidder's Total Bid Amount.
SIGNED this
day of , 2013.
By: William J. Schultz Inc., dba Circle C Construction Company
*By: Surety Name Here
(Signature and Title of Principal)
*Attach Power of Attorney (Surety) for Attorney -in -Fact
(Signature of Attorney -of -Fact)
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Conformed Documents 7-19-13
Impressed
Surety Seal
Only
Clear Fork Drainage Area M-210 Sewer Improvements - Part 3
City Project Number: 01022
00 43 37
VENDOR COMPLIANCE TO STATE LAW
Page 1 of 1
SECTION 00 43 37
VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER
Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law
provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose
corporate offices or principal place of business are outside the State of Texas) bid projects for construction,
improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the
same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a
comparable contract in the State which the nonresident's principal place of business is located.
The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet
specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders
must check the box in Section B.
A. Nonresident bidders in the State of SLair, I-ir:rr; or I31riol: , our principal place of business,
are required to be %. I Inrr; percent lower than resident bidders by State Law. A copy of the
statute is attached.
Nonresident bidders in the State of Slate Here or Blank , our principal place of business,
are not required to underbid resident bidders.
B. The principal place of business of our company or our parent company or majority owner is
in the State of Texas.2
BIDDER:
William J Schultz Inc., dba Circle C Construction Company
500 West Trammell Ave.
P.O. Box 40328
Fort Worth, Texas 76140
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Conformed Documents 7.19.13
By: Teresa S. Skelly
(Signature) U
Title: Vice President
Date: 1
Contract 84 Sanitary Sewer Improvements
City Protect Number: 01503
0045 I1-1
BIDDERS PREQUALIFICATIONS
Page 1 of 3
2
3
4 1. Summary. All contractors are required to be prequalified by the City prior to submitting
5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification
6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is
7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder
8 Prequalification Application in accordance with the requirements below.
9
10 The prequalification process will establish a bid limit based on a technical evaluation and
11 financial analysis of the contractor. The information must be submitted seven (7) days prior
12 to the date of the opening of bids. For example, a contractor wishing to submit bids on
13 projects to be opened on the 7th of April must file the information by the 31st day of March
14 in order to bid on these projects. hi order to expedite and facilitate the approval of a Bidder's
15 Prequalification Application, the following must accompany the submission.
16 a. A complete set of audited or reviewed financial statements.
17 (1) Classified Balance Sheet
18 (2) Income Statement
19 (3) Statement of Cash Flows
20 (4) Statement of Retained Earnings
21 (5) Notes to the Financial Statements, if any
22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles
23 of Incorporation, Articles of Organization, Certificate of Formation, LLC
24 Regulations, Certificate of Limited Partnership Agreement).
25 c. A completed Bidder Prequalification Application.
26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas
27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification
28 number visit the Texas Comptroller of Public Accounts online at the
29 following web address www.window.state.tx.us/taxpermit/ and fill out the
30 application to apply for your Texas tax ID.
31 (2) The firm's e-mail address and fax number.
32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number
33 is used by the City for required reporting on Federal Aid projects. The DUNS
34 number may be obtained at www.dnb.com.
35 d. Resumes reflecting the construction experience of the principles of the firm for firms
36 submitting their initial prequalification. These resumes should include the size and
37 scope of the work performed.
38 e. Other information as requested by the City.
39
40 2. Prequalification Requirements
41 a. Financial Statements. Financial statement submission must be provided in
42 accordance with the following:
43 (1) The City requires that the original Financial Statement or a certified copy
44 be submitted for consideration.
SECTION 00 45 11
BIDDERS PREQUALIFICATIONS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
0045 II -2
BIDDERS PREQUALIFICATIONS
Page 2 of 3
1 (2) To be satisfactory, the financial statements must be audited or reviewed
2 by an independent, certified public accounting firm registered and in
3 good standing in any state. Current Texas statues also require that
4 accounting firms performing audits or reviews on business entities within
5 the State of Texas be properly licensed or registered with the Texas State
6 Board of Public Accountancy.
7 (3) The accounting firm should state in the audit report or review whether
8 the contractor is an individual, corporation, or limited liability company.
9 (4) Financial Statements must be presented in U.S. dollars at the current rate
10 of exchange of the Balance Sheet date.
11 (5) The City will not recognize any certified public accountant as
12 independent who is not, in fact, independent.
13 (6) The accountant's opinion on the financial statements of the contracting
14 company should state that the audit or review has been conducted in
15 accordance with auditing standards generally accepted in the United
16 States of America. This must be stated in the accounting firm's opinion.
17 It should: (1) express an unqualified opinion, or (2) express a qualified
18 opinion on the statements taken as a whole.
19 (7) The City reserves the right to require a new statement at any time.
20 (8) The financial statement must be prepared as of the last day of any month,
21 not more than one year old and must be on file with the City 16 months
22 thereafter, in accordance with Paragraph I.
23 (9) The City will determine a contractor's bidding capacity for the purposes
24 of awarding contracts. Bidding capacity is determined by multiplying the
25 positive net working capital (working capital = current assets — current
26 liabilities) by a factor of 10. Only those statements reflecting a positive
27 net working capital position will be considered satisfactory for
28 prequalification purposes.
29 (10) In the case that a bidding date falls within the time a new financial
30 statement is being prepared, the previous statement shall be updated with
31 proper verification.
32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be
33 submitted along with audited or reviewed financial statements by firms wishing to be
34 eligible to bid on all classes of construction and maintenance projects. Incomplete
35 Applications will be rejected.
36 (I) In those schedules where there is nothing to report, the notation of
37 "None" or "N/A" should be inserted.
38 (2) A minimum of five (5) references of related work must be provided.
39 (3) Submission of an equipment schedule which indicates equipment under
40 the control of the Contractor and which is related to the type of work for
41 which the Contactor is seeking prequalification. The schedule must
42 include the manufacturer, model and general common description of
43 each piece of equipment. Abbreviations or means of describing
44 equipment other than provided above will not be accepted.
45
46 3. Eligibility to Bid
47 a. The City shall be the sole judge as to a contractor's prequalification.
48 b. The City may reject, suspend, or modify any prequalification for failure by the
49 contractor to demonstrate acceptable financial ability or performance.
50
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
004511-3
BIDDERS PREQUALIFICATIONS
Page 3 of 3
1 c. The City will issue a letter as to the status of the prequalification approval.
2 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid
3 the prequalified work types until the expiration date stated in the letter.
4
5
6
7
8
9 END OF SECTION
10
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 201I
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
00 45 12
BID FORM
Page 1 of 1
SECTION 00 45 12
PREQUALIFICATION STATEMENT
Each Bidder for a City procurement is required to complete the information below by identifying the prequalified
contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed.
Major Work Type
Contractor/Subcontractor Company Name
Prequalification
Expiration Date
Utility Construction
Circle C Construction
1/31/2014
Paving Construction
Circle C Construction
1/31/2014
Concrete Structure
Construction
Circle C Construction
1/31/2014
Storm Water Management
Circle C Construction
1/31/2014
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are
currently prequalified for the work types listed.
BIDDER:
William J Schultz Inc., dba Circle C Construction Company
500 West Trammell Ave.
P.O. Box 40328
Fort Worth, Texas 76140
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Conformed Documents 7-19-13
By: a S. Skelly
/s,G/Terz-e--) C> 5/1 /
(Signature)
Title: Vice President
Date: 7-3/- /3
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number: 01022
FORT WORTH
SECTION 0013
BIDDER PREQUALIFICATION APPLICATION
Date of Balance Sheet
Mark only one:
Name under which you wish to qualify
Individual
Limited Partnership
General Partnership
Corporation
Limited Liability Company
Post Office Box City
State Zip Code
Street Address (required) City State Zip Code
Telephone
Fax
Email
Texas Taxpayer Identification No.
Federal Employers Identification No.
DUNS No. (if applicable)
MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO:
CITY OF FORT WORTH TEXAS
1000 THROCKMORTON STREET
FORT WORTH, TEXAS 76102-6311
AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION"
004513-2
BIDDER PREQUALIFICATION APPLIaCgAATION
P2 of8
BUSINESS CLASSIFICATION
The following should be completed in order that we may properly classify your firm:
(Check the block(s) which are applicable — Block 3 is to be left blank if Block 1 and/or Block 2 is
checked)
I
I
Has fewer than 100 employees
and/or
Has less than $6,000,000.00 in annual gross receipts
OR
L___J Does not meet the criteria for being designated a small business as provided in Section
2006.001 of the Texas Government Code.
The classification of your firm as a small or large business is not a factor in determining eligibility to
become prequalified.
MAJOR WORK CATEGORIES
Water Department
Augur Boring - 24-inch diameter casing and less
Augur Boring - Greater than 24-inch diameter casing and greater
Tunneling — 36-Inches — 60 —inches, and 350 LF or less
Tunneling - 36-Inches — 60 —inches, and greater than 350 LF
Tunneling— 66" and greater, 350 LF and greater
Tunneling — 66" and greater, 350 LF or Less
Cathodic Protection
Water Distribution, Development, 8-inch diameter and smaller
Water Distribution, Urban and Renewal, 8-inch diameter and smaller
Water Distribution, Development, 12-inch diameter and smaller
Water Distribution, Urban and Renewal, 12-inch diameter and smaller
Water Transmission, Development, 24-inches and smaller
Water Transmission, Urban/Renewal, 24-inches and smaller
Water Transmission, Development, 42-inches and smaller
Water Transmission, Urban/Renewal, 42-inches and smaller
Water Transmission, Development, All Sizes
Water Transmission, Urban/Renewal, All Sizes
Sewer Bypass Pumping, 18-inches and smaller
Sewer Bypass Pumping, 18-inches — 36-inches
Sewer Bypass Pumping 42-inches and larger
CCTV, 8-inches and smaller
CCTV, 12-inches and smaller
CCTV, 18-inches and smaller
CCTV, 24-inches and smaller
CCTV, 42-inches and smaller
CCTV, 48-inches and smaller
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December20, 2012
Clear Fork Drainage Basin M-210 Sewer
Improvements
Number 01022
004513-3
BIDDER PREQUALIFICATION APPLICATION
Page 3 of 8
MAJOR WORK CATEGORIES, CONTINUED
- Sewer CIPP, 12-inches and smaller
Sewer CIPP, 24-inches and smaller
_ Sewer CIPP, 42-inches and smaller
Sewer CIPP, All Sizes
- Sewer Collection System, Development, 8-inches and smaller
Sewer Collection System, Urban/Renewal, 8-inches and smaller
Sewer Collection System, Development, 12-inches and smaller
- Sewer Collection System, Urban/Renewal, 12-inches and smaller
Sewer Interceptors, Development, 24-inches and smaller
- Sewer Interceptors, Urban/Renewal, 24-inches and smaller
Sewer Interceptors, Development, 42-inches and smaller
- Sewer Interceptors, Urban/Renewal, 42-inches and smaller
Sewer Interceptors, Development, 48-inches and smaller
Sewer Interceptors, Urban/Renewal, 48-inches and smaller
- Sewer Pipe Enlargement 12-inches and smaller
- Sewer Pipe Enlargement 24-inches and smaller
Sewer Pipe Enlargement, All Sizes
_ Sewer Cleaning , 24-inches and smaller
Sewer Cleaning , 42-inches and smaller
- Sewer Cleaning , All Sizes
- Sewer Cleaning, 8-inches and smaller
_ - Sewer Cleaning, 12-inches and smaller
Sewer Siphons 12-inches or less
Sewer Siphons 24-inches or less
Sewer Siphons 42-inches or less
Sewer Siphons All Sizes
Transportation Public Works
Asphalt Paving Construction/Reconstruction (LESS THAN 10,000 square yards)
Asphalt Paving Construction/Reconstruction (10,000 square yards and GREATER)
Asphalt Paving Heavy Maintenance (UNDER $1,000,000)
Asphalt Paving Heavy Maintenance ($1,000,000 and OVER)
Concrete Paving Construction/Reconstruction (LESS THAN 10,000 square yards)
Concrete Paving Construction/Reconstruction (10,000 square yards and GREATER)
Roadway and Pedestrian Lighting
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer bnprovemenls — Part 3
City Project Number 01022
00 45 13 -4
BIDDER PREQUALIFICATION APPLICATIageON of 8
1. List equipment you do not own but which is available by renting
NAME AND DETAILED ADDRESS OF OWNER
DESCRIPTION OF EQUIPMENT
2. How many years has your organization been in business as a general contractor under your present
name?
List previous business names:
3. How many years of experience in
had:
(a) As a General Contractor:
4, *What projects has your
CONTRACT
AMOUNT
CLASS
OF
WORK
construction work has your organization
(b) As a Sub -Contractor:
organization completed in Texas and elsewhere?
NAME AND DETAILED
ADDRESS OF OFFICIAL TO
WHOM YOU REFER
DATE
COMPLETED
LOCATION
CITY -COUNTY -
STATE
*If re -qualifying, only show work performed since last statement.
5.Have you ever failed to complete any work awarded to you?
If so, where and why?
6.Has any officer or owner of your organization ever been an officer of another organization that failed to
complete a contract?
If so, state the name of the individual, other organization and reason.
7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her
name?
If so, state the name of the individual, name of owner and reason.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Project rrov Number Part 3
004513-5
BIDDER PREQUALIFICATION APPLICATION
Page 5 of 8
8. In what other lines of business are you financially interested?
9. Have you ever performed any work for the City?
If so, when and to whom do you refer?
10. State names and detailed addresses of all producers from whom you have purchased principal
materials during the last three years.
NAME OF FIRM OR COMPANY
DETAILED ADDRESS
11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship
to this person or firm.
ipal individuals in your organization?
NAME
PRESENT
POSITION OR
OFFICE
YEARS OF
EXPERIENCE
MAGNITUDE
AND TYPE OF
WORK
IN WHAT
CAPACITY
13. If any owner, officer, director, or stockholder of your finn s an employee of the City, or shares the
same household with a City employee, please list the name of the City employee and the relationship. In
addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or
director who does not live in the same household but who receives care and assistance from that person as
a direct result of a documented medical condition. This includes foster children or those related by
adoption or marriage.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
CORPORATION BLOCK
If a corporation:
Date of Incorporation
Charter/File No.
President
Vice Presidents
004513-6
BIDDER PREQUALIFICATION APPLICATION
I Page TO S
PARTNERSHIP BLOCK
If a partnership:
State of Organization
Date of organization
Is partnership general, limited, or registered limited
liability partnership?
File No. (if Limited
Partnership)
General Partners/Officers
Secretary
Treasurer
LIMITED LIABILITY COMPANY BLOCK
If a corporation:
State of Incorporation
Date of organization
File No.
Officers or Managers (with titles, if any)
Limited Partners (if applicable)
Individuals authorized to sign for Partnership
Except for limited partners, the individuals listed in the blocks above are presumed to have full
signature authority for your firm unless otherwise advised. Should you wish to grant signature
authority for additional individuals, please attach a certified copy of the corporate resolution,
corporate minutes, partnership agreement, power of attorney or other legal documentation which
grants this authority.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
14. Equipment
004513-7
BIDDER PREQUALIFICATION APPLICATION
Page 7 of 8
TOTAL
ITEM
ITEM DESCRIPTION
BALANCE SHEET
VALUE
QUANTITY
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
Various -
TOTAL
tan tunes of equipment
Similar types of equipment maybe lumped together. If your firm has more
you may show these 30 types and show the remainder as "various". The City, by allowing you to show
only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment.
The equipment list is a representation of equipment under the control of the firm and which is related to
the type of work for which the firm is seeking qualification. In the description include, the manufacturer,
model, and general common description of each.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
STATE OF
COUNTY OF
004513-8
BIDDER PREQUALIFICATION APPLICATION
Page 8 of 8
BIDDER PRFQUALIFICATION AFFIDAVIT
The undersigned hereby declares that the foregoing is a true statement of the financial condition of the
entity herein first named, as of the date herein first given; that this statement is for the express purpose of
inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who
prepared the balance sheet accompanying this report as well as any depository, vendor or any other
agency herein named is hereby authorized to supply each party with any information, while this statement
is in force, necessary to verify said statement.
, being duly sworn, deposes and says that
he/she is the of , the entity
described in and which executed the foregoing statement that he/she is familiar with the books of the said
entity showing its financial condition; that the foregoing financial statement taken from the books of the
said entity as of the date thereof and that the answers to the questions of the foregoing Bidder
Prequalification Application are correct and true as of the date of this affidavit.
Firm Name:
Signature:
Sworn to before me this
day of
Notary Public
Notary Public must not be an officer, director, or stockholder or relative thereof.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number01022
004526-1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
t SECTION 00 45 26
2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
4 provides worker's compensation insurance coverage for all of its employees employed on City
5 Project No01503. Contractor further certifies that, pursuant to Texas Labor Code, Section
6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
7 worker's compensation coverage.
8
9 CONTRACTOR:
10
11 C;rc/ ( (Tens- e. ./, , BY: //'2''•SG' J /-///
12 Company (Please Print)
13 /� /1
14 /' O 1�C.tz Signature:
15 Address
16
17
18 City/State/Zip
19
20
21 THE STATE OF TEXAS
22
23 COUNTY OF TARRANT
24
25
26
•
•
FD/ / `✓o.- /.2 7 ?di /A) Title: /Ike %�ivs/ "r//„
(Please Print)
MICHELE S. LANKFORD
Notary Public
STATE OF TEXAS
My Comm. Exp. October 7, 2015
BEFORE ME, the undersigned authority, on this day personally appeared
% r es- a ,,5 _S - ,,/,,,,, , known to me to be the person whose name is
27 subscribed to the foregoing instrument, and aclmowledged to me that he/she executed the same as
28 the act and deed of i i'‘ o /i --s.., 4 :,,/ for the purposes and
29 consideration therein expressed and in the capacity therein stated.
30
31 GIVEN UNDER MY HAND AND SEAL OF OFFICE this 3'c� day of
32 si1)1l { ,2013
33
34
35
36
37
38
39
m1 ,5.orlind
Notary Public in and for the State Texas
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Clear Fork Drainage Basin M-210 Sewer Improvements- Part 3
City Project Number 01022
00 45 39 - 1
MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL
Page I of 1
1 SECTION 00 45 39
2 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL
3 APPLICATION OF POLICY
4 If the total dollar value of the contract is $25,000 or more, the M/WBE goal is applicable. If the
5 total dollar value of the contract is less than $25,000, the M/WBE goal is not applicable.
6
7 POLICY STATEMENT
8 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority
9 and Women Business Enterprises (M/WBE) in the procurement of all goods and services to the
10 City on a contractual basis. All requirements and regulations stated in the City's current Minority
11 and Women Business Enterprise Ordinance apply to this bid.
12
13 M/WBE PROJECT GOAL
14 The City's M/WBE goal on this project is 10% the total bid (Base bid applies to Parks and
15 Community Services).
16
17 COMPLIANCE TO BID SPECIFICATIONS
18 On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's
19 M/WBE Ordinance by either of the following:
20 1. Meet or exceed the above stated M/WBE goal, or
21 2. Good Faith Effort documentation, or;
22 3. Waiver documentation, or;
23 4. Joint Venture.
24
25 Failure to comply with the City's M/WBE Ordinance shall result in the Bid being considered
26 non -responsive. Any questions, please contact the M/WBE Office at (817) 212-2674.
27
28
29
30
31
32
33
34
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following
times allocated, in order for the entire bid to be considered responsive to the specifications. The
Offeror shall deliver the M/WBE documentation in person to the appropriate employee of the
Managing Department and obtain a date/time receipt. Such receipt shall be evidence that the City
received the documentation in the time allocated. A faxed copy will not be accepted.
1. Subcontractor Utilization Form, if goal is met
or exceeded:
received by 5:00 p.m., five (5) working days after the
bid opening date, exclusive of the bid opening date.
2. Good Faith Effort and Subcontractor
Utilization Form, if participation is less than
stated goal:
received by 5:00 p.m., five (5) working days after the
bid opening date, exclusive of the bid opening date.
3. Good Faith Effort and Subcontractor
Utilization Form, if no M/WBE participation:
received by 5:00 p.m., five (5) working days after the
bid opening date, exclusive of the bid opening date.
4. Prime Contractor Waiver Form, if ftrin will
perform all subcontracting/supplier work:
received by 5:00 p.m., five (5) working days after the
bid opening date, exclusive of the bid opening date.
5. Joint Venture Form, if utilizing a joint venture
to meet or exceed goal.
received by 5:00 p.m., five (5) working days after the
bid opening date, exclusive of the bid opening date.
35
36 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised September 28, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
00 45 40-1
MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL
Page 1 of I
1 SECTION 00 45 40
2 MINORITY BUSINESS ENTERPRISE GOAL
3 APPLICATION OF POLICY
4 If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal
5 may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE
6 subcontracting goal is not applicable.
7
8 POLICY STATEMENT
9 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority
10 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and
11 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid.
12
13 MBE PROJECT GOAL
14 The City's MBE goal on this project is 10% of the total bid (Base bid applies to Parks and
15 Community Services). Note: If both MBE and SBE subcontracting goals are established for this
16 project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be
17 deemed responsive.
18
19 COMPLIANCE TO BID SPECIFICATIONS
20 On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are
21 required to comply with the intent of the City's Business Diversity Ordinance by one of the
22 following:
23 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or
24 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or
25 3. Good Faith Effort documentation, or;
26 4. Waiver documentation.
27 Failure to comply with the City's Business Diversity Ordinance shall result in the Bid being
28 considered non -responsive. Any questions, please contact the M/WBE Office at (817) 212-2674.
29
30
31
32
33
34
35
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following
times allocated, in order for the entire bid to be considered responsive to the specifications. The
Offeror shall deliver the MBE documentation in person to the appropriate employee of the Managing
Department and obtain a date/time receipt. Such receipt shall be evidence that the City received the
UOCUII1eillin U11 111 LUG 1.1111G ai•va+aLs..u. ca aw..v....-..v.,
1. Subcontractor Utilization Form, if goal is met
or exceeded:
.. --- ---- - _ __ _ _ _ a
received by 5:00 p.m., five (5) City business days after
the bid opening date, exclusive of the bid opening date.
2. Good Faith Effort and Subcontractor
Utilization Form, if participation is less than
stated goal:
received by 5:00 p.m., five (5) City business days after
the bid opening date, exclusive of the bid opening date.
3. Good Faith Effort and Subcontractor
Utilization Form, if no MBE participation:
received by 5:00 p.m., five (5) City business days after
the bid opening date, exclusive of the bid opening date.
4. Prime Contractor Waiver Form, if firm will
perform all subcontracting/supplier work:
received by 5:00 p.m., five (5) City business days after
the bid opening date, exclusive of the bid opening date.
5. Joint Venture Form, if utilizing a joint venture
to meet or exceed goal.
received by 5:00 p.m., five (5) City business days after
the bid opening date, exclusive of the bid opening date.
36 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised September 29, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
005243-1
Agreement
Page 1 of 4
1 SECTION 00 52 43
2 AGREEMENT
3 THIS AGREEMENT, authorized on July 23, 2013 is made by and between the City of Forth
4 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager,
5 ("City"), and William J. Schultz, Inc. dba Circle C Construction Company, authorized to do
6 business in Texas, acting by and through its duly authorized representative, ("Contractor").
7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
8 follows:
9 Article 1. WORK
l0 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
l l Project identified herein.
12 Article 2. PROJECT
13 The project for which the Work under the Contract Documents may be the whole or only a part is
l4 generally described as follows:
15 Clear Fork Drainage Basin M-210 Sewer Improvements, Part 3, Sewer No. P275-
16 703170102288, Water No. P265-603170102288, DOE #6808, City Proiect 01022
l7
18 Article 3. CONTRACT TIME
19 3.1 Time is of the essence.
20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
21 Documents are of the essence to this Contract.
22 3.2 Final Acceptance.
23 The Work will be complete for Final Acceptance within 210 calendar days after the date
24 when the Contract Time commences to run as provided in Paragraph 2.03 of the General
25 Conditions.
26 3.3 Liquidated damages
27 Contractor recognizes that time is of the essence of this Agreement and that City will
28 suffer financial loss if the Work is not completed within the times specified in Paragraph
29 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the
30 General Conditions. The Contractor also recognizes the delays, expense and difficulties
31 involved in proving in a legal proceeding the actual loss suffered by the City if the Work
32 is not completed on time. Accordingly, instead of requiring any such proof , Contractor
33 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay
34 City Three Thousand ($3,000.00) for each day that expires after the time specified in
35 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance.
CITY OF FORT WORTH Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project No. 01022
April 15, 2013
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT
Conformed Document 7-19-13
005243-2
Agreement
Page 2 of 4
36 Article 4. CONTRACT PRICE
37 City agrees to pay Contractor for performance of the Work in accordance with the Contract
38 Documents an amount in current funds of One Million, Nine Hundred Fiftv-One Thousand,
39 Two Hundred One and 95/100 Dollars ($1,951,201.95).
40 Article 5. CONTRACT DOCUMENTS
41 5.1 CONTENTS:
42 A. The Contract Documents which comprise the entire agreement between City and
43 Contractor concerning the Work consist of the following:
44 1. This Agreement.
45 2. Attachments to this Agreement:
46 a. Bid Form
47 1) Proposal Form
48 2) Vendor Compliance to State Law Non -Resident Bidder
49 3) Prequalification Statement
50 4) State and Federal documents (project specific)
51 b. Current Prevailing Wage Rate Table
52 c. Insurance ACORD Form(s)
53 d. Payment Bond
54 e. Performance Bond
55 f. Maintenance Bond
56 g. Power of Attorney for the Bonds
57 h. Worker's Compensation Affidavit
58 i. MBE and/or SBE Commitment Form
59 3. General Conditions.
60 4. Supplementary Conditions.
61 5. Specifications specifically made a part of the Contract Documents by attachment
62 or, if not attached, as incorporated by reference and described in the Table of
63 Contents of the Project's Contract Documents.
64 6. Drawings.
65 7. Addenda.
66 8. Documentation submitted by Contractor prior to Notice of Award.
67 9. The following which may be delivered or issued after the Effective Date of the
68 Agreement and, if issued, become an incorporated part of the Contract Documents:
69 a. Notice to Proceed.
70 b. Field Orders.
71 c. Change Orders.
72 d. Letter of Final Acceptance.
73
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT
Conformed Document 7-19-13
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project No. 01022
April 15, 2013
005243-3
Agreement
Page 3 of 4
74 Article 6. INDEMNIFICATION
75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
76 expense, the city, its officers, servants and employees, from and against any and all
77 claims arising out of, or alleged to arise out of, the work and services to be performed
78 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
79 under this contract. This indemnification provision is specifically intended to operate
80 and be effective even if it is alleged or proven that all or some of the damages being
81 sought were caused, in whole or in part, by any act, omission or negligence of the city.
82 This indemnity provision is intended to include, without limitation, indemnity for
83 costs, expenses and legal fees incurred by the city in defending against such claims and
84 causes of actions.
85
86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
87 the city, its officers, servants and employees, from and against any and all loss, damage
88 or destruction of property of the city, arising out of, or alleged to arise out of, the work
89 and services to be performed by the contractor, its officers, agents, employees,
90 subcontractors, licensees or invitees under this contract. This indemnification
91 provision is specifically intended to operate and be effective even if it is alleged or
92 proven that all or some of the damages being sought were caused, in whole or in part,
93 by any act, omission or negligence of the city.
94
95 Article 7. MISCELLANEOUS
96 7.1 Terms.
97 Terms used in this Agreement which are defined in Article 1 of the General Conditions will
98 have the meanings indicated in the General Conditions.
99 7.2 Assignment of Contract.
100 This Agreement, including all of the Contract Documents may not be assigned by the
101 Contractor without the advanced express written consent of the City.
102 7.3 Successors and Assigns.
103 City and Contractor each binds itself, its partners, successors, assigns and legal
104 representatives to the other party hereto, in respect to all covenants, agreements and
105 obligations contained in the Contract Documents.
106 7.4 Severability.
107 Any provision or part of the Contract Documents held to be unconstitutional, void or
108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
109 remaining provisions shall continue to be valid and binding upon CITY and
110 CONTRACTOR.
111 7.5 Governing Law and Venue.
112 This Agreement, including all of the Contract Documents is performable in the State of
113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
114 Northern District of Texas, Fort Worth Division.
CITY OF FORT NORTH Clear Fork Drainage Basin M-210 Sewer I nprovements — Part 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 01022
Conformed Document 7-19-13 April 15, 2013
005243-4
Agreement
Page 4 of 4
115 7.6 Other Provisions.
116 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is
117 classified, promulgated and set out by the City, a copy of which is attached hereto and
118 made a part hereof the same as if it were copied verbatim herein.
119 7.7 Authority to Sign.
120 Contractor shall attach evidence of authority to sign Agreement, if other than duly
121 authorized signatory of the Contractor.
122
123 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple
124 counterparts.
125
126 This Agreement is effective as of the last date signed by the Parties ("Effective Date").
127
128
129
130
131
132
133
134
135
136
137
Contractor:
William J. Schultz, Inc. dba
Circle C Construction Company
By:
(Signature)
Teresa S. Skelly
(Printed Name)
Title: Vice President
City of Fort Worth
Fernando Costa
Assistant City Manager
Date 8 13 13
Attest:
City S
(Seal)
Address:
PO Box 40328 M&C C - Z ce s UB
Date: '7I 2-3 if 3
City/State/Zip: Fort Worth, TX 76140
Date
Approved as to Form and Legality:
r144 G Gu 1.44 i'Yi , ) 4--}(
Douglas W. Black [�
Assistant City Attorney
APPROVAL RECOMMENDED:
6
S. Frank Crumb, PE
PP DIRECTOR,
Water Department
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT
Conformed Document 7-19-13
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project No. 01022
April 15, 2013
006113-1
PERFORMANCE BOND
Page l of2
1 BOND NO. TXC107220
2
3
4
5 THE STATE OF TEXAS
6
7 COUNTY OF TARRANT
8
SECTION 00 61 13
PERFORMANCE BOND
KNOW ALL BY THESE PRESENTS:
9 That we, William J. Schultz, Inc. dba Circle C Construction Company, known as
10 "Principal" herein and Merchants Bonding Company (Mutual), a corporate surety(sureties, if
11 more than one) duly authorized to do business in the State of Texas, known as "Surety" herein
12 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal
13 corporation created pursuant to the laws of Texas, known as "City" herein, in the penal sum of
14 One Million, Nine Hundred Fifty -One Thousand, Two Hundred One and 95/100 Dollars
15 ($1,951,201.95), lawful money of the United States, to be paid in Fort Worth, Tarrant County,
16 Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs,
17 executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
18 WHEREAS, the Principal has entered into a certain written contract with the City
19 awarded the 23rd day of July, 2013, which Contract is hereby referred to and made a part hereof
20 for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other
21 accessories defined by law, in the prosecution of the Work, including any Change Orders, as
22 provided for in said Contract designated as Clear Fork Drainage Basin M-210 Sewer
23 Improvements, Part 3, Sewer No. P275-703170102288, Water No. P265-603170102288, DOE
24 #6808, City Project 01022
25 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
26 shall faithfully perform it obligations under the Contract and shall in all respects duly and
27 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
28 specifications, and contract documents therein referred to, and as well during any period of
29 extension of the Contract that may be granted on the part of the City, then this obligation shall be
30 and become null and void, otherwise to remain in full force and effect.
31 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
32 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
33 Worth Division.
CITY OF FORT WORTH Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 01022
Conformed Document 7-19-13 April 15, 2013
006113-2
PERFORMANCE BOND
Page 2 of 2
1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
3 accordance with the provisions of said statue.
4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
5 this instrument by duly authorized agents and officers on this the 23rd day of July, 2013.
6
7
8
9
10
11
12
13 ATTEST:
14
15
16
17
18
19
20
21
(Principal) Secretary, Michele S. Lankfo
v�tl.
22 Witness as to Principal
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37 ' fitness as to Surety,
38
39
40
41
42
43
PRINCIPAL:
William J. Schultz, Inc. dba
Circle C Construction Company
BY: c 1 _f��/
Signature
c
Teresa S. Skelly, Vice -President
Name and Title
Address: P. O. Box 40328
Fort Worth, TX 76140
SURETY:
Mercha ; 5 nding Company tual)
BY:
Signature
Sheryl A. Mutts, Attorney -in -Fact
Name and Title
Address: 2100 Fleur Drive
Des Moines, IA 50321
A. Miller Telephone Number: 1-800-678-8171
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 01022
Conformed Document 7-19-13 April 15, 2013
MERCHANTS
BONDING COMPANY.
POWER OF ATTORNEY
Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING,
INC., both being corporations duly organized under the laws of the State of Iowa (herein collectively called the "Companies"),
and that the Companies do hereby make, constitute and appoint, individually,
John A Miller; John R Stockton; K R Harvey; Sheryl A Klutts
of Fort Worth and State of TX their true and lawful Attorney -in -Fact, with full power
and authority hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surety
any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any
such instrument shall not exceed the amount of:
TEN MILLION ($10,000,000.00) DOLLARS
and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly
authorized officers of the Companies, and all the acts of said Attorney -in -Fact, pursuant to the authority herein given, are
hereby ratified and confirmed.
This Power -of -Attorney is made and executed pursuant to and by authority of the following By -Laws adopted by the Board of
Directors of the Merchants Bonding Company (Mutual) on April 23, 2011 and adopted by the Board of Directors of Merchants National
Bonding, Inc., on October 24, 2011.
"The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have
power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the
seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory In
the nature thereof.
The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to
any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance,
or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and
effect as though manually fixed."
In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 1st day of January , 2012.
A;)1L9!1S ,,,,,, s . D q o9y • MERCHANTS BONDING COMPANY (MUTUAL)
p► R 9 MERCHANTS NATIONAL BONDING, INC.
�/.°j'tp Ac+'Ott •y;=( car di
?�:x fir.r-._ -o- o•-�;
KA 2003 °' �a' 1933 :C:
J• •yJ • Y. By
STATE OF IOWA .y pi',,,r,UgNP�,,O••,
COUNTY OF POLK ss.
On this 1st day of January 2012, before me appeared Larry Taylor, to me personally known, who being by me duly sworn did
say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and
that the seals affixed to the foregoing instrument is the Corporate Seals of the Companies; and that the said instrument was signed and
sealed in behalf of the Companies by authority of their respective Boards of Directors.
In Testimony Whereof, 1 have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year
first above written.
,yipq MARANDA GREENWALT
Commission Number 770312
My Commission Expires
ow October 28, 2014
President
77.4.44A.C61
14,1201
Notary Public, Polk County, Iowa
STATE OF IOWA
COUNTY OF POLK ss.
I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.,
do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies,
which is still in full force and effect and has not been amended or revoked.
In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on
this 23rd day of July 2013 •
POA 0014 (11/11)
1 BOND NO. TXC107220
2 SECTION 00 61 14
3 PAYMENT BOND
4
5 THE STATE OF TEXAS
6
7 COUNTY OF TARRANT
8
006114-1
PAYMENT BOND
Page 1 of 2
KNOW ALL BY THESE PRESENTS:
9 That we, William J. Schultz, Inc. dba Circle C Construction Company, known as
10 "Principal" herein, and Merchants Bonding Company (Mutual), a corporate surety (sureties),
11 duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or
12 more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created
13 pursuant to the laws of the State of Texas, known as "City" herein, in the penal sum of One
14 Million, Nine Hundred Fifty -One Thousand, Two Hundred One and 95/100 DOLLARS
15 ($1,951,201.95), lawful money of the United States, to be paid in Fort Worth, Tarrant County,
16 Texas, for the payment of which sum well and truly be made, we bind ourselves, our heirs,
17 executors, administrators, successors and assigns, jointly and severally, firmly by these presents:
18 WHEREAS, Principal has entered into a certain written Contract with City, awarded the
19 23rd day of July, 2013, which Contract is hereby referred to and made a part hereof for all
20 purposes as if fully set forth herein, to furnish all materials, equipment, labor and other
21 accessories as defined by law, in the prosecution of the Work as provided for in said Contract and
22 designated as Clear Fork Drainage Basin M-210 Sewer Improvements, Part 3, Sewer No.
23 P275-703170102288, Water No. P265-603170102288, DOE #6808, City Project 01022.
24 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
25 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
26 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
27 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
28 force and effect.
29 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
30 Texas Govermnent Code, as amended, and all liabilities on this bond shall be determined in
31 accordance with the provisions of said statute.
CITY OF FORT WORTH Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 01022
Conformed Document 7-19-13 April 15, 2013
00 61 14 -2
PAYMENT BOND
Page 2 of 2
1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this
2 instrument by duly authorized agents and officers on this 23r1 day of July, 2013.
3
4
PRINCIPAL:
William J. Schultz, Inc. dba
Circle C Construction Company
ATTEST: BY:
m
Signature
Teresa S. Skelly — Vice President
(Principal) Secretary, Michele S. L.,�ykford Name and Title
Address: P. O. Box 40328
Witness as to Principal
ATTEST:
(Surety) Secreta,__--
Witness as to Sure •, Jt n A. Miller
Fort Worth, TX 76140
SURETY:
Merchants poling Company (Mutual)
BY:
�711—
Signature
Sheryl A. Mutts, Attorney -in -Fact
Name and Title
Address: 2100 Fleur Drive
Des Moines, IA 50321
Telephone Number: 1-800-678-8171
5
6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the
7 bylaws showing that this person has authority to sign such obligation. If Surety's physical
8 address is different from its mailing address, both must be provided.
9
10 The date of the bond shall not be prior to the date the Contract is awarded.
11
12
END OF SECTION
CITY OF FORT WORTH Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 01022
Conformed Document 7-19-13 April 15, 2013
MERCHANTS
BONDING COMPANY.
POWER OF ATTORNEY
Know AO Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING,
INC., both being corporations duly organized under the laws of the State of Iowa (herein collectively called the "Companies"),
and that the Companies do hereby make, constitute and appoint, individually,
John A Miller; John R Stockton; K R Harvey; Sheryl A Klutts
of Fort Worth and State of TX their true and lawful Attorney -in -Fact, with full power
and authority hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surety
any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any
such instrument shall not exceed the amount of:
TEN MILLION ($10,000,000.00) DOLLARS
and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly
authorized officers of the Companies, and all the acts of said Attorney -in -Fact, pursuant to the authority herein given, are
hereby ratified and confirmed.
This Power -of -Attorney is made and executed pursuant to and by authority of the following By -Laws adopted by the Board of
Directors of the Merchants Bonding Company (Mutual) on April 23, 2011 and adopted by the Board of Directors of Merchants National
Bonding, Inc., on October 24, 2011.
"The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have
power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the
seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in
the nature thereof.
The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to
any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance,
or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and
effect as though manually fixed"
In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 1st day of January , 2012 .
a0\\1G CQ we. • MERCHANTS BONDING COMPANY (MUTUAL)
MERCHANTS NATIONAL BONDING, INC.
STATE OF IOWA
COUNTY OF POLK ss.
On this 1st day of January 2012, before me appeared Larry Taylor, to me personally known, who being by me duly sworn did
say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and
that the seals affixed to the foregoing instrument is the Corporate Seals of the Companies; and that the said instrument was signed and
sealed in behalf of the Companies by authority of their respective Boards of Directors.
In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year
first above written.
MARANDA GREENWALT
Commission Number 770312
• My Commission Expires
ow October 28, 2014
President
44.1-c°
Notary Public, Polk County, Iowa
STATE OF IOWA
COUNTY OF POLK ss.
I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.,
do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies,
which is still in full force and effect and has not been amended or revoked.
In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on
this 23rddayor July 2013 •••,,,,••
• Pt 0R4j .0? Q1:v0 B�•y11
i �7' `y'•C•: -o- 0: 3
2003 • _ • a' 1933 t C,
POA 0014 (11/11) Si ..........rjeSc' • ;W 0�:'
•..*
.••
Secretary
006119-1
MAINTENANCE BOND
Page 1 of 3
1 BOND NO. TXC107220
2
3
4
5 THE STATE OF TEXAS §
6 § KNOW ALL BY THESE PRESENTS:
7 COUNTY OF TARRANT §
8
9 That we William J. Schultz, Inc. dba Circle C Construction Company, known as
10 "Principal" herein and Merchants Bonding Company (Mutual), a corporate surety (sureties, if
11 more than one) duly authorized to do business in the State of Texas, known as "Surety" herein
12 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal
13 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the sum
14 of One Million, Nine Hundred Fifty -One Thousand, Two Hundred One and 95/100
15 DOLLARS ($1,951,201.95), lawful money of the United States, to be paid in Fort Worth, Tarrant
16 County, Texas, for payment of which sum well and truly be made unto the City and its
17 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly
18 and severally, firmly by these presents.
19
20 WHEREAS, the Principal has entered into a certain written contract with the City awarded the
21 23rd day of July, 2013, which Contract is hereby referred to and a made part hereof for all
22 purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories
23 as defined by law, in the prosecution of the Work, including any Work resulting from a duly
24 authorized Change Order (collectively herein, the "Work") as provided for in said contract and
25 designated as Clear Fork Drainage Basin M-210 Sewer Improvements, Part 3, Sewer No.
26 P275-703170102288, Water No. P265-603170102288, DOE #6808, City Proiect 01022; and
SECTION 00 61 19
MAINTENANCE BOND
27
28 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
29 accordance with the plans, specifications and Contract Documents that the Work is and will
30 remain free from defects in materials or workmanship for and during the period of two (2) years
31 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
32
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT
Conformed Document 7-19-13
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project No. 01022
April 15, 2013
006119-2
MAINTENANCE BOND
Page 2 of 3
1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
2 upon receiving notice from the City of the need therefore at any time within the Maintenance
3 Period.
4
5 NOW THEREFORE, the condition of this obligation is such that if Principal shall
6 remedy any defective Work, for which timely notice was provided by City, to a completion
7 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in
8 full force and effect.
9
10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
11 noticed defective Work, it is agreed that the City may cause any and all such defective Work to
12 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and
13 the Surety under this Maintenance bond; and
14
15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
17 Worth Division; and
18
19 PROVIDED FURTHER, that this obligation shall be continuous in nature and
20 successive recoveries may be had hereon for successive breaches.
21
22
CITY OF FORT WORTH Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 01022
Conformed Document 7-19-13 April 15, 2013
006119-3
MAINTENANCE BOND
Page 3 of 3
1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
2 instrument by duly authorized agents and officers on this 23'd day of July, 2013.
3
4
5
6
7
8
9
10 ATTEST:
11
12 M - --
13 (Principal) Secretary, Michele S. Lkford Name and Title
14
15
16
17
18
19 Witness as to Principal
20 SURETY:
21
22 Merchant .` ding Company (Mu/ttuall))
23
24 BY: ��� _1A C e
25 Signature
26
27
28 ATTEST:
29
30
31
32
33
34
35
36 *Note:
37
38
39
PRINCIPAL:
William J Schultz Inc dba
Circle C Construction Company
BY: Jc_f4r,
Signature
40
Su -ty) Secretary
Witness as to Surety, Jo
1
Miller
Teresa S. Skelly — Vice President
Address: P. O. Box 40328
Fort Worth, TX 76140
Sheryl A. Klutts, Attorney -in -Fact
Name and Title
Address: 2100 Fleur Drive
Des Moines, IA 50321
Telephone Number:1-800-678-8171
If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 01022
Conformed Document 7-19-13 April 15, 2013
MERCHAPSi
BONDING COMPANY.
POWER OF ATTORNEY
Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING,
INC., both being corporations duly organized under the laws of the State of Iowa (herein collectively called the "Companies"),
and that the Companies do hereby make, constitute and appoint, individually,
John A Miller; John R Stockton; K R Harvey; Sheryl A Klutts
of Fort Worth and State of TX their true and lawful Attorney -in -Fact, with full power
and authority hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surety
any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any
such instrument shall not exceed the amount of:
TEN MILLION ($10,000,000.00) DOLLARS
and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly
authorized officers of the Companies, and all the acts of said Attorney -in -Fact, pursuant to the authority herein given, are
hereby ratified and confirmed.
This Power -of -Attorney is made and executed pursuant to and by authority of the following By -Laws adopted by the Board of
Directors of the Merchants Bonding Company (Mutual) on April 23, 2011 and adopted by the Board of Directors of Merchants National
Bonding, Inc., on October 24, 2011.
"The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have
power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the
seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in
the nature thereof.
The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to
any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance,
or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and
effect as though manually fixed"
In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 1st day of January , 2012 .
o,nu.n.ye, ••...••
`,,,o 0144� : �1��NG'���A • MERCHANTS BONDING COMPANY (MUTUAL)
�� %,$$Ok4 ':� �•m0: pCIP09,�•: Py. MERCHANTS NATIONAL BONDING, INC.
-tee ' -0- •�:G p.ist �F :— o 0•In'—e•
j 2003 ?,� I..• 1933 ,i e:
:, d:'•• H
STATE OF IOWA lyries.,' , o••q•p'"„ • • • • • N •
COUNTY OF POLK ss.
On this 1st day of January 2012, before me appeared Larry Taylor, to me personally known, who being by me duly sworn did
say that he Is President of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and
that the seals affixed to the foregoing instrument is the Corporate Seals of the Companies; and that the said instrument was signed and
sealed in behalf of the Companies by authority of their respective Boards of Directors.
In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year
first above written.
t. MARANDA GREENWALT
Commission Number 770312
My Commission Expires
° October 28, 2014
7,74_
President
f/ f.41LL6
Notary Public, Polk County, Iowa
STATE OF IOWA
COUNTY OF POLK ss.
I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.,
do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies,
which is still in full force and effect and has not been amended or revoked.
In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on
this 23rd day of July . 2013
n- t074.�'n,,, p\N� OOij
a 4 0t.•�pp'''•'9• y�•//
cy 0.0OR4>, o; • <0:4" A9J.Z�; 24 tom/ t-04��
1 ,•: '0' `� : �' z:— :; 3• Secretary
•t�' 2003 :'•n 3 ;y 1933 :•v:
-- • �4 ' •. 9W.. ..k1 .•
".4Blq p,p,l•..."
006125-I
CERTIFICATE OF INSURANCE
Page 1 of 1
2
3
4
5
6 [Assembler: For Contract Document execution, remove this page and replace with standard
7 ACORD Certificate ofInsurance form]
8
9
10
11
12
13
14
15
16
17
18
19
20
21
SECTION 00 61 25
CERTIFICATE OF INSURANCE
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1,2011
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number01022
April 15,2013
IMPORTANT NOTICE
To obtain information or make a complaint:
You may contact your insurance agent at the telephone number provided by your insurance agent.
You may call Merchants Bonding Company's toll -free telephone number for information or to make a
complaint at:
1-800-678-8171
You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or
complaints at:
1-800-252-3439
You may write the Texas Department of Insurance at:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection@tdi.state.tx.us
PREMIUM AND CLAIM DISPUTES: Should you have a dispute conceming your premium or about a claim
you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of
Insurance.
ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part
or condition of the attached document.
SUP 0032 TX (7/07)
-----, ®
A�
TeXaSMutuar
)nsuranceC;ompany
WORKERS' COMPENSATION AND EMPLOYERS
LIABILITY INSURANCE POLICY
WC420304A
TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT
This endorsement applies only to the insurance provided by the policy because Texas is shown In item 3.A. of the
Information Page.
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our
right against the person or organization named In the Schedule, but this waiver applies only with respect to bodily injury
arising out of the operations described In the Schedule where you are required by a written contract to obtain this waiver
from us.
This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule.
The premium for this endorsement is shown In the Schedule.
Schedule
1. ( ) Specific Waiver
Name of person or organization
( X ) Blanket Waiver
Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver.
2. Operations: ALL TEXAS OPERATIONS
3, Premium
The premium charge for this endorsement shall he 2.00 percent of the premium developed on payroll In
connection with work performed for the above person(s) or organization(s) arising out of the operations described.
4.Advance Premium INOLUDED, SEE INFORMATION PAGE,
Thla endorsement changoo the policy to which II Is attached effective on the inception dale of the pokey unless a different date is indicated below.
(The following "attaching clause" need be completed only when this endorsement Is Issued subsequent to preparation of tho policy.)
This endorsement, effective on et 1201 A.M. standard lime, forms a pad of
Polley No. TSF-0001193670 20120012 of theTexas Mutual Insurance Company
Issued to WILL IAM J SCHULT2 INC
DBA: CIRCLE C CONSTRUCTION COMPANY
Premium $
WC420304A (ED. 1.01.2000)
AGENT'S COPY
Endorsement No.
7'L-
Authorized Representative
GUSER 8-10-2012
CG 71 52 06 11
TEXAS - ULTRA LIABILITY PLUS ENDORSEMENT
COMMERCIAL GENERAL LIABILITY EXTENSION ENDORSEMENT SUMMARY OF COVERAGES
This is a summary of the various additional coverages and coverage modifications provided by this
endorsement. No coverage is provided by this summary.
* Coverage for non -owned watercraft Is extended to 51 feet In length
* Voluntary Property Damage Coverage
$5,000 Occurrence with a $10,000 Aggregate
* Care, Custody and Control Property Damage Coverage
$25,000 Occurrence with a $100,000 Aggregate - $500 Deductible
" Product Recall Expenses
$25,000 Each Recall Limit with a $50,000 Aggregate - $1,000 Deductible
* Water Damage Legal Liability - $25,000
* Increase in Supplementary Payments: Ball Bonds to $1,000 and Loss of Earnings to $500
* For newly formed or acquired organizations - extend the reporting requirement to 180 days
* Automatic Additional Insured - Owners, Lessees or Contractors - Automatic Status When Required in Construction
Agreement With You
* Automatic Additional Insured - Vendors
* Automatic Additional insured - Lessor of Leased Equipment Automatic Status When Required in Lease Agreement
With You
* Automatic Additional Insured - Managers or Lessor of Premises
* Additional Insured - Engineers, Architects or Surveyors Not Engaged by the Named Insured
* Additional insured - Employee Injury to Another Employee
" Primary Additional Insured
* Expanded Fire Legal Liability to include Explosion, Lightning and Sprinkler Leakage
* Automatically included - Aggregate Limits of Insurance (per location)
* Automatically included - Aggregate Limits of Insurance (per protect)
* Knowledge of occurrence - Knowledge of an 'occurrence", "claim" or sult" by your agent, servant or employee shall
not in Itself constitute knowledge of the named Insured unless an officer of the named insured has received such
notice from the agent, servant or employee
* Unintentional failure to disclose all hazards. If you unintentionally fail to disclose any hazards existing at the inception
date of your policy, we will not deny coverage under this Coverage Form because of such failure. However, this
provision does not affect our right to collect additional premium or exercise our right of cancelation or non -renewal.
* Liberalization Condition
* Mobile equipment to include snow removal, road maintenance and street cleaning equipment less than 1,000 Ibs
GVW
* Blanket Waiver of Subrogation
" Property Damage - Borrowed Equipment
" Properly Damage Liability - Elevators
* Bodily Injury Redefined
* Extended Property Damage
* Damage to Media Legal Liability - $50,000
REFER TO THE ACTUAL ENDORSEMENT FOLLOWING ON PAGES 2 THROUGH 15 FOR CHANGES AFFECTING
YOUR INSURANCE PROTECTION
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THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ULTRA LIABILITY PLUS ENDORSEMENT
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SECTIONI- COVERAGES
COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY
The Following changes are made to 2. Exclusions:
Extended Property Damage
Exclusion 2.a., Expected or Intended Injury is replaced with the following:
a. "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does
not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or
properly.
Extended Watercraft Coverage
Exclusion g.(2) is deleted and replaced by the following:
g.(2) A watercraft you do not own that is:
(a) Less than 51 feet long;
(b) Not being used to carry persons or property for a charge;
Property Damage Liability - Borrowed Equipment
The following Is added to Exclusion j,:
Paragraph (4) of this exclusion does not apply to "property damage" to borrowed equipment while at a Jobsite and
while not being used to perform operations. The most we will pay for "property damage" to any one borrowed
equipment item under this coverage is $25,000 per occurrence. The insurance afforded under this provision is
excess over any valid and collectible property insurance (Including deductible) available to the insured, whether
primary, excess, contingent or on any other basis.
Property Damage Liability - Elevators
The following Is added to Exclusion j,:
Under paragraph 2. Exclusions of Coverage A. "Bodily Injury" and "Property Damage" Liability Paragraphs 3, 4 & 6
of this exclusion do not apply to "property damage" resulting from the use of elevators, However, any Insurance
provided for such "property damage" Is excess over any valid and collectible property Insurance (including
deductible) available to the insured, whether primary, excess, contingent or on any other basis.
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CG 71 62 0611
The last paragraph of Item 2. Exclusions is deleted and replaced by the following:
Exclusions c. through n. do not apply to damage by fire, explosion, Ilghtning, smoke resulting from such tire,
explosion, or lightning or sprinkler leakage to premises while rented to you or temporarily occupied by you with
permission of this owner. A separate limit of insurance applies to this coverage as described in Section III - Limits of
Insurance.
THE FOLLOWING COVERAGES ARE ADDED:
Voluntary Property Damage Coverage
The Insurance provided under Coverage A (Section I) is amended to include "property damage" to property of others
caused by the Insured:
a. While in your possession; or
b. Arising out of "your work".
Coverage applies at the request of the insured, whether or not the insured Is legally obligated to pay.
For the purposes of this Voluntary Property Damage Coverage only:
1. Exclusion j. Damage to Properly under Coverage A (Section I) is deleted and replaced by the following;
Damage to Property
"Properly damage" to:
(1) Property held by the insured for servicing, repair, storage or sale at premises you own, rent, lease, operate or
use;
(2) Property transported by or damage caused by any "automobile", "watercraft" or "aircraft" you own, hire or
lease;
(3) Property you own, rent, lease, borrow or use.
Care, Custody and Control Property Damage Coverage
For the purpose of this Care, Custody and Control Property Damage Coverage only:
1. Item (4) of Exclusion j. of Coverage A (Section 1) does not apply.
COVERAGE M. DAMAGE TO MEDIA LEGAL LIABILITY
1. Insuring Agreement
a. We will pay those sums that the insured becomes legally obligated to pay as damages because of damage to
"electronic data" to which this Insurance applies. We will have the right and duty to defend the insured against
any "suit" seeking those damages. However, we will have no duty to defend the Insured against any "stilt"
seeking damages for "electronic data" to which thls insurance does not apply. We may, at our discretion,
investigate any "occurrence" and settle any claim or "suit" that may result. But:
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(1) The amount we will pay for damages is limited to $50,000,
(2) Our right and duty to defend ends when we have used up the applicable limit of insurance in the payment of
Judgments or settlements under this coverage or any other applicable coverage or medical expenses under
Coverage C.
No other obligation or liability to pay sums or perform acts or services is covered unless explicitly provided for
under Supplementary Payments.
b. This insurance applies to damages to "electronic data" only if:
(1) The damage to "electronic data" is caused by an "occurrence" that takes place In the "coverage territory";
(2) The damage to "electronic data" occurs during the policy period; and
(3) Prior to the policy period, no insured listed under Paragraph 1. of Section II - Who Is An Insured and no
"employee" authorized by you to give or receive notice of an "occurrence" or claim, knew that the damage to
"electronic data" had occurred, In whole or In part. If such a listed insured or authorized "employee" knew,
prior to the policy period, that the damage to "electronic data" occurred, then any continuation, change or
resumption of such damage to "electronic data' during or after the policy period will deemed to have been
known prior to the policy period.
c. Damage to "electronic data" which occurs during the policy period and was not, prior to the policy period, known
to have occurred by any insured listed under Paragraph 1. of Section II - Who Is An Insured or any "employee"
authorized by you to give or receive notice of an "occurrence" or claim, includes any continuation, change or
resumption of that damage to "electronic data" after the end of the policy period.
•
d. Damage to "electronic data" will be deemed to have been known to have occurred at the earliest time when any
Insured listed under Paragraph 1 of Section II - Who Is An Insured or any "employee" authorized by you to give
or receive notice of an "occurrence" or claim:
(1) Reports all, or any pan, of the damage to "electronic data" to us or any other insurer;
(2) Receives a written or verbal demand or claim for damages because of the damage to "electronic data'; or
(3) Becomes aware by any other means that damage to "electronic data" has occurred or has begun to occur.
2. Exclusions
This insurance does not apply to:
a. Expected Or Intended Injury
Damage to "electronic data" expected or intended from the standpoint of the insured.
b. Contractual Liability
Damage to "electronic data" for which the insured Is obligated to pay damages by reason of the assumption of
liability in a contract or agreement. This exclusion does not apply to liability for damages that the insured would
have in the absence of the contract or agreement.
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CG 71 52 06 11
c. Pollution
Damage to "electronic data" arising out of the actual, alleged or threatened discharge, dispersal, seepage,
migration, release or escape of "pollutants".
d. Aircraft, Auto, Watercraft or Mobile Equipment
Damage to "electronic data" arising out of;
(1) The transportation of "mobile equipment" by an "auto" owned or operated by or rented or loaned to any
Insured; or
(2) The use of "mobile equipment" In, or while in practice for, or while being prepared for, any prearranged
racing, speed, demolition or stunting activity.
e. War
Damage to "electronic data" however caused, arising directly or indirectly, out of:
(1) War, including undeclared or civil war;
(2) Warlike action by a military force, including action in hindering or defending against an actual or expected
attack, by any government, sovereign or other authority using military personnel or other agents; or
(3) Insurrection, rebellion, revolution, usurped power or action taken by governmental authority in hindering or
defending against any of these.
f. Damage To Property
Damage to "electronic data" that is:
(1) Property you own, rent or occupy, including any costs or expenses incurred by you, or any other person,
organization or entity, for repair, replacement, enhancement, restoration or maintenance of such property for
any reason, including prevention of injury to a person or damage to another's property;
(2) Property loaned to you;
(3) Personal property in the care, custody or control of the Insured;
ractors workidirectly or
(4) That ndirectlyloniyour ar abehalf arrt of reale performing operations, If the "property damage" arisroerly on which you or any contractors or tes out of those operations;
or
(5) That particular part of any property that must be restored, repaired or replaced because "your work" was
Incorrectly performed on it,
g. Damage To Your Product
Damage to "electronic data" in "your product" or arising out of it or any part of It.
h. Damage To Your Work
Damage to "electronic data" In "your work" arising out of it or any part of it and Included in the "products -
completed operations hazard".
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i. Damage To Impaired Property Or Property Not Physically injured
Damage to "electronic data" In "impaired property" or property that has not been physically injured, arising out of:
(1) A defect, deficiency, inadequacy or dangerous condition in "your product" or "your work"; or
(2) A delay or failure by you or anyone acting on your behalf to perform a contract or agreement in accordance
with its terms,
j. Recall OF Products, Work Or Impaired Property
Damages claimed for any loss, cost or expense incurred by you or others for the loss of use, withdrawal, recall,
Inspection, repair, replacement, adjustment, removal or disposal of:
(1) "Your product';
(2) "Your work'; or
(3) "Impaired property";
if such product, work or property is withdrawn or recalled from the market or from use by any person or
organization because of a known or suspected defect, deficiency, inadequacy or dangerous condition in it.
k. Personal And Advertising Injury
Damage to "electronic data" arising out of "personal and advertising Injury".
COVERAGE R. PRODUCT RECALL EXPENSE
1. Insuring Agreement
a. We will pay 9O% of "product recall expense" you incur as a result of a "product recall" you Initiate during the
coverage period.
b. We will only pay for "product recall expense" arising out of "your products" which have been physically
relinquished to others.
The amount we will pay Is limited as described below In SECTION III - LIMITS OF INSURANCE.
2. Exclusions
This insurance does not apply to "product recall expense" arising out of:
a. Any fact, circumstance or situation which existed at the inception date of the policy and which you were aware of,
or could reasonably have foreseen that would have resulted in a "product recall",
b. Deterioration, decomposition or transformation of a chemical nature, except if caused by an error in the
manufacture, design, processing, storage, or transportation of "your product".
c. The withdrawal of similar products or batches that are not defective, when a defect In another product or batch
has been found.
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d. Acts, errors or omissions of any of your employees, done with prior knowledge of any of your officers or directors.
e. Inherent vice. meaning a natural condition of property that causes It to deteriorate or become damaged.
f. "Bodily Injury" or "property damage".
g. Failure of "your product" to accomplish Its intended purpose, including any breach of warranty of fitness, quality,
efficacy or efficiency, whether written or implied.
h. Loss of reputation, customer faith or approval, or any costs Incurred to regain customer market, or any other
consequential damages.
I, Legal fees or expenses.
j, Damages claimed for any loss, cost or expense incurred by you or others for the loss of use of "your product".
k. "Product recall expense" arising from the "product recall" of any of "your products" for which coverage Is
excluded by endorsement.
COVERAGE W - WATER DAMAGE LEGAL LIABILITY
The Insurance provided under Coverage W (Section I) applies to "property damage" arising out of water damage to
premises that are both rented to and occupied by you.
The Limit under this coverage shall not be in addition to the Damage To Premises Rented To You Limit.
SECTION t - SUPPLEMENTARY PAYMENTS - COVERAGES A AND B Is amended to read SUPPLEMENTARY
PAYMENTS; and
Items 1.b. and 1.d are amended as follows:
b. Up to $1,000 for cost of ball bonds required because of accidents or traffic law violations arising out of the use of
any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds.
d. All reasonable expenses incurred by the Insured at our request to assist us in the Investigation or defense of the
claim or "suit", including actual loss of earnings up to $500 a day because of time off from work.
SECTION 11- BROAD FORM NAMED INSURED
1. Section 11— Who Is An Insured Is amended to Include as an Insured any legally Incorporated entity of which you own
more than 50 percent of the voting stock during the policy period.
2. For the purpose of the coverage provided by this provision only, the following is added to Condition 4.b. Excess
Insurance, under Section IV - Commercial General Liability Conditions: This insurance is excess over any of the
other Insurance, whether primary, excess, contingent or on any other basis, that Is available to an insured solely by
reason of ownership by you of more than 50 percent of the voting stock.
3. This provision does not apply to a policy written to apply specifically in excess of this policy.
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Item 4.a. is deleted and replaced by the following:
a. Coverage under this provision is afforded only until the 180th day after you acquire or form the organization or
the end of the policy period, whichever is earlier.
The following are added:
5. Additional Insured - Owners, Lessees or Contractors - Automatic Status When Required in Construction or
Service Agreement With You
a. Any person or organization for whom you are performing operations when you have agreed in writing in a
contract or agreement that such person or organization be added as an additional Insured on your policy. Such
person or organization is an additional insured only with respect to your liability which may be imputed to that
person or organization directly arising out of your ongoing operations performed for that person or organization. A
person's or organization's status as an Insured under this endorsement ends when your operations for that
insured are completed.
b. With respect to the insurance afforded these additional Insureds, the following additional exclusion applies:
This Insurance does not apply to:
"Bodily Injury", "property damage", or "personal and advertising Injury" arising out of the rendering of, or the
failure to render, any professional architectural, engineering or surveying services, including:
(1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys,
field orders, change orders or drawings and specifications; and
(2) Supervisory, inspection, architectural or engineering activities.
6. Additional Insured - Vendors
Any person or organization (referred to below as vendor), but only with respect to "bodily injury" or "property
damage" arising out of "your products", which are distributed or sold In the regular course of the vendor's
business, subject to the following additional exclusions:
a. The insurance afforded the vendor does not apply to:
(1) "Bodily Injury" or "property damage" for which the vendor is obligated to pay damages by reason of the
assumption of liability In contract or agreement. Thls exclusion does not apply to liability for damages that
the vendor would have In the absence of the contract or agreement;
(2) Any express warranty unauthorized by you;
(3) Any physical or chemical change In the product made intentionally by the vendor;
(4) Repackaging, unless unpacked solely for the purpose of inspection, demonstration, testing, or the
substitution of parts under Instructions from the manufacturer, and then repackaged in the original container;
(6) Any failure to make such Inspections, adjustments, tests or servicing as the vendor has agreed to make or
normally undertakes to make in the usual course of business, in connection with the distribution or sale of the
products;
(6) Demonstration, Installation, servicing or repair operations, except such operations performed at the vendor's
premises in connection with the sale of the product;
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(7) Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part
or ingredient of any other thing or substance by or for the vendor.
b. This insurance does not apply to any insured person or organization, from whom you have acquired such
products, or any ingredient, part of container, entering into, accompanying or containing such products.
7. Additional Insured - Lessor of Leased Equipment - Automatic Status When Required in Lease Agreement
With You
a. Any person or organization from whom you lease equipment when you and such person or organization have
agreed In writing in a contract or agreement that such person or organization be added as an additional Insured
on your policy. Such person or organization is an insured, but only with respect to your liability arising out of the
maintenance, operation or use of such leased equtprnent, which may be Imputed to that person or organization
as the lessor of equipment. A person's or organization's status as an insured under this endorsement ends when
their contract or agreement with you for such leased equipment ends.
b. With respect to the insurance afforded these additional insureds, the following additional exclusion apply:
(1) To any "occurrence" which takes place;
(2) To "bodily injury" or "property damage" arising out of the sole negligence of such.person or organization.
8. Additional Insured - Managers or Lessors of Premises
Any person or organization, but only with respect to the liability arising out of the ownership, maintenance or use of
that part of the premises leased to you and subject to the following additional exclusions:
This Insurance does not apply to any:
a. Any "occurrence" which takes place after you cease to be a tenant in that premises.
b. Structural alterations, new construction or demolition operations performed by or on behalf of any person or
organization.
9. Additional Insured - Engineers, Architects or Surveyors Not Engaged by the Named Insured
Coverage is provided only when the insured Is contractually required to add the engineer, architect or surveyor.
Coverage is provided with respect to your liability for "bodily injury" or "property damage" or "personal and advertising
injury" directly arising out of:
a. Your acts or omissions; or
b. Your acts or omissions of those acting on your behalf;
In the performance of your ongoing operations for that additional Insured(s).
10. Additional Insured - Employee Injury to Another Employee
With respect to your "employees" who occupy positions which are supervisory in nature:
Paragraph 2.a.(1) of this section Is amended to read:
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(1) "Bodily injury" or "personal and advertising Injury°
a. To you, to your partners or members (if you are a partnership or joint venture), or to your members (if
you are a limited liability company);
b. For which there is any obligation to share damages with or repay someone else who must pay damages
because of the injury described in paragraph (1)(a) above; or
c. Arising out of his or her providing or failing to provide professional health care services. Paragraph 3.a.
Is deleted.
For the purpose of this Item 10 only, a position is deemed to be supervisory in nature if that person performs
principal work which Is substantially different from that of his or her subordinates and has authority to hire, direct,
discipline or discharge.
11. Primary Additional Insured
A. Commercial General Liability Conditions (Section IV), paragraph 4. (Other Insurance) is deleted and replaced by
the following:
4. Other Insurance
If valid and collectible "other Insurance" is available to the Insured for a loss we cover under Coverages A or
B of this Coverage Part, our obligations are limited as follows:
a. Primary Insurance
This Insurance is primary except when b. below applies. If this insurance Is primary, our obligations are
not affected unless any of the "other insurance" is also primary. Then, we will share with all that "other
insurance" by the method described in c. below.
b. Excess Insurance
This insurance Is excess over any of the "other insurance", whether primary, excess, contingent or on any
other basis:
(1) That is Fire, Extended Coverage, Builder's Risk, Installation Risk, or similar coverage for "your work";
(2) That is Fire insurance for premises rented to you or temporarily occupied by you with permission of
the owner;
(3 That is insurance purchased by you 10 cover your (lability as a tenant for "property damage" to
premises rented to you or temporarily occupied by you with permission of the owner; or
(4) If the loss arises out of the maintenance or use of aircraft, "autos", or watercraft to the extent not
subject to Exclusion g. of Section I - Coverage A - Bodily Injury and Properly Damage Liability; or
(5) That is available to the insured when the insured Is an additional Insured under any other policy,
Including any umbrella or excess policy.
(6) That Is provided to any person or organization who qualifies as an additional insured herein, except
when you and that person or organization have agreed In writing that this insurance shall be primary.
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When this Insurance is excess, we will have no duty under Coverages A or B to defend the insured
against any "suit" if any provider of "other insurance° has a duty to defend the Insured against that "suit".
If no provider of "other insurance" defends, we will undertake to do so, but we will be entitled to the
insured's rights against all those providers of "other Insurance".
When this insurance is excess over "other Insurance", we will pay only our share of the amount of the
loss, if any. that exceeds the sum of:
(1) The total amount that all such "other insurance" would pay for the loss in the absence of thls
insurance; and
(2) The total of all deductible and self -Insured amounts under that "other insurance".
We will share the remaining loss, if any, with any "other insurance" that is not described in this Excess
Insurance provision.
c. Method of Sharing
If all of the "other insurance" permits contribution by equal shares, we will follow this method also. Under this
approach each provider of insurance contributes equal amounts until it has paid its applicable limit of
insurance or none of the loss remains, whichever comes first.
If any of the "other insurance" does not permit contribution by equal shares, we will contribute by limits.
Under this method, the share of each provider of insurance is based on the ratio of its applicable Itmit of
insurance to the total applicable limits of insurance of all providers of Insurance.
B. For the purposes of this insurance coverage provided by this Item 11 only, the following definition is added to
DEFINITIONS (Section V):
"Other Insurance":
a. Means Insurance, or the funding of losses, that Is provided by, through or on behalf of:
(1) Another Insurance company;
(2) Us or any of our affiliated Insurance companies, except when the Non -cumulation of Each Occurrence
Limit section of Paragraph 5 LIMITS OF INSURANCE (Section III) or the Non -cumulation of Personal
and Advertising Injury limits sections of Paragraph 4 of LIMITS OF INSURANCE (Section III) applies;
(3) Any risk retention group;
(4) Any self-insurance method or program, other than any funded by you and over which the Coverage Part
applies; or
(5) Any similar risk transfer or risk management method.
b. Does not include umbrella insurance, or excess insurance, that you bought specifically to apply in excess of
the Limits of Insurance shown on the Declarations of this Coverage Part.
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SECTION III - LIMITS OE INSURANCE
Items 2, 3, and 6 are deleted and replaced by the following:
2. The General Aggregate Limit is the most we will pay for the sum of:
a. Medical expenses under Coverage C;
b. Damages under Coverage A, except damages because of "bodily Injury" or "property damage" Included In the
"products -completed operations hazard";
c. Damages under Coverage B; and
d. Damages under Coverage W.
3. The Products -Completed Operations Aggregate Limit is the most we will pay under Coverage A for damages
because of "bodily injury" and "property damage" Included In the "products -completed operations hazard" and
Coverage R.
6. Subject to 5. above, the Damage to Premises Rented to You Limit is the most we will pay under Coverage A for
damages because of "property damage" to any one premises, while rented to you, or In the case of damage by fire,
explosion, lightning, smoke resulting from such fire, explosion, or lightning or sprinkler leakage while rented to you or
temporarily occupied by you with permission of the owner.
The following are added:
8. Subject to 5. above, $25,000 is the most we will pay for Under Coverage W for Water Damage Legal Liability.
9. Coverage R - Product Recall Expense
Aggregate Limit $50,000
Each Product Recall Limit $25,000
a. The Aggregate Limit shown above is the most we will pay for the sum of all "product recall expense" you incur as
a result of all "product recalls" you initiate during the endorsement period.
b. The Each Product Recall Limit shown above Is the most we will pay, subject to the Aggregate and $1,000
deductible, for "product recall expense" you incur for any one "product recall" you initiate during the endorsement
period.
10. Aggregate Limits of Insurance (Per Location)
The General Aggregate Limit applies separately to each of your "locations" owned by or rented to you or temporarily
occupied by you with the permission of the owner,
"Location" means premises involving the same or connecting lots, or premises whose connection Is interrupted only
by a street, roadway, waterway or right-of-way of a railroad.
11, Aggregate Limits of Insurance (Per Project)
The General Aggregate Limit applies separately to each of your projects away from premises owned by or rented to
you.
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12, Subject to 6. above, a $5,000 "occurrence" limit and a $10,000 "aggregate" limit is the most we will pay under
Coverage A for damages because of "property damage" covered under Voluntary Property Damage Coverage.
13. Subject to 5. above, a $25,000 "occurrence" limit and a $100,000 "aggregate" limit Is the most we will pay under
Care, Custody and Control Coverage regardless of the number of:
a. Insureds;
b. Claims made or "sults" brought; or
c. Persons or organizations making claims or bringing "suits".
Deductible - Our obligation to pay damages on your behalf applies only to the amount of damages in excess of
$500.
This deductible applies to all damages because of "property damage" as the result of any one "occurrence"
regardless of the number of persons or organizations who sustain damages because of that "occurrence".
We may pay any part or all of the deductible amount to effect settlement of any claim or "suit" and upon
notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has
been paid by us.
As respects this coverage "Aggregate" is the maximum amount we will pay for all covered "occurrences" during
one policy period.
SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS
Condition 2., Items a. and b. are deleted and replaced by the following:
2. Duties In The Event Of Occurrence, Offense, Claim Or Suit
a. You must see to It that we are notified as soon as practicable of an "occurrence" or an offense which may result
In a claim. Knowledge of an "occurrence" by your agent, servant or employee shall not in itself constitute
knowledge of the named Insured unless an officer of the named insured has received such notice from the agent,
servant or employee. To the extent possible, notice should Include:
(1) How, when and where the "occurrence" took place;
(2) The names and addresses of any injured persons and witnesses, and
(3) The nature and location of any injury or damage arising out of the "occurrence" or offense.
b. If a claim Is made or "suit" Is brought against any insured, you must:
(1) Immediately record the specifics of the claim or "suit" and the date received; and
(2) Notify us as soon as practicable.
You must see to It that we receive written notice of the claim or "suit" as soon as practicable. Knowledge of a
claim or "suit" by your agent, servant or employee shall not in itself constitute knowledge of the named insured
unless an officer of the named Insured has received such notice from the agent, servant or employee.
Condition 2.c.(6) is added:
(5) Upon our request, replace or repair the property covered under Voluntary Property Damage Coverage at your actual
cost, excluding profit or overhead.
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Conditions 10., 11. and 12. are added:
10. Blanket Waiver Of Subrogation
We waive any right of recovery we may have against any person or organization because of payments we make for
injury or damage arising out of: premises owned or occupied by or rented or loaned to you, ongoing operations
performed by you or on your behalf, done under a contract with that person or organization, "your work", or "your
products". We waive this right where you have agreed to do so as part of a written contract, executed by you before
the "bodily injury" or "property damage" occurs or the "personal injury" or "advertising injury" offense is committed.
11. If a revision to this Coverage Part, which would provide more coverage with no additional premium becomes
effective during the policy period in the state designated for the first Named Insured shown in the Declarations, your
policy will automatically provide this additional coverage on the effective date of the revision.
12. Based on our reliance on your representations as to existing hazards, if you unintentionally should fall to disclose all
such hazards at the Inception date of your policy, we will not deny coverage under this Coverage Part because of
such failure. However, this provision does not affect our right to collect additional premium or exercise our right of
cancellation or non -renewal.
The following conditions are added in regard to Coverage R - Product Recall Expense
In event of a "product recall", you must
1. See to it that we are notified as soon as practicable of a "product recall". To the extent possible, notice should include
how, when and where the "product recall" look place and estimated "product recall expense".
2. Take all reasonable steps to minimize "product recall expense". This will not increase the limits of insurance.
3. If requested, permit us to question you under oath at such times as may be reasonably required about any matter
relating to this insurance or your claim, Including your books and records. Your answers must be signed.
4. Permit us to inspect and obtain other information proving the loss. You must send us a signed, sworn statement of
loss containing the Information we request to investigate the claim. You must do this within 60 days after our request.
6. Cooperate with us In the Investigation or settlement of any claim.
6. Assist us upon our request, in the enforcement of any rights against any person or organization which may be liable
to you because of loss to which this insurance applies.
SECTION V - DEFINITIONS
At Item 12. Mobile Equipment the wording at f.(1) is deleted and replaced by the following:
f.(1) Equipment designed primarily for:
(a) Snow removal;
(b) Road maintenance, but not construction or resurfacing; or
(c) Street cleaning;
except for such vehicles that have a gross vehicle weight less than 1000 lbs which are not designed for highway
use.
CG 71 52 0611 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 14 of 16
CG 71 62 06 11
The following definitions are added for this endorsement only:
3. Bodily Injury Redefined,
Under V - Definitions, definition 3. Is deleted and replaced with the following:
3. "bodily injury" means physical injury, sickness or disease sustained by a person. This includes mental anguish,
mental Injury, shock, fright or death that results from such physical injury, sickness or disease.
23. "Electronic data" means information, facts or programs stored as or on, created or used on, or transmitted to or
from computer software, Including systems and applications software, hard or floppy disks, CD-ROMS, tape drives,
cells, data processing devices or any other media which are used with electronically controlled equipment.
24. "Product recall" means a withdrawal or removal from the market of "your product" based on the determination by
you or any regulatory or governmental agency that:
(1) The use or consumption of "your product" has caused or will cause actual or alleged "bodily injury" or "property
damage"; and
(2) Such determination requires you to recover possession or control of "your product" from any distributor,
purchaser or user, to repair or replace "your product", but only if "your product" is unfit for use or consumption, or
Is hazardous as a result of:
(a) An error or omission by an insured in the design, manufacturing, processing, labeling, storage, or
transportation of "your product"; or
(b) Actual or alleged intentional, malicious or wrongful alteration or contamination of "your product" by someone
other than you.
25. "Product recall expense" means reasonable and necessary expenses for:
(1) Telephone, radio and television communication and printed advertisements, including stationery, envelopes and
postage.
(2) Transporting recalled products from any purchaser, distributor or user, to locations designated by you.
(3) Remuneration paid to your employees for overtime, as well as remuneration paid to additional employees or
Independent contractors you hire.
(4) Transportation and accommodation expense Incurred by your employees.
(6) Rental expense incurred for temporary locations used to store recalled products.
(6) Expense Incurred to properly dispose of recalled products, including packaging that cannot be reused,
(7) Transportation expenses incurred to replace recalled products.
(8) Repairing, redistributing or replacing covered recalled products with like products or substitutes, not to exceed
your original cost of manufacturing, processing, acquisition and/or distribution.
These expenses must be incurred as a result of a "product recall".
CG 71 62 06 11 Includes copyrighted material of Insurance Services Office, Inc., with Its permission. Page 15 of 15
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ENDORSEMENT
85316434
SPEC
END
ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS
CG 71 31 12-04
SCHEDULE IS AMENDED TO READ AS FOLLOWS:
ADDITIONAL INSURED PERSON(S) OR ORGANIZATION(S)
ANY PERSON OR ORGANIZATION TO WHOM YOU HAVE AGREED TO NAME AS ADDITIONAL
INSURED BY WRITTEN CONTRACT OR AGREEMENT IF THE CONTRACT OR AGREEMENT IS
EXECUTED PRIOR TO LOSS.
LOCATION AND DESCRIPTION OF COMPLETED OPERATIONS;
LOCATIONS DESIGNATED AND DESCRIBED IN THE ABOVE MENTIONED WRITTEN
CONTRACT OR AGREEMENT.
All other terms, conditions, limitations and agreements of the policy remain unchanged.
SPEC END
(0000)
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CA 71 09 01 06
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
BUSINESS AUTO ULTRA ENDORSEMENT
This endorsement modifies insurance provided under the following:
BUSINESS AUTO COVERAGE FORM
COVERAGE INDEX
Description
TEMPORARY SUBSTITUTE AUTO PHYSICAL DAMAGE
BROAD FORM INSURED
EMPLOYEES AS INSUREDS
ADDITIONAL INSURED STATUS BY CONTRACT, AGREEMENT OR PERMIT
AMENDED FELLOW EMPLOYEE EXCLUSION
TOWING AND LABOR
PHYSICAL DAMAGE ADDITIONAL TRANSPORTATION EXPENSE COVERAGE
EXTRA EXPENSE - THEFT
RENTAL REIMBURSEMENT AND ADDITIONAL TRANSPORTATION EXPENSE
PERSONAL EFFECTS COVERAGE
AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE
AIRBAG ACCIDENTAL DISCHARGE
AUTO LOAN/LEASE TOTAL LOSS PROTECTION ENDORSEMENT
GLASS REPAIR - DEDUCTIBLE AMENDMENT
AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS
WAIVER OF SUBROGATION REQUIRED BY CONTRACT
UNINTENTIONAL FAILURE TO DISCLOSE •
(HIRED, LEASED, RENTED OR BORROWED AUTO PHYSICAL DAMAGE
EXTENDED CANCELLATION CONDITION
The COVERAGE INDEX set forth above is informational only and grants no coverage.
Terms set forth In (Bold Hallos) are likewise for Information only and by themselves shall be deemed to grant no
coverage.
A. TEMPORARY SUBSTITUTE AUTO PHYSICAL
DAMAGE
SECTION I - COVERED AUTOS, paragraph C. Certain
Trailers, Mobile Equipment and Temporary
Substitute Autos Is amended by adding the following al
the end of the existing language:
If Physical Damage Coverage Is provlded under this
Coverage form for an "auto" you own, the Physical
Damage coverages provided for that owned "auto" ere
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 breakdown, repair, servicing, "loss", or
destruction.
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B. BROADENED LIABILITY COVERAGES
SECTION II - LIABILITY COVERAGE In Paragraph A.
Coverage at 1. Who Is An Insured is amended to
Include the following:
(Broad Form Insured)
d. Any legally Incorporated subsidiary In which you
own more than 50% of the voting stook on the
effective date of the Coverage Form. However, the
Named Insured does not include any subsidiary that
is an Insured" under any other automobile policy or
would be an "Insured" under such a policy but
for Its termination or the exhaustion of Its Limit
of Insurance.
CA 71 09 01 06 includes Copyrighted material of Insurance Services office, Ino., with Its pennlsslon. Page 1 of 6
e. 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 join( venture or padnership,
(2) Thal Is an "Insured" under any other polloy,
(3) That has exhausted its Limit of Insurance under
any other policy, or
sition or
(4) 180 days formation bysyou have ryou, unlesmore ryits euigiven 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.
(Employee as insureds)
f. Any employee of yours while acting In the course of
your business or your personal affairs while using a
covered "auto" you do not own, hire or borrow,
(Additional insured Status by Contract, Agreement
or Permit)
g. Any person or organization whom you are required
to add as an additional insured on this policy under
a written contract or agreement; but the 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".
The additional insured status will apply only with respect
to your liability for "bodily Injury" or "property damage"
which may be imputed to that person(s) or
organizalion(s) directly arising out of the ownership,
maintenance or use of the covered "autos" at the
looation(s) designated, If any.
Coverage provided by this endorsement will not exceed
the limits of liability required by the written contract or
written agreement even if the limits of (lability stated In
the policy exceed those limits. This endorsement shall
not increase the limits slated in Section II. C. Limits of
Insurance,
For any covered "auto' you owe this Coverage Form
provides primary coverage.
CA 71 09 01 06
C. AMENDED FELLOW EMPLOYEE EXCLUSION
Only with respect to your "employees" who occupy
positions which are supervisory In nature, SECTION II.
LIABILITY B. Exclusion 6. Fellow Employee is
replaced by:
6. Fellow Employee
"Bodily Injury":
(a) To you, or your partners or members (if you
are a partnership or joint venture), or to your
members Qf you are a limited liability
company);
(b) To your "executive officers" and directors (if
you are an organization other than a
partnership, Joint venture, or limited liability
company) but only with respect to
performance of their duties as your officers
or directors;
(c) For which (here Is an obligation to share
damages with or repay someone else who
must pay damages because of the injury
described In paragraph a and b above; or
(d) Arising out of his or her providing or failing
to provide professional health care services.
For purposes of this endorsement, a position le deemed
to he supervisory in nature if that person performs
principle work which Is substantially different from that
of his or her subordinates and has authority to hire,
transfer, direct, discipline or discharge.
D. BROADENED PHYSICAL DAMAGE COVERAGES
SECTION III -- PHYSICAL DAMAGE COVERAGE
Coverage is amended as follows;
(TOWING AND LABOR)
2. Towing and Labor
Wo will pay towing and labor oasts Incurred, up to the
limits shown below, each One a covered "auto"
classified and rated as a private passenger typo, "light
truck" or "medium truck" Is disabled:
(a) For private passenger type vehloles or "light
trucks" we will pay up to $76 per
dlsabiement. "Light trucks" have a gross
vehlole weight (GVW) of 10,000 pounds or
less.
CA 74 09 01 06 Includes Copyrighted material of Insurance Services Office, Inc., with its permission. Page 2 of 6
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(b) For "medium trucks" wo will pay up to $150
per disablement. Medium trunks" have a
gross vehicle weight (OVW) of 10,001 lbs.
to 20,000 pounds,
However, the labor must be performed at the place of
disablement.
(PHYSICAL DAMAGE ADDITIONAL
TRANSPORTATION EXPENSE COVERAGE)
4. Coverage Extensions
a. Transportation Expense Is amended to
provide the tallovling limits:
We will pay up to $50 per day to a inaximuim of
$1,000, All other terms and provisions of this
section remain applicable.
(EXTRA EXPENSE • THEFT)
The following language is added to 4. Coverage
Ektenslons:
c. Theft Recovery Expense
if you have purchased Comprehensive
Coverage on an "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.
(RENTAL REIMBURSEMENT AND ADDITIONAL
TRANSPORTATION EXPENSE)
d, Rental Reimbursement
We will provide Rental Reimbursement and
Addiional Expense coverage only for those
Physloal Damage coverages for which a
premium Is shown In the Declarations or
schedule pages. Coverage applies only to a
covered "auto" of the private passenger or light
truck (10,000 lbs. or less gross vehicle weight)
type for which Physical Damage coverages
apply.
(1) We will pay for auto rental expense and the
expense incurred by you because 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.
CA 71 09 01 06
(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 lakes 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) Nocessary and actual expenses
incurred; or
(b) $35 per day.
(c) This coverage does not applywhile
"
there are spare or reserve autos"
available to you for your operations.
(d) If "loss" results from the total theft of a
covered "auto" of the private passenger
or llghl truck type, we will pay under this
coverage only that amount of your
rental reimbursement expense which
Is not already provided for tinder the
SECTION III — PHYSICAL DAMAGE
COVERAGE, A. Coverage, 4.
Coverage Extensions, a.
Transportation Expenses.
(PERSONAL EFFECTS COVERAGE)
e. Personal Etfects
If you have purchased Comprehensive
Coverage on this policy for an "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 "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 carried
by an "Insured". Personal Effects does not
Include tools, jewelry, guns, musical
Instruments, money, or securities.
CA 71 09 01 06 Includes Copyrighted material of insurance Services Office, Inc., with Its permission. Page 3 of 6
(AUDIO, VISUAL AND DMA ELECTRONIC
EQUIPMENT COVERAGE)
(Deletion of Audio Visual Equipment Exclusion)
f. Audio, Visual and Date Electronic
Equipment coverage.
We will pay for "loss" to any electronic
equipment that receives or transmits audio,
visual or data signals and chat Is not designed
solely for the reproduction of sound. This
coverage applies only if the equipment is
permanently Installed In a covered "auto" at the
time of the "loss" or the equipment Is removable
from a housing unit which Is permanently
Installed in a covered "auto" at the lime of the
"loss", and such equipment Is designed to be
solely operated by use of the power teem the
"auto's" electrical system, In or upon the
covered "auto,"
(1) We will pay with respect to a covered "auto"
for "loss" to any accessories used with the
electronic equipment described above,
However, this does not Include tapes,
records or discs.
(2) In addition to the exclusions That apply to
Physical Damage Coverage with exception
of the exclusion relating to audio, visual and
data electronic equipment, the following
exclusions also apply:
(3) We will not pay for any eleolronlo
equipment or accessories used with such
electronic equipment that are:
(a) Necessary for the normal operation of
the covered "auto" for the monitoring of
the covered "auto's" operating system;
or
(b) Both:
An integral part of the same unit
housing any sound reproducing
equipment designed solely for the
reproducing of sound If the sound
reproducing equipment is permanently
Installed In the covered "auto"; and
Permanently installed In the opening of
the dash or console normally used by
the manufacturer for the Installation of a
radio.
CA71090106
(4) With respect to this coverage, the most we
will pay for all "loss" of audio, visual or dela
electronic equipment and any accessories
used with this equipment as a result of any
one "accident" Is the lesser o(:
(a) The actual cash value of the damaged
or stolen property as of the time of the
"loss",
(b) The cost of repairing or replacing the
damaged or stolen property with other
property of like kind and quality; or
$1,000; -
minus a deductible of $100.
An adjustment for depreciation and physical
condition will be made in determining actual
cash value at the time of loss. 1f a repair or
replacement results In better than like kind
or quality, we will not pay for the amount of
the betterment.
If there is other coverage provided for audio,
visual and data electronic equipment, the
coverage provided herein is excess over any
other collectible Insurance.
(AIRBAG ACCIDENTAL DISCHARGE)
D. SECTION lit — PHYSICAL DAMAGE COVERAGE,
B. Exclusions is amended as follows:
The following language Is added to Exclusion 3.:
If you have purchased Comprehensive or Collision
Coverage under this policy, ibis exclusion does not
apply to mechanical breakdown relating to the
accidental discharge of an alr bag. This coverage
applies only to a covered auto you own and Is
excess of any other collectible insurance or warranty.
No deductible applies to thls coverage.
E. AUTO LOAN/LEASE TOTAL LOSS PROTECTION
SECTION 111- PHYSICAL DAMAGE COVERAGE — G.
Limit of Insurance Is amended by adding the following
language:
4. In the event of a total "loss" to a covered "auto"
shown In the Schedule pages, subject at the time of
the "loss" to a loan or lease, we will pay any unpaid
amount due on the lease or loan for a covered
"auto" toss:
CA 71 09 01 06 Includes Copyrighted material of Insurance Services Office, Inc., with its permission. Page 4 of 6
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a. Tho amount paid under the Physical Damage
Coverage Section of the policy; and
b. Any:
(1) Overdue lease / loan 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
(6) Carry-over balances from previous loans or
leases,
(GLASS REPAIR — DEDUCTIBLE AMENDMENT)
Under D., Deductible Is amended by adding the
following:
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.
F. AMENDED DUTIES IN THE EVENT OF
ACCIDENT, CLAIM, SUIT OR LOSS
Under SECTION IV — BUSINESS AUTO CONDITIONS,
Subsection A., Loss Conditions, the foliowin9 Is
added to paragraph 2. Duties in The Event of
Accident, 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;
CA71090106
(4) Your members, managers or Insurance
manager, If you are a limited liability
company; or
(6) Your officials, trustees, board members or
Insurance manager, If you are a
not -for -profit organization.
G. WAIVER OF SUBROGATION REQUIRED BY
CONTRACT
Under SECTION 1V, BUSINESS AUTO
CONDITIONS, A. Loss Conditions 6. Transfer
of Rights of Recovery Against Others to Us
the Following language Is added;
•
However., we waive any rights of recovery we may
have against the person or organization with whom
you have agreed In writing in a contract, agreement
or permit, to provide Insurance such as Is afforded
under the policy to which this endorsement Is
attached, This provision does not apply unless the
written contract or written agreement has been
executed, or permit has been issued, prior to the
"bodily Injury" or "property damage,"
H, UNINTENTIONAL FAILURE TO DISCLOSE
Under SECTION IV — BUSINESS AUTO
CONDITIONS, Subsection B. General Conditions,
the following is added to 2. Concealment,
Misrepresentation Or Fraud: Your unintentional error In disclosing, or falling 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,
I. HIRED, LEASED, RENTED OR BORROWED
AUTO PHYSICAL DAMAGE
Under SECTION IV — BUSINESS AUTO CONDITIONS
B. General Conditions 6. Other Insurance
Paragraph 6.b. Is replaced by the following;
h. (1) For Comprehensive" and "Collision" Auto
Physical Damage provided by this endorsement,
the following are deemed to be covered "autos"
you own:
(a) Any Covered "auto" you lease, hire, rent or
borrow; and
CA 71 09 01 06 includes Copyrighted material of insurance Services Office, Inc., with its permission. Page 6 of 6
(b) 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"
(2) Limit of Insurance Por This Section
The most we will pay for any one "loss" is the
lesser of the following:
(a) $50,000 per accident, or
(b) actual cash value at the time of toss, or
(c) cost of repair.
minus a $500 deductible. An adjustment for
depreciation and physical condition will be made
In determining actual cash value in the event of
a total loss. No deductible applies to "loss"
caused by fire or lightning.
CA71090106
(3) This Hired Auto Physical Damage coverage Is
excess over any other collectible Insurance.
(4) Definitions For This Section
(a) Comprehensive Coverage; from any cause
except the oovered °auto's" collision with
another object or the covered "auto's"
overturn. We will pay glass breakage, "loss"
caused by hitting a bird or animal and, "loss"
caused by falling objects or missiles.
(b) Collision Coverage: caused by the covered
"auto's" collision with another object or by
the covered "auto's" overurn,
J. EXTENDED CANCELLATION CONDITION
A, under CANCELLATION, of the COMMON POLICY
CONDITIONS form, item 2,b. Is replaced by the
following:
b, 80 days before the effective date of cancellation
If we cancel for any other reason
CA 71 09 01 06 Includes Copyrighted material of Insurance Services Office, Inc., with its permission. Page 6 of 6
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17exas1K4unI.al®
WORKERS' IO INEMPLOYERS
LIABILITY POLICY
InsuranceCompany WC 42 03 04 A
TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT
This endorsement applies only to the insurance provided by the policy because Texas Is shown In Item 3.A. of the
Information Page.
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our
right against the person or organization named In the Schedule, but this waiver applies only with respect to bodily injury
arising out of the operations described In the Schedule where you are required by a written contract to obtain this waiver
from us.
This endorsement shall not operate directly or Indirectly to benefit anyone not named In the Schedule.
The premium for thls endorsement is shown In the Schedule.
Schedule
1. ( ) Specific Waiver
Name of person or organization
(X ) Blanket Waiver
Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver.
2. Operations: ALL TEXAS OPERATIONS
3. Premium
The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll In
connection with work performed for the above person(s) or organization(s) arising out of the operations described.
4.Advance Premium INCLUDED, SEE INFORMATION PAGE,
This endorsement changes the policy to which It Is attached effective on the Inception dale of the pokey unless a different date is Indicated below.
(The following "altaching clause" need be completed only when this endorsement Is Issued subsequent to preparation of the policy.)
This endorsement, effective on et 12:01 A.M. alandard time, forms a part of
Polley No. TSF^0001193070 20120812 of theTexas Mutual Insurance Company
Issued to WI LL IAM J SCWUL T2 INC
DBA: CIRCLE C CONSTRUCTION COMPANY
Premium $
WC420304A (ED. 1.01.2000)
AGENT'S COPY
Endorsement No.
Authorized Representative
QUSER 8-10-2012
STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: Decan er21, 2012
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Page
Article 1 — Definitions and Terminology 1
1.01 Defined Terms 1
1.02 Terminology 6
Article 2 — Preliminary Matters 7
2.01 Copies of Documents 7
2.02 Commencement of Contract Time; Notice to Proceed 7
2.03 Starting the Work 8
2.04 Before Starting Construction 8
2.05 Preconstruction Conference 8
2.06 Public Meeting 8
2.07 Initial Acceptance of Schedules 8
Article 3 — Contract Documents: Intent, Amending, Reuse 8
3.01 Intent 89
3.02 Reference Standards 9
3.03 Reporting and Resolving Discrepancies 19
3.04 Amending and Supplementing Contract Documents 3.05 Reuse of Documents 10
1
3.06 Electronic Data
1
Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental 1 I
Conditions; Reference Points 11
4.01 Availability of Lands 12
4.02 Subsurface and Physical Conditions 12
4.03 Differing Subsurface or Physical Conditions 12
4.04 Underground Facilities 14
4.05 Reference Points 14
4.06 Hazardous Environmental Condition at Site
Article 5 — Bonds and Insurance 16
5.01 Licensed Sureties and Insurers 16
5.02 Performance, Payment, and Maintenance Bonds 16
5.03 Certificates of Insurance 16
5.04 Contractor's Insurance 18
5.05 Acceptance of Bonds and Insurance; Option to Replace 19
Article 6 — Contractor's Responsibilities 19
6.01 Supervision and Superintendence 19
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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6.02 Labor; Working Hours 20
6.03 Services, Materials, and Equipment 20
6.04 Project Schedule 21
6.05 Substitutes and "Or -Equals" 21
6.06 Concerning Subcontractors, Suppliers, and Others 24
6.07 Wage Rates 25
6.08 Patent Fees and Royalties 26
6.09 Permits and Utilities 27
6.10 Laws and Regulations 27
6.11 Taxes 28
6.12 Use of Site and Other Areas 28
6.13 Record Documents 29
6.14 Safety and Protection 29
6.15 Safety Representative 30
6.16 Hazard Communication Programs 30
6.17 Emergencies and/or Rectification 30
6.18 Submittals 31
6.19 Continuing the Work 32
6.20 Contractor's General Warranty and Guarantee 32
6.21 Indemnification 33
6.22 Delegation of Professional Design Services 34
6.23 Right to Audit 34
6.24 Nondiscrimination 35
Article 7 - Other Work at the Site 35
7.01 Related Work at Site 35
7.02 Coordination 36
Article 8 - City's Responsibilities 36
8.01 Communications to Contractor 36
8.02 Furnish Data 36
8.03 Pay When Due 36
8.04 Lands and Easements; Reports and Tests 36
8.05 Change Orders 36
8.06 Inspections, Tests, and Approvals 36
8.07 Limitations on City's Responsibilities 37
8.08 Undisclosed Hazardous Environmental Condition 37
8.09 Compliance with Safety Program 37
Article 9 - City's Observation Status During Construction 37
9.01 City's Project Representative 37
9.02 Visits to Site 37
9.03 Authorized Variations in Work 38
9.04 Rejecting Defective Work 38
9.05 Determinations for Work Performed 38
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work 38
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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Article 10 - Changes in the Work; Claims; Extra Work 38
10.01 Authorized Changes in the Work 38
10.02 Unauthorized Changes in the Work 39
10.03 Execution of Change Orders 39
10.04 Extra Work 39
10.05 Notification to Surety 39
10.06 Contract Claims Process 40
Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement
11.01 Cost of the Work
11.02 Allowances
11.03 Unit Price Work
11.04 Plans Quantity Measurement
Article 12 - Change of Contract Price; Change of Contract Time
12.01 Change of Contract Price
12.02 Change of Contract Time
12.03 Delays
Article 13 - Tests and Inspections; Correction, Removal or Acceptance
Notice of Defects
13.01
13.02 Access to Work
13.03 Tests and Inspections
13.04 Uncovering Work
13.05 City May Stop the Work
13.06 Correction or Removal of Defective Work
13.07 Correction Period
13.08 Acceptance of Defective Work
13.09 City May Correct Defective Work
41
41
43
44
45
46
46
47
47
of Defective Work 48
48
48
48
49
49
50
50
51
51
Article 14 - Payments to Contractor and Completion 52
14.01 Schedule of Values 52
14.02 Progress Payments 52
14.03 Contractor's Warranty of Title 54
14.04 Partial Utilization 55
14.05 Final Inspection 55
14.06 Final Acceptance 55
14.07 Final Payment 5656
14.08 Final Completion Delayed and Partial Retainage Release 576
14.09 Waiver of Claims
Article 15 - Suspension of Work and Termination 57
15.01 City May Suspend Work 57
15.02 City May Terminate for Cause 58
15.03 City May Terminate For Convenience 60
Article 16 - Dispute Resolution 61
16.01 Methods and Procedures 61
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Revision: Dsanber2l, 2012
Article 17 — Miscellaneous 62
17.01 Giving Notice 62
17.02 Computation of Times 62
17.03 Cumulative Remedies 62
17.04 Survival of Obligations 63
17.05 Headings 63
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ARTICLE 1— DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed -defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
I. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify,
correct, or change the Bidding Requirements or the proposed Contract Documents.
2. Agreement The written instrument which is evidence of the agreement between City and
Contractor covering the Work.
3. Application for Payment The form acceptable to City which is to be used by Contractor
during the course of the Work in requesting progress or final payments and which is to be
accompanied by such supporting documentation as is required by the Contract Documents.
4. 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.
5. Award— Authorization by the City Council for the City to enter into an Agreement.
6. Bid The offer or proposal of a Bidder submitted on the prescribed form setting forth the
prices for the Work to be performed.
7. Bidder —The individual or entity who submits a Bid directly to City.
8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents
(including all Addenda).
9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid
security of acceptable form, if any, and the Bid Form with any supplements.
10. 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.
11. Buzzsaw — City's on-line, electronic document management and collaboration system.
12. Calendar Day— A day consisting of 24 hours measured from midnight to the next midnight.
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13. Change Order —A document, which is prepared and approved by the City, which is signed
by Contractor 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.
14. City The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and
chartered under the Texas State Statutes, acting by its governing body through its City
Manager, his designee, or agents authorized under his behalf, each of which is required by
Charter to perform specific duties with responsibility for final enforcement of the contracts
involving the City of Fort Worth is by Charter vested in the City Manager and is the entity
with whom Contractor has entered into the Agreement and for whom the Work is to be
performed.
15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or
his duly authorized representative.
16. City Council - The duly elected and qualified governing body of the City of Fort Worth,
Texas.
17. City Manager — The officially appointed and authorized City Manager of the City of Fort
Worth, Texas, or his duly authorized representative.
18. Contract Claim A demand or assertion by City or Contractor seeking an adjustment of
Contract Price or Contract Time, or both, or other relief with respect to the terms of the
Contract. A demand for money or services by a third party is not a Contract Claim.
19. Contract The entire and integrated written document between the City and Contractor
concerning the Work. The Contract contains the Agreement and all Contract Documents and
supersedes prior negotiations, representations, or agreements, whether written or oral.
20. Contract Documents Those items so designated in the Agreement. All items listed in the
Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and
the reports and drawings of subsurface and physical conditions are not Contract Documents.
21. Contract Price —The moneys payable by City to Contractor for completion of the Work in
accordance with the Contract Documents as stated in the Agreement (subject to the
provisions of Paragraph 11.03 in the case of Unit Price Work).
22. Contract Time The number of days or the dates stated in the Agreement to: (i) achieve
Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance.
23. Contractor —The individual or entity with whom City has entered into the Agreement.
24. Cost of the Work See Paragraph 11.01 of these General Conditions for definition.
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25. Damage Claims — A demand for money or services arising from the Project or Site from a
third party, City or Contractor exclusive of a Contract Claim.
26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day.
27. Director of Aviation — The officially appointed Director of the Aviation Department of the
City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
28. Director of Parks and Community Services — The officially appointed Director of the Parks
and Community Services Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
29. Director of Planning and Development — The officially appointed Director of the Planning
and Development Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
30. Director of Transportation Public Works — The officially appointed Director of the
Transportation Public Works Department of the City of Fort Worth, Texas, or his duly
appointed representative, assistant, or agents.
31. Director of Water Department — The officially appointed Director of the Water Department
of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
32. 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.
33. Effective Date of the Agreement The date indicated in the Agreement on which it becomes
effective, but if no such date is indicated, it means the date on which the Agreement is signed
and delivered by the last of the two parties to sign and deliver.
34. Engineer —The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the City.
35. Extra Work — Additional work made necessary by changes or alterations of the Contract
Documents or of quantities or for other reasons for which no prices are provided in the
Contract Documents. Extra work shall be part of the Work.
36. Field Order A written order issued by City which requires changes in the Work but which
does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer.
Field Orders are paid from Field Order Allowances incorporated into the Contract by funded
work type at the time of award.
37. Final Acceptance — The written notice given by the City to the Contractor that the Work
specified in the Contract Documents has been completed to the satisfaction of the City.
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38. 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.
39. General Requirements Sections of Division 1 of the Contract Documents.
40. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs,
Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or
circumstances that may present a substantial danger to persons or property exposed thereto.
41. Hazardous Waste Hazardous waste is defined as any solid waste listed as hazardous or
possesses one or more hazardous characteristics as defined in the federal waste regulations,
as amended from time to time.
42. 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.
43. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
44. Major Item — An Item of work included in the Contract Documents that has a total cost equal
to or greater than 5% of the original Contract Price or $25,000 whichever is less.
45. Milestone —A principal event specified in the Contract Documents relating to an intermediate
Contract Time prior to Final Acceptance of the Work.
46. Notice of Award The written notice by City to the Successful Bidder stating that upon
timely compliance by the Successful Bidder with the conditions precedent listed therein, City
will sign and deliver the Agreement.
47. Notice to Proceed A written notice given by City to Contractor fixing the date on which the
Contract Time will commence to run and on which Contractor shall start to perform the
Work specified in Contract Documents.
48. PCBs Polychlorinated biphenyls.
49. Petroleum Petroleum, including crude oil or any fraction thereof which is liquid at standard
conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square
inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and
oil mixed with other non -Hazardous Waste and crude oils.
50. Plans — See definition of Drawings.
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51. 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.
52. Project —The Work to be performed under the Contract Documents.
53. Project Representative —The authorized representative of the City who will be assigned to
the Site.
54. Public Meeting — An announced meeting conducted by the City to facilitate public
participation and to assist the public in gaining an informed view of the Project.
55. Radioactive Material —Source, special nuclear, or byproduct material as defined by the
Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time.
56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
57. Swnples—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.
58. 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.
59. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions
of the Contract Price to various portions of the Work and used as the basis for reviewing
Contractor's Applications for Payment.
60. Site —Lands or areas indicated in the Contract Documents as being furnished by City 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 which are designated for the use of
Contractor.
61. 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.
62. 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.
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63. 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.
64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City
makes an Award.
65. Superintendent — The representative of the Contractor who is available at all times and able
to receive instructions from the City and to act for the Contractor.
66. Supplementary Conditions —That part of the Contract Documents which amends or
supplements these General Conditions.
67. 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.
68. 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.
69. Unit Price Work See Paragraph 11.03 of these General Conditions for definition.
70. 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.
71. 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 Change Order or Field Order, and furnishing, installing, and incorporating all
materials and equipment into such construction, all as required by the Contract Documents.
72. 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 E are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Intent of Certain Terms or Adjectives:
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I. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as
directed" or terms of like effect or import to authorize an exercise of judgment by City. In
ro
addition, the adjectives "reasonable,""suitable,""acceptable," "proper," per" "satisfactoi 'Y," or
adjectives of like effect or import are used to describe an action or determination of City as to
the Work. It is intended that such exercise of professional judgment, action, or determination
will be solely to evaluate, in general, the Work for compliance with the information in the
Contract Documents and with the design concept of the Project as a functioning whole as
shown or indicated in the Contract Documents (unless there is a specific statement indicating
otherwise).
C. 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.
D. 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.
E. 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.
ARTICLE 2 — PRELIMINARY MATTERS
2.01 Copies of Documents
City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the
Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be
furnished upon request at the cost of reproduction.
2.02 Commencement of Contract Time; Notice to Proceed
The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to
Proceed may be given at any time within 14 days after the Effective Date of the Agreement.
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2.03 Starting the Work
Contractor shall start to perform the Work on the date when the Contract Time commences to run.
No Work shall be done at the Site prior to the date on which the Contract Time commences to run.
2.04 Before Starting Construction
Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the
Work.
2.05 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.06 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.
2.07 Initial Acceptance of Schedules
No progress payment shall be made to Contractor until acceptable schedules are submitted to City in
accordance with the Schedule Specification as provided in the Contract Documents.
ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE
3.01 Intent
A. The Contract Documents are complementary; what is required by one is as binding as if required
by all.
B. It is the intent of the Contract Documents to describe a functionally complete project (or part
thereof) to be constructed in accordance with the Contract Documents. Any labor,
documentation, services, materials, or equipment that reasonably may be inferred from the
Contract Documents or from prevailing custom or trade usage as being required to produce the
indicated result will be provided whether or not specifically called for, at no additional cost to
City.
C. Clarifications and interpretations of the Contract Documents shall be issued by City.
D. The Specifications may vary in form, format and style. Some Specification sections may be
written in varying degrees of streamlined or declarative style and some sections may be
relatively narrative by comparison. Omission of such words and phrases as "the Contractor
shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined
sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions
may appear in various parts of a section or articles within a part depending on the format of the
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section. The Contractor shall not take advantage of any variation of form, format or style in
making Contract Claims.
E. The cross referencing of specification sections under the subparagraph heading "Related
Sections include but are not necessarily limited to:" and elsewhere within each Specification
section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on
the cross referencing provided and shall be responsible to coordinate the entire Work under the
Contract Documents and provide a complete Project whether or not the cross referencing is
provided in each section or whether or not the cross referencing is complete.
3.02 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 of any such standard, specification, manual, or code, or any instruction of a
Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any
of their subcontractors, consultants, agents, or employees, from those set forth in the Contract
Documents. No such 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.
3.03 Reporting and Resolving Discrepancies
A. Reporting Discrepancies:
1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each
part of the Work, Contractor shall carefully study and compare the Contract Documents and
check and verify pertinent figures therein against all applicable field measurements and
conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity,
or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a
written interpretation or clarification from City before proceeding with any Work affected
thereby.
2. Contractor's Review of Contract Documents During Pelforn ance of Work: If, during the
performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy
within the Contract Documents, or between the Contract Documents and (a) any applicable
Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of
any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not
proceed with the Work affected thereby (except in an emergency as required by Paragraph
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6.17.A) until an amendment or supplement to the Contract Documents has been issued by
one of the methods indicated in Paragraph 3.04.
3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or
discrepancy in the Contract Documents unless Contractor had actual knowledge thereof.
B. Resolving Discrepancies:
1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or
discrepancy between the provisions of the Contract Documents and the provisions of any
standard, specification, manual, or the instruction of any Supplier (whether or not specifically
incorporated by reference in the Contract Documents).
2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall
govern over Specifications, Supplementary Conditions shall govern over General Conditions
and Specifications, and quantities shown on the Plans shall govern over those shown in the
proposal.
3.04 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 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;
2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or
3. City's written interpretation or clarification.
3.05 Reuse of Documents
A. Contractor and any Subcontractor or Supplier shall not:
1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents (or copies of any thereof) prepared by or bearing the seal of Engineer,
including electronic media editions; or
2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of
the Project or any other project without written consent of City and specific written
verification or adaptation by Engineer.
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B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the
Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract
Documents for record purposes.
3.06 Electronic Data
A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer
to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the
printed copies included in the Contract Documents (also known as hard copies) and other
Specifications referenced and located on the City's Buzzsaw site. Files in electronic media
format of text, data, graphics, or other types are furnished only for the convenience of the
receiving party. Any conclusion or information obtained or derived from such electronic files
will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard
copies, the hard copies govern.
B. When transferring documents in electronic media format, the transferring party makes no
representations as to long term compatibility, usability, or readability of documents resulting
from the use of software application packages, operating systems, or computer hardware
differing from those used by the data's creator.
ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS
4.0I Availability of Lands
A. City shall furnish the Site. City shall notify Contactor of any encumbrances or restrictions not of
general application but specifically related to use of the Site with which Contractor must comply
in performing the Work. City will obtain in a timely manner and pay for easements for
permanent structures or permanent changes in existing facilities.
1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or
easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in
accordance with the schedule set forth in the Supplementary Conditions. The Project
Schedule submitted by the Contractor in accordance with the Contract Documents must
consider any outstanding right-of-way, and/or easements.
2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site.
Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted
by the Contactor in accordance with the Contract Documents must consider any outstanding
utilities or obstructions to be removed, adjusted, and/or relocated by others.
B. Upon reasonable written request, City shall furnish Contractor with a current statement of record
legal title and legal description of the lands upon which the Work is to be performed.
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C. Contractor shall provide for all additional lands and access thereto that may be required for
construction facilities or storage of materials and equipment.
4.02 Subsurface and Physical Conditions
A. Reports and Drawings: The Supplementary Conditions identify:
1. those reports known to City of explorations and tests of subsurface conditions at or
contiguous to the Site; and
2. those drawings known to City of physical conditions relating to existing surface or
subsurface structures at the Site (except Underground Facilities).
B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences, and procedures of
construction to be employed by Contractor, and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions, and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions, or information.
4.03 Differing Subsurface or Physical Conditions
A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or
revealed either:
1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate; or
2. is of such a nature as to require a change in the Contract Documents; or
3. differs materially from that shown or indicated in the Contract Documents; or
4. is of an unusual nature, and differs materially from conditions ordinarily encountered and
generally recognized as inherent in work of the character provided for in the Contract
Documents;
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then Contractor shall, promptly after becoming aware thereof and before further disturbing the
subsurface or physical conditions or performing any Work in connection therewith (except in an
emergency as required by Paragraph 6.17.A), notify City in writing about such condition.
B. Possible Price and Time Adjustrnents
Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if:
1. Contractor knew of the existence of such conditions at the time Contractor made a final
commitment to City with respect to Contract Price and Contract Time by the submission of a
Bid or becoming bound under a negotiated contract; or
2. the existence of such condition could reasonably have been discovered or revealed as a result
of the examination of the Contract Documents or the Site; or
3. Contractor failed to give the written notice as required by Paragraph 4.03.A.
4.04 Underground Facilities
A. Shown or Indicated: The information and data shown or indicated in the Contract Documents
with respect to existing Underground Facilities at or contiguous to the Site is based on
information and data furnished to City or Engineer by the owners of such Underground
Facilities, including City, or by others. Unless it is otherwise expressly provided in the
Supplementary Conditions:
1. City and Engineer shall not be responsible for the accuracy or completeness of any such
information or data provided by others; and
2. the cost of all of the following will be included in the Contract Price, and Contractor shall
have full responsibility for:
a. reviewing and checking all such information and data;
b. locating all Underground Facilities shown or indicated in the Contract Documents;
c. coordination and adjustment of the Work with the owners of such Underground
Facilities, including City, during construction; and
d. the safety and protection of all such Underground Facilities and repairing any damage
thereto resulting from the Work.
B. Not Shown or Indicated:
1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or
contiguous to the Site which was not shown or indicated, or not shown or indicated with
reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming
aware thereof and before further disturbing conditions affected thereby or performing any
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Work in connection therewith (except in an emergency as required by Paragraph 6.17.A),
identify the owner of such Underground Facility and give notice to that owner and to City.
City will review the discovered Underground Facility and determine the extent, if any, to
which a change may be required in the Contract Documents to reflect and document the
consequences of the existence or location of the Underground Facility. Contractor shall be
responsible for the safety and protection of such discovered Underground Facility.
2. If City concludes that a change in the Contract Documents is required, a Change Order may
be issued to reflect and document such consequences.
3. Verification of existing utilities, structures, and service lines shall include notification of all
utility companies a minimum of 48 hours in advance of construction including exploratory
excavation if necessary.
4.05 Reference Points
A. City shall provide engineering surveys to establish reference points for construction, which in
City's judgment are necessary to enable Contractor to proceed with the Work. City will provide
construction stakes or other customary method of marking to establish line and grades for
roadway and utility constriction, centerlines and benchmarks for bridgework. Contractor shall
protect and preserve the established reference points and property monuments, and shall make no
changes or relocations. Contractor shall report to City whenever any reference point or property
monument is lost or destroyed or requires relocation because of necessary changes in grades or
locations. The City shall be responsible for the replacement or relocation of reference points or
property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall
notify City in advance and with sufficient time to avoid delays.
B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or
willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full
cost for replacing such points plus 25% will be charged against the Contractor, and the full
amount will be deducted from payment due the Contractor.
4.06 Hazardous Environmental Condition at Site
A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings
known to City relating to Hazardous Environmental Conditions that have been identified at the
Site.
B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences and procedures of
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construction to be employed by Contractor and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions or information.
C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or
revealed at the Site which was not shown or indicated in Drawings or Specifications or identified
in the Contract Documents to be within the scope of the Work. Contractor shall be responsible
for a Hazardous Environmental Condition created with any materials brought to the Site by
Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible.
D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for
whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall
immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with
such condition and in any area affected thereby (except in an emergency as required by
Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing).
City may consider the necessity to retain a qualified expert to evaluate such condition or take
corrective action, if any.
E. Contractor shall not be required to resume Work in connection with such condition or in any
affected area until after City has obtained any required permits related thereto and delivered
written notice to Contractor: (i) specifying that such condition and any affected area is or has
been rendered suitable for the resumption of Work; or (ii) specifying any special conditions
under which such Work may be resumed.
F. If after receipt of such written notice Contractor does not agree to resume such Work based on a
reasonable belief it is unsafe, or does not agree to resume such Work under such special
conditions, then City may order the portion of the Work that is in the area affected by such
condition to be deleted from the Work. City may have such deleted portion of the Work
performed by City's own forces or others.
G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnj 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 a Hazardous
Environmental Condition created by Contractor or by anyone for whom Contractor is
responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any
individual or entity from and against the consequences of that individual's or entity's own
negligence.
H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental
Condition uncovered or revealed at the Site.
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ARTICLE 5 — BONDS AND INSURANCE
5.01 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 coverages so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided in the Supplementary Conditions.
5.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds, 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 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 5.02.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 5.01 and 5.02.C.
5.03 Certificates ofInsurance
Contractor shall deliver to City, with copies to each additional insured and Loss payee identified in
the Supplementary 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.
1. The certificate of insurance shall document the City, and all identified entities named in the
Supplementary Conditions as "Additional Insured" on all liability policies.
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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 the Supplementary
Conditions
6. 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.
7. 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.
8. 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.
9. 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%.
10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
11. 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.
12. 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.
13. 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.
14. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
5.04 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:
I. 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.
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
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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.
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 (if identified in the Supplementary
Conditions).
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.
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 requirements identified in the
Supplementary Conditions.
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.
5.05 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 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 City may
reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance
required by the Contract Documents, the 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 6 — CONTRACTOR'S RESPONSIBILITIES
6.01 Supervision and Superintendence
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
Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
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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.
6.02 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 perfonned 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.
6.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction equipment
and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities,
temporary facilities, and all other facilities and incidentals necessary for the performance,
Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
D. All items of standard equipment to be incorporated into the Work shall be the latest model at the
time of bid, unless otherwise specified.
6.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07
and the General Requirements as it may be adjusted from time to time as provided below.
I . Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and
the General Requirements) proposed adjustments in the Project Schedule that will not result
in changing the Contract Time. Such adjustments will comply with any provisions of the
General Requirements applicable thereto.
2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment
for the duration of the Contract in accordance with the schedule specification 01 32 16.
3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 12. Adjustments in Contract Time
may only be made by a Change Order.
6.05 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.
I. "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 6.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. the City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
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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
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 6.05.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:
a) perform adequately the functions and achieve the results called for by the general
design;
b) be similar in substance to that specified;
c) be suited to the same use as that specified; and
2) will state:
a) the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor's achievement of final completion on time;
b) 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;
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c) 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:
a) all variations of the proposed substitute item from that specified;
b) available engineering, sales, maintenance, repair, and replacement services; and
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 6.05.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 6.05.A and 6.05.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
perforniance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnib, 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 6.05.A.2 and 6.05.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 (or in the
provisions of any other direct contract with City) resulting from the acceptance of each proposed
substitute.
F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or -equal" at Contractor's expense.
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G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a
substitute shall be incorporated to the Contract by Change Order.
H. Time Extensions: No additional time will be granted for substitutions.
6.06 Concerning Subcontractors, Suppliers, and Others
A. Contractor shall perform with his own organization, work of a value not less than 35% of the
value embraced on the Contract, unless otherwise approved by the City.
B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether
initially or as a replacement, against whom City may have reasonable objection. Contractor shall
not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or
perform any of the Work against whom Contractor has reasonable objection (excluding those
acceptable to City as indicated in Paragraph 6.06.C).
C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other
individuals or entities on the project, and will provide such requirements in the Supplementary
Conditions.
D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable
participation by Minority Business Enterprises (MBE) in the procurement of goods and services
on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required
to comply with the intent of the City's MBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MBE 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 MBE. Material misrepresentation of any nature will be grounds for
termination of the Contract in accordance with Paragraph 15.02.A. 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.
E. 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:
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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.
F. 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.
G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any
of the Work shall communicate with City through Contractor.
H. 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 the Contract
Documents for the benefit of City.
6.07 Wage Rates
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.
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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 I lth 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
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.
6.08 Patent Fees and Royalties
A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the
performance of the Work or the incorporation in the Work of any invention, design, process,
product, or device which is the subject of patent rights or copyrights held by others. If a
particular invention, design, process, product, or device is specified in the Contract Documents
for use in the performance of the Work and if, to the actual knowledge of City, its use is subject
to patent rights or copyrights calling for the payment of any license fee or royalty to others, the
existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City
to disclose such information does not relieve the Contractor from its obligations to pay for the
use of said fees or royalties to others.
B. To the fullest extent permitted by Laws and Regulation., Contractor shall indemnibi 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
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the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
6.09 Permits and Utilities
A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction
permits and licenses except those provided for in the Supplementary Conditions or Contract
Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses.
Contractor shall pay all governmental charges and inspection fees necessary for the prosecution
of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the
Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B.
City shall pay all charges of utility owners for connections for providing permanent service to the
Work.
B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as
provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's
responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the
Contract and the City approves the changes, the Contractor is responsible for obtaining
clearances and coordinating with the appropriate regulatory agency. The City will not reimburse
the Contractor for any cost associated with these requirements of any City acquired permit. The
following are permits the City will obtain if required:
1. Texas Department of Transportation Permits
2. U.S. Army Corps of Engineers Permits
3. Texas Commission on Environmental Quality Permits
4. Railroad Company Permits
C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits
and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by
the Contractor in accordance with the Contract Documents must consider any outstanding
permits and licenses.
6.10 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
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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 3.02.
C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on
the cost or time of performance of the Work may be the subject of an adjustment in Contract
Price or Contract Time.
6.11 Taxes
A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to
Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may
purchase, rent or lease all materials, supplies and equipment used or consumed in the
performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax,
said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption
certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the
provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the
Texas Tax Code, Subchapter H. -
B. Texas Tax permits and information may be obtained from:
I. Comptroller of Public Accounts
Sales Tax Division
Capitol Station
Austin, TX 78711; or
2. http://www.window.state.tx.us/taxinfo/taxforms/93-forms.html
6.12 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
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.
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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 6.21, Contractor shall indemn& 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, 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 the costs of such direct action, plus 25 % of
such costs, shall be deducted from the monies due or to become due to the Contractor.
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.
6.13 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
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.
6.14 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
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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 cif 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 6.14.A.2 or 6.14.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.
6.15 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
6.16 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.
6.17 Emergencies and/or Rectification
A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or
adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss.
Contractor shall give City prompt written notice if Contractor believes that any significant
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changes in the Work or variations from the Contract Documents have been caused thereby or are
required as a result thereof. If City determines that a change in the Contract Documents is
required because of the action taken by Contractor in response to such an emergency, a Change
Order may be issued.
B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies,
omissions, or correction necessary to conform with the requirements of the Contract Documents,
the City shall give the Contractor written notice that such work or changes are to be performed.
The written notice shall direct attention to the discrepant condition and request the Contractor to
take remedial action to correct the condition. In the event the Contractor does not take positive
steps to fulfill this written request, or does not show just cause for not taking the proper action,
within 24 hours, the City may take such remedial action with City forces or by contract. The City
shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any
funds due or become due the Contractor on the Project.
6.I8 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance in accordance
with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be
identified as City may require.
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 6.18.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 6.18.C.
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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.
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.
6.19 Continuing the Work
Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule
during all disputes or disagreements with City. No Work shall be delayed or postponed pending
resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in
writing.
6.20 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
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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 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
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
famish a good and sufficient maintenance bond, complying with the requirements of Article
5.02.B. The City will give notice of observed defects with reasonable promptness.
6.21 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
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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.
6.22 Delegation ofProfessional 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.
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 6.22, 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 6.I B.C.
6.23 Right to Audit
A. 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.
B. 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
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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.
C. 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.
6.24 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 (r 1 A), 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.
ARTICLE 7 — OTHER WORK AT THE SITE
7.01 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.
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7.02 Coordination
A. If City intends to contract with others for the performance of other work on the Project at the
Site, the following will be set forth in Supplementary Conditions:
1. the individual or entity who will have authority and responsibility for coordination of the
activities among the various contractors will be identified;
2. the specific matters to be covered by such authority and responsibility will be itemized; and
3. the extent of such authority and responsibilities will be provided.
B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such
coordination.
ARTICLE 8 — CITY'S RESPONSIBILITIES
8.01 Communications to Contractor
Except as otherwise provided in the Supplementary Conditions, City shall issue all communications
to Contractor.
8.02 Furnish Data
City shall timely furnish the data required under the Contract Documents.
8.03 Pay When Due
City shall make payments to Contractor in accordance with Article 14.
8.04 Lands and Easements; Reports and Tests
City's duties with respect to providing lands and easements and providing engineering surveys to
establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's
identifying and making available to Contractor copies of reports of explorations and tests of
subsurface conditions and drawings of physical conditions relating to existing surface or subsurface
structures at or contiguous to the Site that have been utilized by City in preparing the Contract
Documents.
8.05 Change Orders
City shall execute Change Orders in accordance with Paragraph 10.03.
8.06 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
13.03.
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8.07 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 6.14.
8.08 Undisclosed Hazardous Environmental Condition
City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth
in Paragraph 4.06.
8.09 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 6.14.
ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION
9.01 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. The Project Representative(s) will be as provided in the
Supplementary Conditions.
9.02 Visits to Site
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 including those set forth in Paragraph
8.07.
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9.03 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 and also on Contractor, who shall perform the Work involved promptly.
9.04 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 13, whether or not the Work is fabricated, installed, or
completed.
9.05 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).
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work
A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the
acceptability of the Work thereunder.
B. City will render a written decision on any issue referred.
C. City's written decision on the issue referred will be final and binding on the Contractor, subject
to the provisions of Paragraph 10.06.
ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK
10.01 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 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, a Field
Order may be issued by the City.
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10.02 Unauthorized Changes in the Work
Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract
Time with respect to any work performed that is not required by the Contract Documents as
amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an
emergency as provided in Paragraph 6.17.
10.03 Execution of Change Orders
A. City and Contractor shall execute appropriate Change Orders covering:
1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii)
required because of acceptance of defective Work under Paragraph 13.08 or City's correction
of' defective Work under Paragraph 13.09, or (iii) agreed to by the parties;
2. changes in the Contract Price or Contract Time which are agreed to by the parties, including
any undisputed sum or amount of time for Work actually performed.
10.04 Extra Work
A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment
thereof, and the City insists upon its performance, the Contractor shall proceed with the work
after making written request for written orders and shall keep accurate account of the actual
reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to
Paragraph 10.06.
B. The Contractor shall furnish the City such installation records of all deviations from the original
Contract Documents as may be necessary to enable the City to prepare for permanent record a
corrected set of plans showing the actual installation.
C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall
be a full, complete and final payment for all costs Contractor incurs as a result or relating to the
change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that
time, including without limitation, any costs for delay, extended overhead, ripple or impact cost,
or any other effect on changed or unchanged work as a result of the change or Extra Work.
10.05 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.
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10.06 Contract Clairns Process
A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph
14.09, shall be referred to the City for decision. A decision by City shall be required as a
condition precedent to any exercise by Contractor of any rights or remedies he may otherwise
have under the Contract Documents or by Laws and Regulations in respect of such Contract
Claims.
B. Notice:
I. Written notice stating the general nature of each Contract Claim shall be delivered by the
Contractor to City no later than 15 days after the start of the event giving rise thereto. The
responsibility to substantiate a Contract Claim shall rest with the party making the Contract
Claim.
2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered
to the City on or before 45 days from the start of the event giving rise thereto (unless the City
allows additional time for Contractor to submit additional or more accurate data in support of
such Contract Claim).
3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with
the provisions of Paragraph 12.01.
4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with
the provisions of Paragraph 12.02.
5. Each Contract Claim shall be accompanied by Contractor's written statement that the
adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a
result of said event.
6. The City shall submit any response to the Contractor within 30 days after receipt of the
claimant's last submittal (unless Contract allows additional time).
C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last
submittal of the Contractor, if any, take one of the following actions in writing:
1. deny the Contract Claim in whole or in part;
2. approve the Contract Claim; or
3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's
sole discretion, it would be inappropriate for the City to do so. For purposes of further
resolution of the Contract Claim, such notice shall be deemed a denial.
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D. City's written action under Paragraph I0.06.0 will be final and binding, unless City or
Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such
action or denial.
E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not
submitted in accordance with this Paragraph 10.06.
ARTICLE 11 — COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS
QUANTITY MEASUREMENT
11.01 Cost of the Work
A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in
Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the
Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to
Contractor will be only those additional or incremental costs required because of the change in
the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, and shall
include but not be limited to the following items:
1. Payroll costs for employees in the direct employ of Contractor in the performance of the
Work under schedules of job classifications agreed upon by City and Contractor. Such
employees shall include, without limitation, superintendents, foremen, and other personnel
employed full time on the Work. Payroll costs for employees not employed full time on the
Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall
include;
a. salaries with a 55% markup, or
b. salaries and wages plus the cost of fringe benefits, which shall include social security
contributions, unemployment, excise, and payroll taxes, workers' compensation, health
and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto.
The expenses of performing Work outside of Regular Working Hours, Weekend
Working Hours, or legal holidays, shall be included in the above to the extent authorized
by City.
2. Cost of all materials and equipment furnished and incorporated in the Work, including costs
of transportation and storage thereof, and Suppliers' field services required in connection
therewith.
3. Rentals of all construction equipment and machinery, and the parts thereof whether rented
from Contractor or others in accordance with rental agreements approved by City, and the
costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All
such costs shall be in accordance with the terms of said rental agreements. The rental of any
such equipment, machinery, or parts shall cease when the use thereof is no longer necessary
for the Work.
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4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If
required by City, Contractor shall obtain competitive bids from subcontractors acceptable to
City and Contractor and shall deliver such bids to City, who will then determine, which bids,
if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on
the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall
be determined in the same manner as Contractor's Cost of the Work and fee as provided in
this Paragraph 11.01.
5. Costs of special consultants (including but not limited to engineers, architects, testing
laboratories, surveyors, attorneys, and accountants) employed for services specifically related
to the Work.
6. Supplemental costs including the following:
a. The proportion of necessary transportation, travel, and subsistence expenses of
Contractor's employees incurred in discharge of duties connected with the Work.
b. Cost, including transportation and maintenance, of all materials, supplies, equipment,
machinery, appliances, office, and temporary facilities at the Site, and hand tools not
owned by the workers, which are consumed in the performance of the Work, and cost,
less market value, of such items used but not consumed which remain the property of
Contractor.
c. Sales, consumer, use, and other similar taxes related to the Work, and for which
Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and
Regulations.
d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them may
be liable, and royalty payments and fees for permits and licenses.
e. Losses and damages (and related expenses) caused by damage to the Work, not
compensated by insurance or otherwise, sustained by Contractor in connection with the
performance of the Work, provided such losses and damages have resulted from causes
other than the negligence of Contractor, any Subcontractor, or anyone directly or
indirectly employed by any of them or for whose acts any of them may be liable. Such
losses shall include settlements made with the written consent and approval of City. No
such losses, damages, and expenses shall be included in the Cost of the Work for the
purpose of determining Contractor's fee.
f. The cost of utilities, fuel, and sanitary facilities at the Site.
g. Minor expenses such as telegrams, long distance telephone calls, telephone and
communication services at the Site, express and courier services, and similar petty cash
items in connection with the Work.
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h. The costs of premiums for all bonds and insurance Contractor is required by the Contract
Documents to purchase and maintain.
B. Costs Excluded: The term Cost of the Work shall not include any of the following items:
1. Payroll costs and other compensation of Contractor's officers, executives, principals (of
partnerships and sole proprietorships), general managers, safety managers, engineers,
architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents,
expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the
Site or in Contractor's principal or branch office for general administration of the Work and
not specifically included in the agreed upon schedule of job classifications referred to in
Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be
considered administrative costs covered by the Contractor's fee.
2. Expenses of Contractor's principal and branch offices other than Contractor's office at the
Site.
3. Any part of Contractor's capital expenses, including interest on Contractor's capital
employed for the Work and charges against Contractor for delinquent payments.
4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly
employed by any of them or for whose acts any of them may be liable, including but not
limited to, the correction of defective Work, disposal of materials or equipment wrongly
supplied, and making good any damage to property.
5. Other overhead or general expense costs of any kind.
C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee
shall be determined as set forth in the Agreement. When the value of any Work covered by a
Change Order for an adjustment in Contract Price is determined on the basis of Cost of the
Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C.
D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to
Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in
accordance with generally accepted accounting practices and submit in a form acceptable to City
an itemized cost breakdown together with supporting data.
11.02 Allowances
A. Specified Allowance: It is understood that Contractor has included in the Contract Price all
allowances so named in the Contract Documents and shall cause the Work so covered to be
performed for such sums and by such persons or entities as may be acceptable to City.
B. Pre -bid Allowances:
1. Contractor agrees that:
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a. the pre -bid allowances include the cost to Contractor of materials and equipment required
by the allowances to be delivered at the Site, and all applicable taxes; and
b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead,
profit, and other expenses contemplated for the pre -bid allowances have been included in
the allowances, and no demand for additional payment on account of any of the
foregoing will be valid.
C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole
use of City.
D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due
Contractor on account of Work covered by allowances, and the Contract Price shall be
correspondingly adjusted.
11.03 Unit Price Work
A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work,
initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to
the sum of the unit price for each separately identified item of Unit Price Work times the
estimated quantity of each item as indicated in the Agreement.
B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and determining an initial Contract Price. Determinations of the
actual quantities and classifications of Unit Price Work performed by Contractor will be made by
City subject to the provisions of Paragraph 9.05.
C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to
cover Contractor's overhead and profit for each separately identified item. Work described in the
Contract Documents, or reasonably inferred as required for a functionally complete installation,
but not identified in the listing of unit price items shall be considered incidental to unit price
work listed and the cost of incidental work included as part of the unit price.
D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if:
I. the quantity of any item of Unit Price Work performed by Contractor differs materially and
significantly from the estimated quantity of such item indicated in the Agreement; and
2. there is no corresponding adjustment with respect to any other item of Work.
E. Increased or Decreased Quantities: The City reserves the tight to order Extra Work in
accordance with Paragraph 10.01.
1. If the changes in quantities or the alterations do not significantly change the character of
work under the Contract Documents, the altered work will be paid for at the Contract unit
price.
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2. If the changes in quantities or alterations significantly change the character of work, the
Contract will be amended by a Change Order.
3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended
by a Change Order in accordance with Article 12.
4. A significant change in the character of work occurs when:
a. the character of work for any Item as altered differs materially in kind or nature from that
in the Contract or
b. a Major Item of work varies by more than 25% from the original Contract quantity.
5. When the quantity of work to be done under any Major Item of the Contract is more than
125% of the original quantity stated in the Contract, then either party to the Contract may
request an adjustment to the unit price on the portion of the work that is above 125%.
6. When the quantity of work to be done under any Major Item of the Contract is less than 75%
of the original quantity stated in the Contract, then either party to the Contract may request
an adjustment to the unit price.
11.04 Plans Quantity Measurement
A. Plans quantities may or may not represent the exact quantity of work performed or material
moved, handled, or placed during the execution of the Contract. The estimated bid quantities are
designated as final payment quantities, unless revised by the governing Section or this Article.
B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than
25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total
estimated quantity for an individual Item originally shown in the Contract Documents, an
adjustment may be made to the quantity of authorized work done for payment purposes. The
party to the Contract requesting the adjustment will provide field measurements and calculations
showing the final quantity for which payment will be made. Payment for revised quantity will be
made at the unit price bid for that Item, except as provided for in Article 10.
C. When quantities are revised by a change in design approved by the City, by Change Order, or to
correct an error, or to correct an error on the plans, the plans quantity will be increased or
decreased by the amount involved in the change, and the 25% variance will apply to the new
plans quantity.
D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than
$250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans
quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans
quantity.
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E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are
not applicable.
ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
12.01 Change of Contract Price
A. The Contract Price may only be changed by a Change Order.
B. The value of any Work covered by a Change Order will be determined as follows:
1. where the Work involved is covered by unit prices contained in the Contract Documents, by
application of such unit prices to the quantities of the items involved (subject to the
provisions of Paragraph 11.03); or
2. where the Work involved is not covered by unit prices contained in the Contract Documents,
by a mutually agreed lump sum or unit price (which may include an allowance for overhead
and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost
of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work;
or
3. where the Work involved is not covered by unit prices contained in the Contract Documents
and agreement to a lump sum or unit price is not reached under Paragraph 12.01.B.2, on the
basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a
Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C).
C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as
follows:
1. a mutually acceptable fixed fee; or
2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various
portions of the Cost of the Work:
a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.A.3, the
Contractor's additional fee shall be 15 percent except for:
1) rental fees for Contractor's own equipment using standard rental rates;
2) bonds and insurance;
b. for costs incurred under Paragraph 11.01.A.4 and 11.01.A.5, the Contractor's fee shall be
five percent (5%);
1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a
fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and
12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever
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tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under
Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and
Contractor will each be paid a fee of five percent (5%) of the amount paid to the next
lower tier Subcontractor, however in no case shall the cumulative total of fees paid be
in excess of 25%;
c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and
11.01.B;
d. the amount of credit to be allowed by Contractor to City for any change which results in
a net decrease in cost will be the amount of the actual net decrease in cost plus a
deduction in Contractor's fee by an amount equal to five percent (5%) of' such net
decrease.
12.02 Change of Contract Time
A. The Contract Time may only be changed by a Change Order.
B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless
the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project
Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or
claimed delay adversely affects the critical path.
12.03 Delays
A. Where Contractor is reasonably delayed in the performance or completion of any part of the
Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time
may be extended in an amount equal to the time lost due to such delay if a Contract Claim is
made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts
or neglect by City, acts or neglect of utility owners or other contractors performing other work as
contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God.
Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in
this Paragraph.
B. 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.
C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays
within the control of Contractor. Delays attributable to and within the control of a Subcontractor
or Supplier shall be deemed to be delays within the control of Contractor.
D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information or material, if any, which is to be furnished by the City.
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ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.01 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.
13.02 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.
13.03 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 acceptable to
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 13.03 D result in a "fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment 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.
F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense.
G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued
under Section 13.03 D.
13.04 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.
B. If City considers it necessary or advisable that covered Work be observed by City or inspected or
tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available
for observation, inspection, or testing as City may require, that portion of the Work in question,
furnishing all necessary labor, material, and equipment.
1. If it is found that the uncovered Work is defective, Contractor shall pay 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 uncovering, exposure, observation, inspection, and testing, and of
satisfactory replacement or reconstruction (including but not limited to all costs of repair or
replacement of work of others); or City shall be entitled to accept defective Work in
accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all
costs associated with exposing, observing, and testing the defective Work.
2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase
in the Contract Price or an extension of the Contract Time, or both, directly attributable to
such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction.
13.05 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
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Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of
any of them.
13.06 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 13.06 or Paragraph 13.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
13.07 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
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 6.10.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.
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C. In special circumstances where a particular item of equipment is placed in continuous service
before Final Acceptance of all the Work, the correction period for that item may start to run from
an earlier date if so provided in the Contract Documents.
D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 13.07, 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 should such
additional warranty coverage be required. Contractor may dispute this requirement by filing a
Contract Claim, pursuant to Paragraph 10.06.
E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or
warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a
waiver of, the provisions of any applicable statute of limitation or repose.
13.08 Acceptance of Defective Work
If, instead of requiring correction or removal and replacement of defective Work, City prefers to
accept it, City may do so. Contractor shall pay 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) attributable to City's evaluation of and determination to
accept such defective Work and for the diminished value of the Work to the extent not otherwise
paid by Contractor. If any such acceptance occurs prior to Final Acceptance, 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, reflecting the diminished
value of Work so accepted.
13.09 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
13.06.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, correct, or remedy any such deficiency.
B. In exercising the rights and remedies under this Paragraph 13.09, 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
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
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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 13.09.
ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION
14.01 Schedule of Values
The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve
as the basis for progress payments and will be incorporated into a form of Application for Payment
acceptable to City. Progress payments on account of Unit Price Work will be based on the number of
units completed.
14.02 Progress Payments
A. Applications for Payments:
I. Contractor is responsible for providing all information as required to become a vendor of the
City.
2. At least 20 days before the date established in the General Requirements for each progress
payment, Contractor shall submit to City for review an Application for Payment filled out
and signed by Contractor covering the Work completed as of the date of the Application and
accompanied by such supporting documentation as is required by the Contract Documents.
3. If payment is requested on the basis of materials and equipment not incorporated in the Work
but delivered and suitably stored at the Site or at another location agreed to in writing, the
Application for Payment shall also be accompanied by a bill of sale, invoice, or other
documentation warranting that City has received the materials and equipment free and clear
of all Liens and evidence that the materials and equipment are covered by appropriate
insurance or other arrangements to protect City's interest therein, all of which must be
satisfactory to City.
4. Beginning with the second Application for Payment, each Application shall include an
affidavit of Contractor stating that previous progress payments received on account of the
Work have been applied on account to discharge Contractor's legitimate obligations
associated with prior Applications for Payment.
5. The amount of retainage with respect to progress payments will be as stipulated in the
Contract Documents.
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B. Review of Applications:
1. City will, after receipt of each Application for Payment, either indicate in writing a
recommendation of payment or return the Application to Contractor indicating reasons for
refusing payment. In the latter case, Contractor may make the necessary corrections and
resubmit the Application.
2. City's processing of any payment requested in an Application for Payment will be based on
City's observations of the executed Work, and on City's review of the Application for
Payment and the accompanying data and schedules, that to the best of City's knowledge:
a. the Work has progressed to the point indicated;
b. the quality of the Work is generally in accordance with the Contract Documents (subject
to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance,
the results of any subsequent tests called for in the Contract Documents, a final
determination of quantities and classifications for Work performed under Paragraph 9.05,
and any other qualifications stated in the recommendation).
3. Processing any such payment will not thereby be deemed to have represented that:
a. inspections made to check the quality or the quantity of the Work as it has been
performed have been exhaustive, extended to every aspect of the Work in progress, or
involved detailed inspections of the Work beyond the responsibilities specifically
assigned to City in the Contract Documents; or
b. there may not be other matters or issues between the parties that might entitle Contractor
to be paid additionally by City or entitle City to withhold payment to Contractor, or
c. Contractor has complied with Laws and Regulations applicable to Contractor's
performance of the Work.
4. City may refuse to process the whole or any part of any payment because of subsequently
discovered evidence or the results of subsequent inspections or tests, and revise or revoke
any such payment previously made, to such extent as may be necessary to protect City from
loss because:
a. the Work is defective, or the completed Work has been damaged by the Contractor or his
subcontractors, requiring correction or replacement;
b. discrepancies in quantities contained in previous applications for payment;
c. the Contract Price has been reduced by Change Orders;
d. City has been required to correct defective Work or complete Work in accordance with
Paragraph 13.09; or
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e. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraph 15.02.A.
C. Retainage.•
I. For contracts less than $400,000 at the time of execution, retainage shall be ten percent
(10%).
2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent
(5%).
D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the
time specified in the Contract Documents, the sum per day specified in the Agreement, will be
deducted from the monies due the Contractor, not as a penalty, but as liquidated damages
suffered by the City.
E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment
will become due in accordance with the Contract Documents.
F. Reduction in Payment:
1. City may refuse to make payment of the amount requested because:
a. Liens have been filed in connection with the Work, except where Contractor has
delivered a specific bond satisfactory to City to secure the satisfaction and discharge of
such Liens;
b. there are other items entitling City to a set-off against the amount recommended; or
c. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraphs 14.02.B.4.a through I4.02.B.4.e or Paragraph 15.02.A.
2. If City refuses to make payment of the amount requested, City will give Contractor written
notice stating the reasons for such action and pay Contractor any amount remaining after
deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or
any adjustment thereto agreed to by City and Contractor, when Contractor remedies the
reasons for such action.
14.03 Contractor's Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment, whether incorporated in the Project or not, will pass to City no later than
the time of payment free and clear of all Liens.
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14.04 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.
14.05 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
I. 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.
B. No time charge will be made against the Contractor between said date of notification of the City
and the date of Final Inspection. Should the City determine that the Work is not ready for Final
Inspection, City will notify the Contractor in writing of the reasons and Contract Time will
resume.
14.06 Final Acceptance
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.
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14.07 Final Payment
A. Application for Payment:
1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for
final payment following the procedure for progress payments in accordance with the
Contract Documents.
2. The final Application for Payment shall be accompanied (except as previously delivered) by:
a. all documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
b. consent of the surety, if any, to final payment;
c. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
d. 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.
B. Payment Becomes Due:
1. After City's acceptance of the Application for Payment and accompanying documentation,
requested by Contractor, less previous payments made and any sum City is entitled,
including but not limited to liquidated damages, will become due and payable.
2. 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.
3. The making of the final payment by the City shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
14.08 Final Completion Delayed and Partial Retainage Release
A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon
receipt of Contractor's final Application for Payment, and without terminating the Contract,
make payment of the balance due for that portion of the Work fully completed and accepted. If
the remaining balance to be held by City for Work not fully completed or corrected is less than
the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in
Paragraph 5.02, the written consent of the surety to the payment of the balance due for that
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portion of the Work fully completed and accepted shall be submitted by Contractor to City with
the Application for such payment. Such payment shall be made under the terms and conditions
governing final payment, except that it shall not constitute a waiver of Contract Claims.
B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment
and maintenance, and test and performance periods following the completion of all other
construction in the Contract Documents for all Work locations, the City may release a portion of
the amount retained provided that all other work is completed as determined by the City. Before
the release, all submittals and final quantities must be completed and accepted for all other work.
An amount sufficient to ensure Contract compliance will be retained.
14.09 Waiver of Claims
The acceptance of final payment will constitute a release of the City from all claims or liabilities
under the Contract for anything done or furnished or relating to the work under the Contract
Documents or any act or neglect of City related to or connected with the Contract.
ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION
15.01 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 make no extra payment for stand-by
time of construction equipment and/or construction crews.
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
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.
D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the
necessary equipment to the job when it is determined by the City that construction may be
resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the
equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is
moved to another construction project for the City.
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15.02 City May Terminate for Cause
A. The occurrence of any one or more of the following events by way of example, but not of
limitation, may justify termination for cause:
1. Contractor's persistent failure to perform the Work in accordance with the Contract
Documents (including, but not limited to, failure to supply sufficient skilled workers or
suitable materials or equipment, failure to adhere to the Project Schedule established under
Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere
to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under
Paragraph 6.06.D);
2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction;
3. Contractor's repeated disregard of the authority of City; or
4. Contractor's violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor's failure to promptly make good any defect in materials or workmanship, or
defects of any nature, the correction of which has been directed in writing by the City; or
6. Substantial indication that the Contractor has made an unauthorized assignment of the
Contract or any funds due therefrom for the benefit of any creditor or for any other purpose;
or
7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise
financially unable to carry on the Work satisfactorily; or
8. Contractor commences legal action in a court of competent jurisdiction against the City.
B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written
notice to Contractor and Surety to arrange a conference with Contractor and Surety to address
Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after
receipt of notice.
I. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to
perform the construction Contract, the City may, to the extent permitted by Laws and
Regulations, declare a Contractor default and formally terminate the Contractor's right to
complete the Contract. Contractor default shall not be declared earlier than 20 days after the
Contractor and Surety have received notice of conference to address Contractor's failure to
perform the Work.
2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the
Work. If Surety does not commence performance thereof within 15 consecutive calendar
days after date of an additional written notice demanding Surety's performance of its
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obligations, then City, without process or action at law, may take over any portion of the
Work and complete it as described below.
a. If City completes the Work, City may exclude Contractor and Surety from the site and
take possession of the Work, and all materials and equipment incorporated into the Work
stored at the Site or for which City has paid Contractor or Surety but which are stored
elsewhere, and finish the Work as City may deem expedient.
3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any
further payment until the Work is finished. If the unpaid balance of the Contract Price
exceeds all claims, costs, losses and damages sustained by City arising out of or resulting
from completing the Work, such excess will be paid to Contractor. If such claims, costs,
losses and damages exceed such unpaid balance, Contractor shall pay the difference to City.
Such claims, costs, losses and damages incurred by City will be incorporated in a Change
Order, provided that when exercising any rights or remedies under this Paragraph, City shall
not be required to obtain the lowest price for the Work performed.
4. Neither City, nor any of its respective consultants, agents, officers, directors or employees
shall be in any way liable or accountable to Contractor or Surety for the method by which the
completion of the said Work, or any portion thereof, may be accomplished or for the price
paid therefor.
5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right
to recover damages from Contractor or Surety for Contractor's failure to timely complete the
entire Contract. Contractor shall not be entitled to any claim on account of the method used
by City in completing the Contract.
6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as
provided for in the bond requirements of the Contract Documents or any special guarantees
provided for under the Contract Documents or any other obligations otherwise prescribed by
law.
C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor
begins within seven days of receipt of notice of intent to terminate to correct its failure to
perform and proceeds diligently to cure such failure within no more than 30 days of receipt of
said notice.
D. Where Contractor's services have been so terminated by City, the termination will not affect any
rights or remedies of City against Contractor then existing or which may thereafter accrue. Any
retention or payment of moneys due Contractor by City will not release Contractor from liability.
E. If and to the extent that Contractor has provided a performance bond under the provisions of
Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this
Article.
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15.03 City May Terminate For Convenience
A. City may, without cause and without prejudice to any other right or remedy of City, terminate the
Contract. Any termination shall be effected by mailing a notice of the termination to the
Contractor specifying the extent to which performance of Work under the contract is terminated,
and the date upon which such termination becomes effective. Receipt of the notice shall be
deemed conclusively presumed and established when the letter is placed in the United States
Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and
established that such termination is made with just cause as therein stated; and no proof in any
claim, demand or suit shall be required of the City regarding such discretionary action.
B. After receipt of a notice of termination, and except as otherwise directed by the City, the
Contractor shall:
1. Stop work under the Contract on the date and to the extent specified in the notice of
termination;
2. place no further orders or subcontracts for materials, services or facilities except as may be
necessary for completion of such portion of the Work under the Contract as is not terminated;
3. terminate all orders and subcontracts to the extent that they relate to the performance of the
Work terminated by notice of termination;
4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any,
directed by the City:
a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and
other material produced as a part of, or acquired in connection with the performance of,
the Work terminated by the notice of the termination; and
b. the completed, or partially completed plans, drawings, information and other property
which, if the Contract had been completed, would have been required to be furnished to
the City.
5. complete performance of such Work as shall not have been terminated by the notice of
termination; and
6. take such action as may be necessary, or as the City may direct, for the protection and
preservation of the property related to its contract which is in the possession of the
Contractor and in which the owner has or may acquire the rest.
C. At a time not later than 30 days after the termination date specified in the notice of termination,
the Contractor may submit to the City a list, certified as to quantity and quality, of any or all
items of termination inventory not previously disposed of, exclusive of items the disposition of
which has been directed or authorized by City.
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D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list
submitted shall be subject to verification by the City upon removal of the items or, if the items
are stored, within 45 days from the date of submission of the list, and any necessary adjustments
to correct the list as submitted, shall be made prior to final settlement.
E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination
claim to the City in the form and with the certification prescribed by the City. Unless an
extension is made in writing within such 60 day period by the Contractor, and granted by the
City, any and all such claims shall be conclusively deemed waived.
F. In such case, Contractor shall be paid for (without duplication of any items):
1. completed and acceptable Work executed in accordance with the Contract Documents prior
to the effective date of termination, including fair and reasonable sums for overhead and profit on
such Work;
2. expenses sustained prior to the effective date of termination in performing services and
furnishing labor, materials, or equipment as required by the. Contract Documents in connection
with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses;
and
3. reasonable expenses directly attributable to termination.
G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid
to the Contractor by reason of the termination of the Work, the City shall determine, on the basis
of infonnation available to it, the amount, if any, due to the Contractor by reason of the
termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid
on account of loss of anticipated profits or revenue or other economic loss arising out of or
resulting from such termination.
ARTICLE 16 — DISPUTE RESOLUTION
16.01 Methods and Procedures
A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision
under Paragraph 10.06 before such decision becomes final and binding. The request for
mediation shall be submitted to the other party to the Contract. Timely submission of the request
shall stay the effect of Paragraph 10.06.E.
B. City and Contractor shall participate in the mediation process in good faith. The process shall be
commenced within 60 days of filing of the request.
C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a
denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after
termination of the mediation unless, within that time period, City or Contractor:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: Dki:anber21,2012
00 72 00-1
GENERAL CONDITIONS
Page 62 of 63
1. elects in writing to invoke any other dispute resolution process provided for in the
Supplementary Conditions; or
2. agrees with the other party to submit the Contract Claim to another dispute resolution
process; or
3. gives written notice to the other party of the intent to submit the Contract Claim to a court of
competent jurisdiction.
ARTICLE 17 — MISCELLANEOUS
17.01 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.
17.02 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.
17.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: De anber21, 2012
007200-I
GENERAL CONDITIONS
Page 63 of 63
17.04 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.
17.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CrrY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: Ikmnba2l, 2012
007300-1
SUPPLEMENTARY CONDITIONS
Page 1 of 6
1 SECTION 00 73 00
2 SUPPLEMENTARY CONDITIONS
3 TO
4 GENERAL CONDITIONS
5
6 Supplementary Conditions
7
8 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other
9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are
10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions
11 of the General Conditions which are not so modified or supplemented remain in full force and effect.
12
13 Defined Terms
14
15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the
16 meaning assigned to them in the General Conditions, unless specifically noted herein.
17
18 Modifications and Supplements
19
20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and
21 other Contract Documents.
22
23 SC-3.03B.2, "Resolving Discrepancies"
24
25 Plans govern over Specifications.
26
27 SC-4.01A
28
29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding.
30 Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the
31 Contract Drawings.
32
33 SC-4.01A.1., "Availability of Lands"
34
35 The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of
36 April 15, 2013:
37
38 Outstanding Right -Of -Way, and/or Easements to Be Acquired
PARCEL OWNER TARGET DATE
NUMBER OF POSSESSION
None
39 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
40 and do not bind the City.
41
42 If Contractor considers the final easements provided to differ materially from the representations on the
43 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work,
44 notify City in writing associated with the differing easement line locations.
45
46
47 SC-4.01A.2, "Availability of Lands"
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 1,2013
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Reject Number 01022
April 15, 2013
007300-2
SUPPLEMENTARY CONDITIONS
Page 2 of 6
1
2 Utilities or obstructions to be removed, adjusted, and/or relocated
3
4 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated
5 as of April 15, 2013:
6
EXPECTED UTILITY AND LOCATION TARGET DATE OF
OWNER
ADJUSTMENT
None
7 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
8 and do not bind the City.
9 SC-4.02A., "Subsurface and Physical Conditions"
10
11 The following are reports of explorations and tests of subsurface conditions at the site of the Work:
12
13 A geotechnical exploration report is available for review, Report No. HI 10005 , dated January 27 2011 ,
14 prepared by Addula Consulting Engineers, a sub -consultant of the RJN Group, a consultant of the City,
15 providing additional information on subsurface conditions on Part 1 of the M-210 Sewer Improvements
16 Project. A supplemental geotechnical report was also produced during the construction of the Part 1 project
17 and is available for review. This is Report No. 11-0278 , dated November 1, 2011 , prepared by
18 Gorrondona & Associates, Inc., another sub -consultant of the RJN Group. Please note that tnore
19 supplemental subsurface bores will be performed and analyzed prior to the initiation of construction of the
20 M-210 Sewer Improvements Part 3 Project. The geoteclmical report will be provided to the City and the
21 Contractor in July 2013 prior to the Part 3 pre -construction meeting in August 2013.
22
23 The following are drawings of physical conditions in or relating to existing surface and subsurface
24 structures (except Underground Facilities) which are at or contiguous or could be applicable to the site of
25 the Work:
26 1. Street Improvements Plans for Colonial Parkway from Country Club Circle to University Drive, 1966,
27 Prepared by City of Fort Worth Public Works Department.
28 2. Clear Fork Drainage Basin Improvements M-210 Sewer Improvements, Part 1 2011 Prepared by RJN
29 Group, Inc.
30 3. Clear Fork Drainage Basin Improvements M-210 Sewer Improvements, Part 2, 2012 Prepared by RJN
31 Group, Inc.
32 4. Mockingbird Lane Bridge, 1954, Prepared by City of Fort Worth Public Works Department
33 (subsurface bores).
34
35 SC-4.O6A., "Hazardous Environmental Conditions at Site"
36
37 The following are reports and drawings of existing hazardous environmental conditions known to the City:
38
39 None known
40 SC-5.03A., "Certificates of Insurance"
41
42 The entities listed below are "additional insureds as their interest may appear" including their respective
43 officers, directors, agents and employees.
44
45 (1) City of Fort Worth
46 (2) Consultant: RJN GROUP, INC.
47 (3) Other: None
48
49 SC-5.04A., "Contractor's Insurance"
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 1, 2013
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15, 2013
007300-3
SUPPLEMENTARY CONDITIONS
Page 3 of 6
1
2 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following
3 coverages for not Less than the following amounts or greater where required by laws and regulations:
4
5 5.04A. Workers' Compensation, under Paragraph GC-5.04A.
6
7 Statutory limits
8 Employer's liability
9 $100,000 each accident/occurrence
10 $100,000 Disease - each employee
11 $500,000 Disease - policy limit
12
13 SC-5.04B., "Contractor's Llsurance"
14
15 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance
16 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with
17 minimum limits of:
18
19 $1,000,000 each occurrence
20 $2,000,000 aggregate limit
21
22 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the
23 General Aggregate Limits apply separately to each job site.
24
25 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's.
26 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance.
27
28 SC 5.04C., "Contractor's Insurance"
29 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under
30 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts:
31
32 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto",
33 defined as autos owned, hired and non -owned.
34
35 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at
36 least:
37
38 $250,000 Bodily Injury per person /
39 $500,000 Bodily Injury per accident /
40 $100,000 Properly Damage
41
42 SC-5.04D., "Contractor's Insurance"
43
44 The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and
45 material deliveries to cross railroad properties and tracks: None
46
47 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with,
48 hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains
49 or other property. Such operations on railroad properties may require that Contractor to execute a "Right of
50 Entry Agreement" with the particular railroad company or companies involved, and to this end the
51 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute
52 the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate
53 to the Contractor's use of private and/or construction access roads crossing said railroad company's
54 properties.
55
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 1,2013
Clear Fork Drainage Basin M-210 Sewer Improvements —Part 3
City Project Number 01022
April 15,2013
007300-4
SUPPLEMENTARY CONDITIONS
Page 4 of 6
1 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide
2 coverage for not less than the following amounts, issued by companies satisfactory to the City and to the
3 Railroad Company for a term that continues for so long as the Contractor's operations and work cross,
4 occupy, or touch railroad property:
5
6 (1) General Aggregate: $ N/A
7
8 (2) Each Occurrence: $ N/A
9
10 Required for this Contract X Not required for this Contract
11
12 With respect to the above outlined insurance requirements, the following shall govern:
13
14 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in
15 the name of the railroad company. However, if more than one grade separation or at -grade
16 crossing is affected by the Project at entirely separate locations on the line or lines of the same
17 railroad company, separate coverage may be required, each in the amount stated above.
18
19 2. Where more than one railroad company is operating on the same right-of-way or where several
20 railroad companies are involved and operated on their own separate rights -of -way, the Contractor
21 may be required to provide separate insurance policies in the name of each railroad company.
22
23 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a
24 railroad company's right-of-way at a location entirely separate from the grade separation or at-
25 grade crossing, insurance coverage for this work must be included in the policy covering the grade
26 separation.
27
28 4. If no grade separation is involved but other work is proposed on a railroad company's right-of-
29 way, all such other work may be covered in a single policy for that railroad, even through the work
30 may be at two or more separate locations.
31
32 No work or activities on a railroad company's property to be performed by the Contractor shall be
33 commenced until the Contractor has furnished the City with an original policy or policies of the insurance
34 for each railroad company named, as required above. All such insurance must be approved by the City and
35 each affected Railroad Company prior to the Contractor's beginning work.
36
37 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way
38 has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition,
39 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way.
40 Such insurance must name the railroad company as the insured, together with any tenant or lessee of the
41 railroad company operating over tracks involved in the Project.
42
43 SC-6.04., "Project Schedule"
44
45 Project schedule shall be tier 3 for the project.
46
47 SC-6.07., "Wage Rates"
48
49 The following is the prevailing wage rate table(s) applicable to this project and is provided in the
50 Appendixes:
51
52 CFW Wage Rate Table 20080708.PDF
53
54 SC-6.09., "Permits and Utilities"
55
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April I, 2013
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
April 15,2013
007300-5
SUPPLEMENTARY CONDITIONS
Page 5 of 6
I SC-6.09A., "Contractor obtained permits and licenses"
2 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor:
3
4 Local Plumbing License for utility service work
5
6 SC-6.09B. "City obtained permits and licenses"
7 The following are known permits and/or licenses required by the Contract to be acquired by the City: None
8
9 SC-6.09C. "Outstanding permits and licenses"
10
11 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of April 15,
12 2013:
13
14 Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE
OF POSSESSION
None
15
16 SC-7.02., "Coordination"
17
18
19
20
The individuals or entities listed below have contracts with the City for the performance of other work at
the Site: None
Vendor
None
Scope of Work
Coordination Authority
21
22
23 SC-8.01, "Communications to Contractor"
24
25 Colonial Country Club Facilities Manager, Bill Ward at (817) 927-4266 shall be included in all
26 communications related to project coordination activities near the Colonial Country Club. The Contractor
27 shall also be prepared to keep the area Home Owner's Association(s) informed of the project construction
28 schedule. Lastly, close coordination with all residents along Country Club Circle will be required
29 throughout the construction of the 8-inch water line and service reconnections.
30
31 SC-9.01., "City's Project Representative"
32
33 The following firm is a consultant to the City responsible for construction management of this Project:
34
35 None
36
37
38
39 SC-I3.03C., "Tests and Inspections"
40
41 None
42
43 SC-16.0IC.1, "Methods and Procedures"
44
45 None
46
47
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 1,2013
Clear Fork D,ainage Basin M-210 Sewer Improvements— Part 3
City Project Nmnber 01022
April 15,2013
1
2 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 1, 2013
00 73 00-6
SUPPLEMENTARY CONDITIONS
Page 6 of 6
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15, 2013
Division 01
GENERAL REQUIREMENTS
2
3 PART 1- GENERAL
SECTION 01 11 00
SUMMARY OF WORK
01 I100-I
SUMMARY OF WORK
Page 1 of 3
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Summary of Work to be performed in accordance with the Contract Documents
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. Special Specification SS-5 Microtunneling is applicable to this project to cover a
9 potential method of construction and supplement City of Fort Worth
10 Specification 33 05 23_Hand Tunneling
11 2. Special Specification SS-4 Corrosion Resistant Additive to Concrete (ConShield)
12 will apply to this project, but it has not been formally accepted as a City of Fort
13 Worth Standard Specification at this time
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
16 2. Division 1 - General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Work Covered by Contract Documents
24 1. Work is to include furnishing all labor, materials, and equipment, and performing
25 all Work necessary for this construction project as detailed in the Drawings and
26 Specifications.
27 B. Subsidiary Work
28 1. Any and all Work specifically governed by documentary requirements for the
29 project, such as conditions imposed by the Drawings or Contract Documents in
30 which no specific item for bid has been provided for in the Proposal and the item is
31 not a typical unit bid item included on the standard bid item list, then the item shall
32 be considered as a subsidiary item of Work, the cost of which shall be included in
33 the price bid in the Proposal for various bid items.
34 C. Use of Premises
35 1. Coordinate uses of premises under direction of the City.
36 2. Assume full responsibility for protection and safekeeping of materials and
37 equipment stored on the Site.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15, 2013
011100-2
SUMMARY OF WORK
Page 2 of 3
1 3. Use and occupy only portions of the public streets and alleys, or other public places
2 or other rights -of -way as provided for in the ordinances of the City, as shown in the
3 Contract Documents, or as may be specifically authorized in writing by the City.
4 a. A reasonable amount of tools, materials, and equipment for construction
5 purposes may be stored in such space, but no more than is necessary to avoid
6 delay in the construction operations.
7 b. Excavated and waste materials shall be stored in such a way as not to interfere
8 with the use of spaces that may be designated to be left free and unobstructed
9 and so as not to inconvenience occupants of adjacent property.
10 c. If the street is occupied by railroad tracks, the Work shall be carried on in such
11 manner as not to interfere with the operation of the railroad.
12 1) All Work shall be in accordance with railroad requirements set forth in
13 Division 0 as well as the railroad permit.
14 D. Work within Easements
15 1. Do not enter upon private property for any purpose without having previously
16 obtained permission from the owner of such property.
17 2. Do not store equipment or material on private property unless and until the
18 specified approval of the property owner has been secured in writing by the
19 Contractor and a copy furnished to the City.
20 3. Unless specifically provided otherwise, clear all rights -of -way or easements of
21 obstructions which must be removed to make possible proper prosecution of the
22 Work as a part of the project construction operations.
23 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
24 lawns, fences, culverts, curbing, and all other types of structures or improvements,
25 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
26 appurtenances thereof, including the construction of temporary fences and to all
27 other public or private property adjacent to the Work.
28 5. Notify the proper representatives of the owners or occupants of the public or private
29 lands of interest in lands which might be affected by the Work.
30 a. Such notice shall be made at least 48 hours in advance of the beginning of the
31 Work.
32 b. Notices shall be applicable to both public and private utility companies and any
33 corporation, company, individual, or other, either as owners or occupants,
34 whose land or interest in land might be affected by the Work.
35 c. Be responsible for all damage or injury to property of any character resulting
36 from any act, omission, neglect, or misconduct in the manner or method or
37 execution of the Work, or at any time due to defective work, material, or
38 equipment.
39 6. Fence
40 a. Restore all fences encountered and removed during construction of the Project
41 to the original or a better than original condition.
42 b. Erect temporary fencing in place of the fencing removed whenever the Work is
43 not in progress and when the site is vacated overnight, and/or at all times to
44 provide site security.
45 c. The cost for all fence work within easements, including removal, temporary
46 closures and replacement, shall be subsidiary to the various items bid in the
47 project proposal, unless a bid item is specifically provided in the proposal.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15,2013
011100-3
SUMMARY OF WORK
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
13
Revision Log
DATE
NAME
SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number0I022
April 15, 2013
013300-1
SUBMITTALS
Page 1 of 8
1 SECTION 0133 00
2 SUBMITTALS
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. General methods and requirements of submissions applicable to the following
7 Work -related submittals:
8 a. Shop Drawings
9 b. Product Data (including Standard Product List submittals)
10 c. Samples
11 d. Mock Ups
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. Line 34, Page 7 — Item 1.5 SUBMITTALS has been modified to address Special
14 Specification SS-04, Corrosion Resistance Additive To Concrete
15 C. Related Specification Sections include, but are not necessarily limited to:
16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the
17 Contract
18 2. Division 1 — General Requirements
19 1.2 PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payment
21 1. Work associated with this Item is considered subsidiary to the various items bid.
22 No separate payment will be allowed for this Item.
23 1.3 REFERENCES (NOT USED]
24 1.4 ADMINISTRATIVE REQUIREMENTS
25 A. Coordination
26 1. Notify the City in writing, at the time of submittal, of any deviations in the
27 submittals from the requirements of the Contract Documents.
28 2. Coordination of Submittal Times
29 a. Prepare, prioritize and transmit each submittal sufficiently in advance of
30 performing the related Work or other applicable activities, or within the time
31 specified in the individual Work Sections, of the Specifications.
32 b. Contractor is responsible such that the installation will not be delayed by
33 processing times including, but not limited to:
34 a) Disapproval and resubmittal (if required)
35 b) Coordination with other submittals
36 c) Testing
37 d) Purchasing
38 e) Fabrication
39 f) Delivery
40 g) Similar sequenced activities
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15,2013
013300-2
SUBMITTALS
Page 2 of 8
1 C. No extension of time will be authorized because of the Contractor's failure to
2 transmit submittals sufficiently in advance of the Work.
3 d. Make submittals promptly in accordance with approved schedule, and in such
4 sequence as to cause no delay in the Work or in the work of any other
5 contractor.
6 B. Submittal Numbering
7 1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
8 reference identification numbering system in the following manner:
9 a. Use the first 6 digits of the applicable Specification Section Number.
10 b. For the next 2 digits number use numbers 01-99 to sequentially number each
11 initial separate item or drawing submitted under each specific Section number.
12 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (Le.
13 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
14 submittal number would be as follows:
15
16 03 30 00-08-B
17
18 1) 03 30 00 is the Specification Section for Concrete
19 2) 08 is the eighth initial submittal under this Specification Section
20 3) B is the third submission (second resubmission) of that particular shop
21 drawing
22 C. Contractor Certification
23 1. Review shop drawings, product data and samples, including those by
24 subcontractors, prior to submission to determine and verify the following:
25 a. Field measurements
26 b. Field construction criteria
27 c. Catalog numbers and similar data
28 d. Conformance with the Contract Documents
29 2. Provide each shop drawing, sample and product data submitted by the Contractor
30 with a Certification Statement affixed including:
31 a. The Contractor's Company name
32 b. Signature of submittal reviewer
33 c. Certification Statement
34 1) "By this submittal, I hereby represent that I have determined and verified
35 field measurements, field construction criteria, materials, dimensions, catalog
36 numbers and similar data and I have checked and coordinated each item with
37 other applicable approved shop drawings."
38 D. Submittal Format
39 1. Fold shop drawings larger than 8 %2 inches x 11 inches to 8 % inches x 11 inches.
40 2. Bind shop drawings and product data sheets together.
41 3. Order
42 a. Cover Sheet
43 1) Description of Packet
44 2) Contractor Certification
45 b. List of items / Table of Contents
46 c. Product Data /Shop Drawings/Samples /Calculations
47 E. Submittal Content
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15, 2013
01 33 00 - 3
SUBMITTALS
Page 3 of 8
1 1. The date of submission and the dates of any previous submissions
2 2. The Project title and number
3 3. Contractor identification
4 4. The names of:
5 a. Contractor
6 b. Supplier
7 c. Manufacturer
8 5. Identification of the product, with the Specification Section number, page and
9 paragraph(s)
10 6. Field dimensions, clearly identified as such
11 7. Relation to adjacent or critical features of the Work or materials
12 8. Applicable standards, such as ASTM or Federal Specification numbers
13 9. Identification by highlighting of deviations from Contract Documents
14 10. Identification by highlighting of revisions on resubmittals
15 11. An 8-inch x 3-inch blank space for Contractor and City stamps
16 F. Shop Drawings
17 I . As specified in individual Work Sections includes, but is not necessarily limited
18 to:
19 a. Custom -prepared data such as fabrication and erection/installation (working)
20 drawings
21 b. Scheduled information
22 c. Setting diagrams
23 d. Actual shopwork manufacturing instructions
24 e. Custom templates
25 f. Special wiring diagrams
26 g. Coordination drawings
27 h. Individual system or equipment inspection and test reports including:
28 1) Performance curves and certifications
29 i. As applicable to the Work
30 2. Details
31 a. Relation of the various parts to the main members and lines of the structure
32 b. Where correct fabrication of the Work depends upon field measurements
33 I) Provide such measurements and note on the drawings prior to submitting
34 for approval.
35 G. Product Data
36 1. For submittals of product data for products included on the City's Standard
37 Product List, clearly identify each item selected for use on the Project.
38 2. For submittals of product data for products not included on the City's Standard
39 Product List, submittal data may include, but is not necessarily limited to:
40 a. Standard prepared data for manufactured products (sometimes referred to as
41 catalog data)
42 1) Such as the manufacturer's product specification and installation
43 instructions
44 2) Availability of colors and patterns
45 3) Manufacturer's printed statements of compliances and applicability
46 4) Roughing -in diagrams and templates
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20,2012
Clear Folk Drainage Basin M-210 Sewer I nprovements - Part 3
City Project Number 01022
April -I5, 2013
01 33 00 - 4
SUBMITTALS
Page 4 of 8
1 5) Catalog cuts
2 6) Product photographs
3 7) Standard wiring diagrams
4 8) Printed performance curves and operational -range diagrams
5 9) Production or quality control inspection and test reports and certifications
6 10) Mill reports
7 11) Product operating and maintenance instructions and recommended
8 spare -parts listing and printed product warranties
9 12) As applicable to the Work
10 H. Samples
11 1. As specified in individual Sections, include, but are not necessarily limited to:
12 a. Physical examples of the Work such as:
13 1) Sections of manufactured or fabricated Work
14 2) Small cuts or containers of materials
15 3) Complete units of repetitively used products color/texture/pattern swatches
16 and range sets
17 4) Specimens for coordination of visual effect
18 5) Graphic symbols and units of Work to be used by the City for independent
19 inspection and testing, as applicable to the Work
20 I. Do not start Work requiring a shop drawing, sample or product data nor any material to
21 be fabricated or installed prior to the approval or qualified approval of such item.
22 1. Fabrication performed, materials purchased or on -site construction accomplished
23 which does not conform to approved shop drawings and data is at the Contractor's
24 risk.
25 2. The City will not be liable for any expense or delay due to corrections or remedies
26 required to accomplish conformity.
27 3. Complete project Work, materials, fabrication, and installations in conformance
28 with approved shop drawings, applicable samples, and product data.
29 J. Submittal Distribution
30 1. Electronic Distribution
31 a. Confirm development of Project directory for electronic submittals to be
32 uploaded to City's Buzzsaw site, or another external FTP site approved by the
33 City.
34 b. Shop Drawings
35 1) Upload submittal to designated project directory and notify appropriate
36 City representatives via email of submittal posting.
37 2) Hard Copies
38 a) 3 copies for all submittals
39 b) If Contractor requires more than 1 hard copy of Shop Drawings
40 returned, Contractor shall submit more than the number of copies listed
41 above.
42 c. Product Data
43 I) Upload submittal to designated project directory and notify appropriate
44 City representatives via email of submittal posting.
45 2) Hard Copies
46 a) 3 copies for all submittals
47 d. Samples
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part
City Project Number 01022
April 15, 2013
013300-5
SUBMITTALS
Page 5 of 8
1 1) Distributed to the Project Representative
2 2. Hard Copy Distribution (if required in lieu of electronic distribution)
3 a. Shop Drawings
4 1) Distributed to the City
5 2) Copies
6 a) 8 copies for mechanical submittals
7 b) 7 copies for all other submittals
8 c) If Contractor requires more than 3 copies of Shop Drawings returned,
9 Contractor shall submit more than the number of copies listed above.
10 b. Product Data
11 1) Distributed to the City
12 2) Copies
13 a) 4 copies
14 c. Samples
15 1) Distributed to the Project Representative
16 2) Copies
17 a) Submit the number stated in the respective Specification Sections.
18 3. Distribute reproductions of approved shop drawings and copies of approved
19 product data and samples, where required, to the job site file and elsewhere as
20 directed by the City.
21 a. Provide number of copies as directed by the City but not exceeding the number
22 previously specified.
23 K. Submittal Review
24 I. The review of shop drawings, data and samples will be for general conformance
25 with the design concept and Contract Documents. This is not to be construed as:
26 a. Permitting any departure from the Contract requirements
27 b. Relieving the Contractor of responsibility for any errors, including details,
28 dimensions, and materials
29 c. Approving departures from details furnished by the City, except as otherwise
30 provided herein
31 2. The review and approval of shop drawings, samples or product data by the City
32 does not relieve the Contractor from his/her responsibility with regard to the
33 fulfillment of the terms of the Contract.
34 a. All risks of error and omission are assumed by the Contractor, and the City will
35 have no responsibility therefore.
36 3. The Contractor remains responsible for details and accuracy, for coordinating the
37 Work with all other associated work and trades,' for selecting fabrication
38 processes, for techniques of assembly and for performing Work in a safe manner.
39 4. If the shop drawings, data or samples as submitted describe variations and show a
40 departure from the Contract requirements which City finds to be in the interest of
41 the City and to be so minor as not to involve a change in Contract Price or time
42 for performance, the City may return the reviewed drawings without noting an
43 exception.
44 5. Submittals will be returned to the Contractor under 1 of the following codes:
45 a. Code 1
46 I) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
47 comments on the submittal.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15,2013
013300-6
SUBMITTALS
Page 6 of 8
1 a) When returned under this code the Contractor may release the
2 equipment and/or material for manufacture.
3 b. Code 2
4 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
5 the notations and comments IS NOT required by the Contractor.
6 a) The Contractor may release the equipment or material for manufacture;
7 however, all notations and comments must be incorporated into the final
8 product.
9 c. Code 3
10 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
11 assigned when notations and comments are extensive enough to require a
12 resubmittal of the package.
13 a) The Contractor may release the equipment or material for manufacture;
14 however, all notations and continents must be incorporated into the final
15 product.
16 b) This resubmittal is to address all comments, omissions and
17 non -conforming items that were noted.
18 c) Resubmittal is to be received by the City within 15 Calendar Days of
19 the date of the City's transmittal requiring the resubmittal.
20 d. Code 4
21 1) "NOT APPROVED" is assigned when the submittal does not meet the
22 intent of the Contract Documents.
23 a) The Contractor must resubmit the entire package revised to bring the
24 submittal into conformance.
25 b) It may be necessary to resubmit using a different manufacturer/vendor
26 to meet the Contract Documents.
27 6. Resubmittals
28 a. Handled in the same manner as first submittals
29 1) Corrections other than requested by the City
30 2) Marked with revision triangle or other similar method
31 a) At Contractor's risk if not marked
32 b. Submittals for each item will be reviewed no more than twice at the City's
33 expense.
34 1) All subsequent reviews will be performed at times convenient to the City
35 and at the Contractor's expense, based on the City's or City Representative's
36 then prevailing rates.
37 2) Provide Contractor reimbursement to the City within 30 Calendar Days for
38 all such fees invoiced by the City.
39 c. The need for more than 1 resubmission or any other delay in obtaining City's
40 review of submittals, will not entitle the Contractor to an extension of Contract
41 Time.
42 7. Partial Submittals
43 a. City reserves the right to not review submittals deemed partial, at the City's
44 discretion.
45 b. Submittals deemed by the City to be not complete will be returned to the
46 Contractor, and will be considered "Not Approved" until resubmitted.
47 c. The City may at its option provide a list or mark the submittal directing the
48 Contractor to the areas that are incomplete.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15, 2013
013300-1
SUBMITTALS
Page 7 of 8
1 8. If the Contractor considers any correction indicated on the shop drawings to
2 constitute a change to the Contract Documents, then written notice must be
3 provided thereof to the City at least 7 Calendar Days prior to release for
4 manufacture.
5 9. When the shop drawings have been completed to the satisfaction of the City, the
6 Contractor may carry out the construction in accordance therewith and no further
7 changes therein except upon written instructions from the City.
8 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
9 following receipt of submittal by the City.
10 L. Mock ups
11 1. Mock Up units as specified in individual Sections, include, but are not necessarily
12 limited to, complete units of the standard of acceptance for that type of Work to
13 be used on the Project. Remove at the completion of the Work or when directed.
14 M. Qualifications
15 1. If specifically required in other Sections of these Specifications, submit a P.E.
16 Certification for each item required.
17 N. Request for Information (RFI)
18 1. Contractor Request for additional information
19 a. Clarification or interpretation of the contract documents
20 b. When the Contractor believes there is a conflict between Contract Documents
21 c. When the Contractor believes there is a conflict between the Drawings and
22 Specifications
23 1) Identify the conflict and request clarification
24 2. Use the Request for Information (RFI) form provided by the City.
25 3. Numbering of RFI
26 a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and
27 increasing sequentially with each additional transmittal.
28 4. Sufficient information shall be attached to permit a written response without
29 further information.
30 5. The City will log each request and will review the request.
31 a. If review of the project information request indicates that a change to the
32 Contract Documents is required, the City will issue a Field Order or Change
33 Order, as appropriate.
34 1.5 SUBMITTALS
35 A. Special Specification SS-04, Corrosion Resistance Additive To Concrete is included
36 on this project. A project submittal associated with the concrete mix designs
37 proposed for the structures (manholes) to the ENGINEER for review is required.
38 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
39 1.7 CLOSEOUT SUBMITTALS [NOT USED]
40 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
41 1.9 QUALITY ASSURANCE [NOT USED]
42 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Pait 3
City Project Number 01022
April 15, 2013
01 3300-8
SUBMITTALS
Page 8 of 8
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3 - EXECUTION [NOT USED]
5 END OF SECTION
6
Revision Log
DATE
NAME
SUMMARY OF CHANGE
12/20/2012
D. Johnson
I.4.K.8. Working Days modified to Calendar Days
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Pail 3
City Project Number 01022
April 15, 2013
1
2
3 PART 1- GENERAL
SECTION 01 35 13
SPECIAL PROJECT PROCEDURES
013513-1
SPECIAL PROJECT PROCEDURES
Page I of 8
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedures for special project circumstances that includes, but is not limited to:
7 a. Coordination with the Texas Department of Transportation
8 b. Work near High Voltage Lines
9 c. Confined Space Entry Program
10 d. Air Pollution Watch Days
11 e. Use of Explosives, Drop Weight, Etc.
12 f. Water Department Notification
13 g. Public Notification Prior to Beginning Construction
14 h. Coordination with United States Army Corps of Engineers
15 i. Coordination within Railroad permits areas
16 j. Dust Control
17 k. Employee Parking
18 B. Deviations from this City of Fort Worth Standard Specification
19 1. Contractor must coordinate his project schedule and construction activities with
20 the Colonial Country Club Facilities Manager, Bill Ward and the Home Owners
21 Association for the M-210 Sewer Improvements — Part 3 Project, especially
22 regarding tite construction of the proposed waterline improvements in Country
23 Club Circle.
24 C. Related Specification Sections include, but are not necessarily limited to:
25 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
26 2. Division 1 — General Requirements
27 3. Section 33 12 25 — Connection to Existing Water Mains
28 1.2 PRICE AND PAYMENT PROCEDURES
29 A. Measurement and Payment
30 1. Coordination within Railroad permit areas
31 a. Measurement
32 1) Measurement for this Item will be by lump sum.
33 b. Payment
34 1) The work performed and materials furnished in accordance with this Item
35 will be paid for at the lump sum price bid for Railroad Coordination.
36 c. The price bid shall include:
37 1) Mobilization
38 2) Inspection
39 3) Safety training
40 4) Additional Insurance
41 5) Insurance Certificates
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15, 2013
01 35 13 -2
SPECIAL PROJECT PROCEDURES
Page 2 of 8
1 6) Other requirements associated with general coordination with Railroad,
2 including additional employees required to protect the right-of-way and
3 property of the Railroad from damage arising out of and/or from the
4 construction of the Project.
5 2. Railroad Flagmen
6 a. Measurement
7 1) Measurement for this Item will be per working day.
8 b. Payment
9 1) The work performed and materials furnished in accordance with this Item
10 will be paid for each working day that Railroad Flagmen are present at the
11 Site.
12 c. The price bid shall include:
13 1) Coordination for scheduling flagmen
14 2) Flagmen
15 3) Other requirements associated with Railroad
16 3. All other items
17 a. Work associated with these Items is considered subsidiary to the various Items
18 bid. No separate payment will be allowed for this Item.
19 1.3 REFERENCES
20 A. Reference Standards
21 1. Reference standards cited in this Specification refer to the current reference
22 standard published at the time of the latest revision date logged at the end of this
23 Specification, unless a date is specifically cited.
24 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
25 High Voltage Overhead Lines.
26 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction
27 Specification
28 1.4 ADMINISTRATIVE REQUIREMENTS
29 A. Coordination with the Texas Department of Transportation
30 1. When work in the right-of-way which is under the jurisdiction of the Texas
31 Department of Transportation (TxDOT):
32 a. Notify the Texas Department of Transportation prior to commencing any work
33 therein in accordance with the provisions of the permit
34 b. All work performed in the TxDOT right-of-way shall be performed in
35 compliance with and subject to approval from the Texas Department of
36 Transportation
37 B. Work near High Voltage Lines
38 1. Regulatory Requirements
39 a. All Work near High Voltage Lines (more than 600 volts measured between
40 conductors or between a conductor and the ground) shall be in accordance with
41 Health and Safety Code, Title 9, Subtitle A, Chapter 752.
42 2. Warning sign
43 a. Provide sign of sufficient size meeting all OSHA requirements.
44 3. Equipment operating within 10 feet of high voltage lines will require the following
45 safety features
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15, 2013
01 35 13 -3
SPECIAL PROJECT PROCEDURES
Page 3 of 8
t a. Insulating cage -type of guard about the boom or arm
2 b. Insulator links on the lift hook connections for back hoes or dippers
3 c. Equipment must meet the safety requirements as set forth by OSHA and the
4 safety requirements of the owner of the high voltage lines
5 4. Work within 6 feet of high voltage electric lines
6 a. Notification shall be given to:
7 1) The power company (example: ONCOR)
8 a) Maintain an accurate log of all such calls to power company and record
9 action taken in each case.
10 b. Coordination with power company
11 1) After notification coordinate with the power company to:
12 a) Erect temporary mechanical barriers, de -energize the lines, or raise or
13 lower the lines
14 c. No personnel may work within 6 feet of a high voltage line before the above
15 requirements have been met.
16 C. Confined Space Entry Program
17 1. Provide and follow approved Confined Space Entry Program in accordance with
18 OSHA requirements.
19 2. Confined Spaces include:
20 a. Manholes
21 b. All other confined spaces in accordance with OSHA's Permit Required for
22 Confined Spaces
23 D. Air Pollution Watch Days
24 1. General
25 a. Observe the following guidelines relating to working on City construction sites
26 on days designated as "AIR POLLUTION WATCH DAYS".
27 b. Typical Ozone Season
28 1) May 1 through October 31.
29 c. Critical Emission Time
30 1) 6:00 a.m. to 10:00 a.m.
31 2. Watch Days
32 a. The Texas Commission on Environmental Quality (TCEQ), in coordination
33 with the National Weather Service, will issue the Air Pollution Watch by 3:00
34 p.m. on the afternoon prior to the WATCH day.
35 b. Requirements
36 1) Begin work after 10:00 a.m. whenever construction phasing requires the
37 use of motorized equipment for periods in excess of 1 hour.
38 2) However, the Contractor may begin work prior to 10:00 a.m. if:
39 a) Use of motorized equipment is less than 1 hour, or
40 b) If equipment is new and certified by EPA as "Low Emitting", or
41 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or
42 alternative fuels such as CNG.
43 E. TCEQ Air Permit
44 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ.
45 F. Use of Explosives, Drop Weight, Etc.
46 1. When Contract Documents permit on the project the following will apply:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15, 2013
01 35 13 -4
SPECIAL PROJECT PROCEDURES
Page 4 of 8
1 a. Public Notification
2 1) Submit notice to City and proof of adequate insurance coverage, 24 hours
3 prior to commencing.
4 2) Minimum 24 hour public notification in accordance with Section 01 31 13
5 G. Water Department Coordination
6 1. During the construction of this project, it will be necessary to deactivate, for a
7 period of time, existing lines. The Contractor shall be required to coordinate with
8 the Water Department to determine the best times for deactivating and activating
9 those lines.
10 2. Coordinate any event that will require connecting to or the operation of an existing
l 1 City water line system with the City's representative.
12 a. Coordination shall be in accordance with Section 33 12 25.
13 b. If needed, obtain a hydrant water meter from the Water Department for use
14 during the life of named project.
15 c. In the event that a water valve on an existing live system be turned off and on
16 to accommodate the constmction of the project is required, coordinate this
17 activity through the appropriate City representative.
18 1) Do not operate water line valves of existing water system.
19 a) Failure to comply will render the Contractor in violation of Texas Penal
20 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor
21 will be prosecuted to the full extent of the law.
22 b) In addition, the Contractor will assume all liabilities and
23 responsibilities as a result of these actions.
24 H. Public Notification Prior to Beginning Construction
25 1. Prior to beginning construction on any block in the project, on a block by block
26 basis, prepare and deliver a notice or flyer of the pending construction to the front
27 door of each residence or business that will be impacted by construction. The notice
28 shall be prepared as follows:
29 a. Post notice or flyer 7 days prior to beginning any construction activity on each
30 block in the project area.
31 1) Prepare flyer on the Contractor's letterhead and include the following
32 information:
33 a) Name of Project
34 b) City Project No (CPN)
35 c) Scope of Project (i.e. type of construction activity)
36 d) Actual construction duration within the block
37 e) Name of the contractor's foreman and phone number
38 f) Name of the City's inspector and phone number
39 g) City's after-hours phone number
40 2) A sample of the `pre -construction notification' flyer is attached as Exhibit
41 A.
42 3) Submit schedule showing the construction start and finish time for each
43 block of the project to the inspector.
44 4) Deliver flyer to the City Inspector for review prior to distribution.
45 b. No construction will be allowed to begin on any block until the flyer is
46 delivered to all residents of the block.
47 I. Public Notification of Temporary Water Service Interruption during Construction
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15,2013
013513-5
SPECIAL PROJECT PROCEDURES
Page 5 of 8
1 1. In the event it becomes necessary to temporarily shut down water service to
2 residents or businesses during construction, prepare and deliver a notice or flyer of
3 the pending interruption to the front door of each affected resident.
4 2. Prepared notice as follows:
5 a. The notification or flyer shall be posted 24 hours prior to the temporary
6 interruption.
7 b. Prepare flyer on the contractor's letterhead and include the following
8 information:
9 1) Name of the project
10 2) City Project Number
11 3) Date of the interruption of service
12 4) Period the interruption will take place
13 5) Name of the contractor's foreman and phone number
14 6) Name of the City's inspector and phone number
15 c. A sample of the temporary water service interruption notification is attached as
16 Exhibit B.
17 d. Deliver a copy of the temporary interruption notification to the City inspector
18 for review prior to being distributed.
19 e. No interruption of water service can occur until the flyer has been delivered to
20 all affected residents and businesses.
21 f. Electronicversionsof the sample flyers can be obtained from the Project
22 Construction Inspector.
23 J. Coordination with United States Army Corps of Engineers (USACE)
24 1. At locations in the Project where construction activities occur in areas where
25 USACE permits are required, meet all requirements set forth in each designated
26 permit.
27 K. Coordination within Railroad Permit Areas
28 1. At locations in the project where construction activities occur in areas where
29 railroad permits are required, meet all requirements set forth in each designated
30 railroad permit. This includes, but is not limited to, provisions for:
31 a. Flagmen
32 b. Inspectors
33 c. Safety training
34 d. Additional insurance
35 e. Insurance certificates
36 f. Other employees required to protect the right-of-way and property of the
37 Railroad Company from damage arising out of and/or from the construction of
38 the project. Proper utility clearance procedures shall be used in accordance
39 with the permit guidelines.
40 2. Obtain any supplemental information needed to comply with the railroad's
41 requirements.
42 3. Railroad Flagmen
43 a. Submit receipts to City for verification of working days that railroad flagmen
44 were present on Site.
45 L. Dust Control
46 1. Use acceptable measures to control dust at the Site.
47 a. If water is used to control dust, capture and properly dispose of waste water.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Pail 3
City Project Number 01022
April 15,2013
01 35 13 -6
SPECIAL PROJECT PROCEDURES
Page 6 of 8
l b. If wet saw cutting is performed, capture and properly dispose of slurry.
2 M. Employee Parking
3 1. Provide parking for employees at locations approved by the City.
4 N. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean
5 Construction Specification [if required for the project — verify with City]
6 1. Comply with equipment, operational, reporting and enforcement requirements set
7 forth in NCTCOG's Clean Construction Specification.}
8 1.5 SUBMITTALS [NOT USED]
9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
10 1.7 CLOSEOUT SUBMITTALS [NOT USED]
11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
12 1.9 QUALITY ASSURANCE [NOT USED]
13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
14 1.11 FIELD [SITE] CONDITIONS [NOT USED]
15 1.12 WARRANTY [NOT USED]
16 PART 2 - PRODUCTS [NOT USED]
17 PART 3 - EXECUTION [NOT USED]
18 END OF SECTION
19
Revision Log
DATE
NAME
SUMMARY OF CHANGE
8/31/2012
D. Johnson
1.4.B — Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15, 2013
013513-7
SPECIAL PROJECT PROCEDURES
Page 7 of 8
1 EXHIBIT A
2 (To be printed on Contractor's Letterhead)
3
4
5
6 Date:
7
8 CPN No.:
9 Project Name:
10 Mapsco Location:
11 Limits of Construction:
12
13
14
15
16
17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
19 PROPERTY.
20
21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
22 OF THIS NOTICE.
23
24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
25 ISSUE, PLEASE CALL:
26
27
28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.>
29
30 OR
31
32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
33
34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
35
1
36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15,2013
Date:
EXHIBIT B
FORT WORTH
DOE MO. Xx.xx
Project Name:
01 35 13 -8
SPECIAL PROJECT PROCEDURES
Page 8 of 8
NOTICE OP TEMPORARY WATER SERVICE
INTERRUPTION
DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR
WATER SERVICE WILL BE INTERRUPTED ON
BETWEEN THE HOURS OF AND
IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL:
MR. AT
(CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER)
OR
MR.
AT
(CITY INSPECTOR) (TELEPRONE NUMBER)
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU,
CONTRACTOR
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Nmnber 01022
April 15, 2013
1
2
SECTION 01 60 00
PRODUCT REQUIREMENTS
016000-1
PRODUCT REQUIREMENTS
Page 1 of 2
3 PART 1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. References for Product Requirements and City Standard Products List
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. Special Specification SS-4 Corrosion Resistant Additive to Concrete (ConShield)
9 will apply to this project, but it has not been formally accepted as a City of Fort
10 Worth Standard Specification at this time
11 C. Related Specification Sections include, but are not necessarily limited to:
12 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
13 2. Division 1 — General Requirements
14 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
15 1.3 REFERENCES [NOT USED]
16 1.4 ADMINISTRATIVE REQUIREMENTS
17 A. A list of City approved products for use is located on Buzzsaw as follows:
18 1. Resources\02 - Construction Documents\Standard Products List
19 B. Only products specifically included on City's Standard Product List in these Contract
20 Documents shall be allowed for use on the Project.
21 1. Any subsequently approved products will only be allowed for use upon specific
22 approval by the City.
23 C. Any specific product requirements in the Contract Documents supersede similar
24 products included on the City's Standard Product List.
25 1. The City reserves the right to not allow products to be used for certain projects even
26 though the product is listed on the City's Standard Product List.
27 D. Although a specific product is included on City's Standard Product List, not all
28 products from that manufacturer are approved for use, including but not limited to, that
29 manufacturer's standard product.
30 E. See Section 01 33 00 for submittal requirements of Product Data included on City's
31 Standard Product List.
32 1.5 SUBMITTALS [NOT USED]
33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
34 1.7 CLOSEOUT SUBMITTALS [NOT USED]
35 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15,2013
1 1.9 QUALITY ASSURANCE [NOT USED]
2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
3 1.11 FIELD [SITE] CONDITIONS [NOT USED]
4 1.12 WARRANTY [NOT USED]
5 PART 2 - PRODUCTS [NOT USED]
6 PART 3 - EXECUTION [NOT USED]
7 END OF SECTION
8
016000-2
PRODUCT REQUIREMENTS
Page 2 of 2
Revision Log
DATE
NAME
SUMMARY OF CHANGE
10/12/12
D. Johnson
Modified Location of City's Standard Product List
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATIONDOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 011M
April 15,2013
Division 02
EXISTING CONDITIONS
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
024114-1
UTILITY REMOVAL/ABANDONMENT
Page 1 of 17
OSECTION 02 41 14
UTILITY REMOVAL/ABANDONMENT
5 A. Section Includes:
6 1. Direction for the removal, abandonment or salvaging of the following utilities:
7 a. Cathodic Protection Test Stations
8 b. Water Lines
9 c. Gate Valves
10 d. Water Valves
11 e. Fire Hydrants
12 f. Water Meters and Meter Box
13 g. Water Sampling Station
14 h. Concrete Water Vaults
15 i. Sanitary Sewer Lines
16 j. Sanitary Sewer Manholes
17 k. Sanitary Sewer Junction Boxes
18 1. Storm Sewer Lines
19 m. Storm Sewer Manhole Risers
20 n. Storm Sewer Junction Boxes
21 o. Storm Sewer Inlets
22 p. Box Culverts
23 q. Headwalls and Safety End Treatments
24 r. Trench Drains
25 B. Deviations from this City of Fort Worth Standard Specification
26 I. Unless otherwise stated on the construction drawings and specific project
27 contract documents (bid proposal form), the demolition, abandonment and
28 removal of all buried utilities and appurtenances for the existing sanitary sewer,
29 water and storm sewer systems as identified on the construction plans and
30 impacted by the utility trench shall be considered as subsidiary to other items bid.
31 This also includes the removal of any driveways and sidewalks that are affected
32 by the utility trench.
33 C. Related Specification Sections include, but are not necessarily limited to:
34 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
35 2. Division 1 — General Requirements
36 3. Section 03 34 13 — Controlled Low Strength Material (CLSM)
37 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill
38 5. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate
39 6. Section 33 11 11 — Ductile Iron Fittings
40 7. Section 33 11 13 — Concrete Pressure Pipe, Bar -wrapped, Steel Cylinder Type
41 8. Section 33 11 14 — Buried Steel Pipe and Fittings
42 9. Section 33 12 25 — Connection to Existing Water Mains
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15,2013
02 41 14 - 2
UTILITY REMOVAL/ABANDONMENT
Page 2 of 17
1 1.2 PRICE AND PAYMENT PROCEDURES
2 A. Utility Lines
3 1. Abandonment of Utility Line by Grouting
4 a. Measurement
5 1) Measurement for this Item shall be per cubic yard of existing utility line to
6 be grouted. Measure by tickets showing cubic yards of grout applied.
7 b. Payment
8 1) The work performed and materials furnished in accordance with this Item
9 and measured as provided under "Measurement' shall be paid for at the
10 unit price per cubic yard of "Line Grouting" for:
11 a) Various types of utility line
12 c. The price bid shall include:
13 1) Low density cellular grout or CLSM
14 2) Water
15 3) Pavement removal
16 4) Excavation
17 5) Hauling
18 6) Disposal of excess materials
19 7) Furnishing, placement and compaction of backfill
20 8) Clean-up
21 2. Utility Line Removal, Separate Trench
22 a. Measurement
23 1) Measurement for this Item shall be per linear foot of existing utility line to
24 be removed.
25 b. Payment
26 1) The work performed and materials furnished in accordance with this Item
27 and measured as provided under "Measurement" shall be paid for at the
28 unit price bid per linear foot of "Remove Line" for:
29 a) Various types of existing utility line
30 b) Various sizes
31 c. The price bid shall include:
32 1) Removal and disposal of existing utility pipe
33 2) Pavement removal
34 3) Excavation
35 4) Hauling
36 5) Disposal of excess materials
37 6) Furnishing, placement and compaction of backfill
38 7) Clean-up
39 3. Utility Line Removal, Same Trench
40 a. Measurement
41 1) This Item is considered subsidiary the proposed utility line being installed.
42 b. Payment
43 1) The work performed and materials furnished in accordance with this Item
44 are subsidiary to the installation of proposed utility pipe and shall be
45 subsidiary to the unit price bid per linear foot of pipe complete in place, and
46 no other compensation will be allowed.
47 4. Manhole Abandonment
48 a. Measurement
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15, 2013
02 41 14 - 3
UTILITY REMOVAUABANDONMENT
Page 3 of 17
1 1) Measurement for this Item will be per each manhole to be abandoned.
2 b. Payment
3 1) The work perforned and materials furnished in accordance with this Item
4 and measured as provided under "Measurement" shall be paid for at the
5 unit price bid per each "Abandon Manhole" for:
6 a) Various diameters
7 b) Various types
8 c. The price bid shall include:
9 1) Removal and disposal of manhole cone
10 2) Removal, salvage and delivery of frame and cover to City, if applicable
11 3) Cutting and plugging of existing sewer lines
12 4) Concrete
13 5) Acceptable material for backfilling manhole void
14 6) Pavement removal
15 7) Excavation
16 8) Hauling
17 9) Disposal of excess materials
18 10) Furnishing, placement and compaction of backfill
19 11) Surface restoration
20 12) Clean-up
21 5. Cathodic Test Station Abandonment
22 a. Measurement
23 1) Measurement for this Item will be per each cathodic test station to be
24 abandoned.
25 b. Payment
26 1) The work performed and materials furnished in accordance with this Item
27 and measured as provided under "Measurement" shall be paid for at the
28 unit price bid per each "Abandon Cathodic Test Station".
29 c. The price bid shall include:
30 1) Abandon cathodic test station
31 2) CLSM
32 3) Pavement removal
33 4) Excavation
34 5) Hauling
35 6) Disposal of excess materials
36 7) Furnishing, placement and compaction of backfill
37 8) Clean-up
38 B. Water Lines and Appurtenances
39 1. Installation of a Water Line Pressure Plug
40 a. Measurement
41 1) Measurement for this Item shall be per each pressure plug to be installed.
42 b. Payment
43 1) The work performed and materials furnished in accordance with this Item
44 and measured as provided under "Measurement" shall be paid for at the
45 unit price bid for each "Pressure Plug" installed for:
46 a) Various sizes
47 c. The price bid shall include:
48 1) Furnishing and installing pressure plug
49 2) Pavement removal
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15,2013
024114-4
UTILITY REMOVAL/ABANDONMENT
Page 4 of 17
1 3) Excavation
2 4) Hauling
3 5) Disposal of excess material
4 6) Gaskets
5 7) Bolts and Nuts
6 8) Furnishing, placement and compaction of embedment
7 9) Furnishing, placement and compaction of backfill
8 10) Disinfection
9 11) Testing
10 12) Clean-up
11 2. Abandonment of Water Line by Cut and installation of Abandonment Plug
12 a. Measurement
13 1) Measurement for this Item shall be per each cut and abandonment plug
14 installed.
15 b. Payment
16 1) The work performed and materials furnished in accordance with this Item
17 and measured as provided under "Measurement" shall be paid for at the
18 unit price bid for each "Water Abandonment Plug" installed for:
19 a) Various sizes
20 c. The price bid shall include:
21 1) Furnishing and installing abandonment plug
22 2) Pavement removal
23 3) Excavation
24 4) Hauling
25 5) CLSM
26 6) Disposal of excess material
27 7) Furnishing, placement and compaction of backfill
28 8) Clean-up
29 3. Water Valve Removal
30 a. Measurement
31 1) Measurement for this Item will be per each water valve to be removed.
32 b. Payment
33 1) The work performed and materials furnished in accordance with this Item
34 and measured as provided under "Measurement" shall be paid for at the
35 unit price bid per each "Remove Water Valve" for:
36 a) Various sizes
37 c. The price bid shall include:
38 1) Removal and disposal of valve
39 2) CLSM
40 3) Pavement removal
41 4) Excavation
42 5) Hauling
43 6) Disposal of excess materials
44 7) Furnishing, placement and compaction of backfill
45 8) Clean-up
46 4. Water Valve Removal and Salvage
47 a. Measurement
48 1) Measurement for this Item will be per each water valve to be removed and
49 salvaged.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15, 2013
0241 14 -5
UTILITY REMOVAL/ABANDONMENT
Page 5 of 17
1 b. Payment
2 I) The work performed and materials furnished in accordance with this Item
3 and measured as provided under "Measurement" shall be paid for at the
4 unit price bid per each "Salvage Water Valve" for:
5 a) Various sizes
6 c. The price bid shall include:
7 1) Removal and Salvage of valve
8 2) CLSM
9 3) Delivery to City
10 4) Pavement removal
11 5) Excavation
12 6) Hauling
13 7) Disposal of excess materials
14 8) Furnishing, placement and compaction of backfill
15 9) Clean-up
16 5. Water Valve Abandonment
17 a. Measurement
18 1) Measurement for this Item will be per each water valve to be abandoned.
19 b. Payment
20 1) The work performed and materials furnished in accordance with this Item
21 and measured as provided under "Measurement" shall be paid for at the
22 unit price bid per each "Abandon Water Valve" for:
23 a) Various Sizes
24 c. The price bid shall include:
25 1) Abandonment of valve
26 2) CLSM
27 3) Pavement removal
28 4) Excavation
29 5) Hauling
30 6) Disposal of excess materials
31 7) Furnishing, placement and compaction of backfill
32 8) Clean-up
33 6. Fire Hydrant Removal and Salvage
34 a. Measurement
35 1) Measurement for this Item will be per each fire hydrant to be removed.
36 b. Payment
37 1) The work performed and materials furnished in accordance with this Item
38 and measured as provided under "Measurement" shall be paid for at the
39 unit price bid per each "Salvage Fire Hydrant".
40 c. The price bid shall include:
41 1) Removal and salvage of fire hydrant
42 2) Delivery to City
43 3) Pavement removal
44 4) Excavation
45 5) Hauling
46 6) Disposal of excess materials
47 7) Furnishing, placement and compaction of backfill
48 8) Clean-up
49 7. Water Meter Removal and Salvage
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15,2013
02 41 14 - 6
UTILITY REMOVAL/ABANDONMENT
Page 6 of 17
1 a. Measurement
2 1) Measurement for this Item will be per each water meter to be removed and
3 salvaged.
4 b. Payment
5 1) The work performed and materials furnished in accordance with this Item
6 and measured as provided under "Measurement" shall be paid for at the
7 unit price bid per each "Salvage Water Meter" for:
8 a) Various sizes
9 2) If a "Water Meter Service Relocate" is performed in accordance with
10 Section 33 12 10, removal and salvage or disposal of the existing (2-inch or
11 smaller) water meter shall be subsidiary to the cost of the "Water Meter
12 Service Relocate", no other compensation will be allowed.
13 c. The price bid shall include:
14 1) Removal and salvage of water meter
15 2) Delivery to City
16 3) Pavement removal
17 4) Excavation
18 5) Hauling
19 6) Disposal of excess materials
20 7) Furnishing, placement and compaction of backfill
21 8) Clean-up
22 8. Water Sampling Station Removal and Salvage
23 a. Measurement
24 1) Measurement for this Item will be per each water sampling station to be
25 removed.
26 b. Payment
27 1) The work performed and materials furnished in accordance with this Item
28 and measured as provided under "Measurement" shall be paid for at the
29 unit price bid per each "Salvage Water Sampling Station".
30 c. The price bid shall include:
31 1) Removal and salvage of water sampling station
32 2) Delivery to City
33 3) Pavement removal
34 4) Excavation
35 5) hauling
36 6) Disposal of excess materials
37 7) Furnishing, placement and compaction of backfill
38 8) Clean-up
39 9. Concrete Water Vault Removal
40 a. Measurement
41 1) Measurement for this Item will be per each concrete water vault to be
42 removed.
43 b. Payment
44 1) The work performed and materials famished in accordance with this Item
45 and measured as provided under "Measurement" shall be paid for at the
46 unit price bid per each "Remove Concrete Water Vault".
47 c. The price bid shall include:
48 1) Removal and disposal of concrete water vault
49 2) Removal, salvage and delivery of frame and cover to City, if applicable
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number01022
April 15, 2013
024114-7
UTILITY REMOVAL/ABANDONMENT
Page 7 of 17
1 3) Removal, salvage and delivery of any valves to City, if applicable
2 4) Removal, salvage and delivery of any water meters to City, if applicable
3 5) Pavement removal
4 6) Excavation
5 7) Hauling
6 8) Disposal of excess materials
7 9) Furnishing, placement and compaction of backfill
8 10) Clean-up
9 C. Sanitary Sewer Lines and Appurtenances
10 1. Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment Plug
11 a. Measurement
12 1) Measurement for this Item shall be per each cut and abandonment plug
13 installed.
14 b. Payment
15 1) The work performed and materials furnished in accordance with this Item
16 and measured as provided under "Measurement" shall be paid for at the
17 unit price bid for each "Sewer Abandonment Plug" for:
18 a) Various sizes
19 c. The price bid shall include:
20 1) Furnishing and installing abandonment plug
21 2) Pavement removal
22 3) Excavation
23 4) Hauling
24 5) CLSM
25 6) Disposal of excess material
26 7) Furnishing, placement and compaction of backfill
27 8) Clean-up
28 2. Sanitary Sewer Manhole Removal
29 a. Measurement
30 1) Measurement for this Item will be per each sanitary sewer manhole to be
31 removed.
32 b. Payment
33 1) The work performed and materials furnished in accordance with this Item
34 and measured as provided under "Measurement" shall be paid for at the
35 unit price bid per each "Remove Sewer Manhole" for:
36 a) Various diameters
37 c. The price bid shall include:
38 1) Removal and disposal of manhole
39 2) Removal, salvage and delivery of frame and cover to City, if applicable
40 3) Cutting and plugging of existing sewer lines
41 4) Pavement removal
42 5) Excavation
43 6) Hauling
44 7) Disposal of excess materials
45 8) Furnishing, placement and compaction of backfill
46 9) Clean-up
47 3. Sanitary Sewer Junction Structure Removal
48 a. Measurement
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number01022
April 15,2013
0241 14 -8
UTILITY REMOVAL/ABANDONMENT
Page 8 of 17
1 1) Measurement for this Item will be per each sanitary sewer junction
2 structure being removed.
3 b. Payment
4 1) The work performed and materials furnished in accordance with this Item
5 and measured as provided under "Measurement" shall be paid for at the
6 lump sum bid per each "Remove Sewer Junction Box" location.
7 c. The price bid shall include:
8 1) Removal and disposal of junction box
9 2) Removal, salvage and delivery of frame and cover to City.
10 3) Pavement removal
11 4) Excavation
12 5) Hauling
13 6) Disposal of excess materials
14 7) Furnishing, placement and compaction of backfill
15 8) Clean-up
16 D. Storm Sewer Lines and Appurtenances
17 1. Abandonment of Storm Sewer Line by Cut and installation of Abandonment Plug
18 a. Measurement
19 1) Measurement for this Item shall be per each cut and abandonment plug to
20 be installed.
21 b. Payment
22 1) The work performed and materials furnished in accordance with this Item
23 and measured as provided under "Measurement" shall be paid for at the
24 unit price bid for each "Storm Abandonment Plug" installed for:
25 a) Various sizes
26 c. The price bid shall include:
27 1) Furnishing and installing abandonment plug
28 2) Pavement removal
29 3) Excavation
30 4) Hauling
31 5) CLSM
32 6) Disposal of excess material
33 7) Furnishing, placement and compaction of backfill
34 8) Clean-up
35 2. Storm Sewer Manhole Removal
36 a. Measurement
37 1) Measurement for this Item will be per each storm sewer manhole to be
38 removed.
39 b. Payment
40 1) The work performed and materials furnished in accordance with this Item
41 and measured as provided under "Measurement" shall be paid for at the
42 unit price bid per each "Remove Manhole Riser" for:
43 a) Various sizes
44 c. The price bid shall include:
45 1) Removal and disposal of manhole
46 2) Removal, salvage and delivery of frame and cover to City, if applicable
47 3) Pavement removal
48 4) Excavation
49 5) Hauling
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15,2013
02 41 14 -9
UTILITY REMOVAL/ABANDONMENT
Page 9 of 17
1 6) Disposal of excess materials
2 7) Furnishing, placement and compaction of backfill
3 8) Clean-up
4 3. Storm Sewer Junction Box Removal
5 a. Measurement
6 I) Measurement for this Item will be per each storm sewer junction structure
7 to be removed.
8 b. Payment
9 1) The work performed and materials furnished in accordance with this Item
10 and measured as provided under "Measurement" shall be paid for at the
11 unit price bid per each "Remove Storm Junction Box" for:
12 a) Various sizes
13 c. The price bid shall include:
14 1) Removal and disposal of junction box
15 2) Removal, salvage and delivery of frame and cover to City, if applicable
16 3) Pavement removal
17 4) Excavation
18 5) Hauling
19 6) Disposal of excess materials
20 7) Furnishing, placement and compaction of backfill
21 8) Clean-up
22 4. Storm Sewer Junction Structure Removal
23 a. Measurement
24 1) Measurement for this Item will be per each storm sewer junction structure
25 being removed.
26 b. Payment
27 I) The work perforned and materials furnished in accordance with this Item
28 and measured as provided under "Measurement" shall be paid for at the
29 lump sum bid per each "Remove Storm Junction Structure" location.
30 c. The price bid shall include:
31 1) Removal and disposal of junction structure
32 2) Removal, salvage and delivery of frame and cover to City, if applicable
33 3) Pavement removal
34 4) Excavation
35 5) Hauling
36 6) Disposal of excess materials
37 7) Furnishing, placement and compaction of backfill
38 8) Clean-up
39 5. Storm Sewer Inlet Removal
40 a. Measurement
41 1) Measurement for this Item will be per each storm sewer inlet to be
42 removed.
43 b. Payment
44 1) The work performed and materials furnished in accordance with this Item
45 and measured as provided under "Measurement" shall be paid for at the
46 unit price bid per each "Remove Storm Inlet" for:
47 a) Various types
48 b) Various sizes
49 c. The price bid shall include:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15, 2013
02 41 14 - 10
UTILITY REMOVAL/ABANDONMENT
Page 10 of 17
1 1) Removal and disposal of inlet
2 2) Pavement removal
3 3) Excavation
4 4) Hauling
5 5) Disposal of excess materials
6 6) Furnishing, placement and compaction of backfill
7 7) Clean-up
8 6. Storm Sewer Junction Box Removal
9 a. Measurement
10 1) Measurement for this Item shall be per linear foot of existing storm sewer
11 box to be removed.
12 b. Payment
13 1) The work performed and materials furnished in accordance with this Item
14 and measured as provided under "Measurement" shall be paid for at the
15 unit price bid per linear foot of "Remove Storm Junction Box" for all sizes.
16 c. The price bid shall include:
17 1) Removal and disposal of Stem Sewer Box
18 2) Pavement removal
19 3) Excavation
20 4) Hauling
21 5) Disposal of excess materials
22 6) Furnishing, placement and compaction of backfill
23 7) Clean-up
24 7. Headwall/SET Removal
25 a. Measurement
26 I) Measurement for this Item will be per each headwall or safety end
27 treatment (SET) to be removed.
28 b. Payment
29 I) The work performed and materials furnished in accordance with this Item
30 and measured as provided under "Measurement" shall be paid for at the
31 unit price bid per each "Remove Headwall/SET".
32 c. The price bid shall include:
33 1) Removal and disposal of Headwall/SET
34 2) Pavement removal
35 3) Excavation
36 4) Hauling
37 5) Disposal of excess materials
38 6) Furnishing, placement and compaction of backfill
39 7) Clean-up
40 8. Trench Drain Removal
41 a. Measurement
42 1) Measurement for this Item shall be per linear foot of storm sewer trench
43 drain to be removed.
44 b. Payment
45 1) The work performed and materials furnished in accordance with this Item
46 and measured as provided under "Measurement" shall be paid for at the
47 unit price bid per linear foot of "Remove Trench Drain' for:
48 a) Various sizes
49 c. The price bid shall include:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number01022
April 15,2013
02 41 14 - 11
UTILITY REMOVAL/ABANDONMENT
Page 11 of 17
1 1) Removal and disposal of storm sewer line
2 2) Pavement removal
3 3) Excavation
4 4) Hauling
5 5) Disposal of excess materials
6 6) Furnishing, placement and compaction of backfill
7 7) Clean-up
8 1.3 REFERENCES [NOT USED]
9 1.4 ADMINISTRATIVE REQUIREMENTS
10 A. Coordination
11 1. Contact Inspector and the Water Department Field Operation Storage Yard for
12 coordination of salvage material return.
13 1.5 SUBMITTALS [NOT USED]
14 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
15 1.7 CLOSEOUT SUBMITTALS [NOT USED]
16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
17 1.9 QUALITY ASSURANCE [NOT USED]
18 1.10 DELIVERY, STORAGE, AND HANDLING
19 A. Storage and Handling Requirements
20 1. Protect and salvage all materials such that no damage occurs during delivery to the
21 City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15,2013
024114-12
UTILITY REMOVA VABANDONMENT
Page 12 of 17
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART2- PRODUCTS
4 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED]
5 2.2 MATERIALS
6 2.3 ACCESSORIES [NOT USED]
7 2.4 SOURCE QUALITY CONTROL [NOT USED]
8 PART 3- EXECUTION
9 3.1 INSTALLERS [NOT USED]
10 3.2 EXAMINATION [NOT USED]
11 3.3 PREPARATION [NOT USED]
12 3.4 REMOVAL, SALVAGE, AND ABANDONMENT
13 A. General
14 1. Manhole Abandonment
15 a, All manholes that are to be taken out of service are to be removed unless
16 specifically requested and/or approved by City.
17 b. Excavate and backfill in accordance with Section 33 05 10.
18 c. Remove and salvage manhole frame and cover as coordinated with City.
19 d. Deliver salvaged material to the City.
20 e. Cut and plug sewer lines to be abandoned.
21 f. Backfill manhole void in accordance with City Standard Details.
22 B. Water Lines and Appurtenances
23 1. Water Line Pressure Plugs
24 a. Ductile Iron Water Lines
25 1) Excavate, embed, and backfill in accordance with Section 33 05 10.
26 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance
27 with Section 33 11 11.
28 3) Perform Cut and Plug in accordance with Section 33 12 25.
29 b. PVC C900 and C905 Water Lines
30 1) Excavate, embed, and backfill in accordance with Section 33 05 10.
31 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance
32 with Section 33 11 11.
33 3) Perform Cut and Plug in accordance with Section 33 12 25.
34 c. Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type Water Lines
35 I) Excavate, embed, and backfill in accordance with Section 33 05 10
36 2) Plug using:
37 a) A fabricated plug restrained by welding or by a Snap Ring in
38 accordance with Section 33 11 13; or
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15, 2013
02 41 14 - 13
UTILITY REMOVAUABANDONMENT
Page 13 of 17
1 b) A blind flange in accordance with Section 33 11 13
2 3) Perform Cut and Plug in accordance with Section 33 12 25.
3 d. Buried Steel Water Lines
4 1) Excavate, embed, and backfill in accordance with Section 33 05 10.
5 2) Plug using:
6 a) A fabricated plug restrained by welding in accordance with Section 33
7 1114;or
8 b) A blind flange in accordance with Section 33 11 14
9 3) Perform Cut and Plug in accordance with Section 33 12 25.
10 2. Water Line Abandonment Plug
11 a. Excavate and backfill in accordance with Section 33 05 10.
12 b. Plug with CLSM in accordance with Section 03 34 13.
13 3. Water Line Abandonment by Grouting
14 a. Excavate and backfill in accordance with Section 33 05 10.
15 b. Dewater from existing line to be grouted.
16 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24
17 or CLSM in accordance with 03 34 13.
18 d. Dispose of any excess material.
19 4. Water Line Removal
20 a. Excavate and backfill in accordance with Section 33 05 10.
21 b. Cut existing line from the utility system prior to removal.
22 c. Cut any services prior to removal.
23 d. Remove existing pipe line and properly dispose as approved by City.
24 5. Water Valve Removal
25 a. Excavate and backfill in accordance with Section 33 05 10.
26 b. Remove and dispose of valve bonnet, wedge and stem.
27 c. Fill valve body with CLSM in accordance with Section 03 34 13.
28 6. Water Valve Removal and Salvage
29 a. Excavate and backfill in accordance with Section 33 05 10.
30 b. Remove valve bonnet, wedge and stem.
31 c. Deliver salvaged material to the Water Department Field Operation Storage
32 Yard.
33 d. Protect salvaged materials from damage.
34 e. Fill valve body with CLSM in accordance with Section 03 34 13.
35 7. Water Valve Abandonment
36 a. Excavate and backfill in accordance with Section 33 05 10.
37 b. Remove the top 2 feet of the valve stack and any valve extensions.
38 c. Fill the remaining valve stack with CLSM in accordance with Section 03 34 13.
39 8. Fire Hydrant Removal and Salvage
40 a. Excavate and backfill in accordance with Section 33 05 10.
41 b. Remove Fire Hydrant.
42 c. Place abandonment plug on fire hydrant lead line.
43 d. Deliver salvaged fire hydrant to the Water Department Field Operation Storage
44 Yard.
45 e. Protect salvaged materials from damage.
46 9. Water Meter Removal and Salvage
47 a. Remove and salvage water meter.
48 b. Return salvaged meter to Project Representative.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15, 2013
024114-14
UTILITY REMOVAVABANDONMENT
Page 14 of 17
1 c. City will provide replacement meter for installation.
2 d. Meter Box and Lid
3 1) Remove and salvage cast iron meter box lid.
4 2) Remove and dispose of any non -cast iron meter box lid.
5 3) Return salvaged material to the Water Department Field Operation Storage
6 Yard.
7 4) Remove and dispose of meter box.
8 10. Water Sample Station Removal and Salvage
9 a. Remove and salvage existing water sample station.
10 b. Deliver salvaged material to the Water Department Field Operation Storage
11 Yard.
12 11. Concrete Water Vault Removal
13 a. Excavate and backfill in accordance with Section 33 05 10.
14 b. Remove and salvage vault lid.
15 c. Remove and salvage valves.
16 d. Remove and salvage meters.
17 e. Deliver salvaged material to the Water Department Field Operation Storage
18 Yard.
19 f. Remove and dispose of any piping or other appurtenances.
20 g. Demolish and remove entire concrete vault.
21 h. Dispose of all excess materials.
22 12. Cathodic Test Station Abandonment
23 a. Excavate and backfill in accordance with Section 33 05 10
24 b. Remove the top 2 feet of the cathodic test station stack and contents.
25 c. Fill any remaining voids with CLSM in accordance with Section 03 34 13.
26 C. Sanitary Sewer Lines and Appurtenances
27 1. Sanitary Sewer Line Abandonment Plug
28 a. Excavate and backfill in accordance with Section 33 05 10.
29 b. Remove and dispose of any sewage.
30 c. Plug with CLSM in accordance with Section 03 34 13.
31 2. Sanitary Sewer Line Abandonment by Grouting
32 a. Excavate and backfill in accordance with Section 33 05 10.
33 b. Dewater and dispose of any sewage from the existing line to be grouted.
34 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24
35 or CLSM in accordance with 03 34 13.
36 d. Dispose of any excess material.
37 3. Sanitary Sewer Line Removal
38 a. Excavate and backfill in accordance with Section 33 05 10.
39 b. Cut existing line from the utility system prior to removal.
40 c. Cut any services prior to removal.
41 d. Remove existing pipe line and properly dispose as approved by City.
42 4. Sanitary Sewer Manholes Removal
43 a. All sanitary sewer manholes that are to be taken out of service are to be
44 removed unless specifically requested and/or approved by City.
45 b. Excavate and backfill in accordance with Section 33 05 10.
46 c. Remove and salvage manhole frame and cover.
47 d. Deliver salvaged material to the Water Department Field Operation Storage.
48 e. Demolish and remove entire concrete manhole.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15, 2013
02 41 14 - 15
UTILITY REMOVAVABANDONMENT
Page 15 of 17
1 f. Cut and plug sewer lines to be abandoned.
2 5. Sanitary Sewer Junction Structure Removal
3 a. Excavate and backfill in accordance with Section 33 05 10.
4 b. Remove and salvage manhole frame and cover.
5 c. Deliver salvaged material to the Water Department Field Operation Storage.
6 d. Demolish and remove entire concrete manhole.
7 e. Cut and plug sewer lines to be abandoned.
8 D. Storm Sewer Lines and Appurtenances
9 1. Storm Sewer Abandonment Plug
10 a. Excavate and backfill in accordance with Section 33 05 10.
11 b. Dewater line.
12 c. Plug with CLSM in accordance with Section 03 34 13.
13 2. Storm Sewer Line Abandonment by Grouting
14 a. Excavate and backfill in accordance with Section 33 05 10.
15 b. Dewater the existing line to be grouted.
16 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24
17 or CLSM in accordance with 03 34 13.
18 d. Dispose of any excess material.
19 3. Storm Sewer Line Removal
20 a. Excavate and backfill in accordance with Section 33 05 10.
21 b. Remove existing pipe line and properly dispose as approved by City.
22 4. Storm Sewer Manhole Removal
23 a. All storm sewer manholes that are to be taken out of service are to be removed
24 unless specifically requested and/or approved by City.
25 b. Excavate and backfill in accordance with Section 33 05 10.
26 c. Demolish and remove entire concrete manhole.
27 d. Cut and plug storm sewer lines to be abandoned.
28 5. Storm Sewer Junction Box and/or Junction Structure Removal
29 a. Excavate and backfill in accordance with Section 33 05 10.
30 b. Demolish and remove entire concrete structure.
31 c. Cut and plug storm sewer lines to be abandoned.
32 6. Storm Sewer Inlet Removal
33 a. Excavate and backfill in accordance with Section 33 05 10.
34 b. Demolish and remove entire concrete inlet.
35 c. Cut and plug storm sewer lines to be abandoned.
36 7. Storm Sewer Box Removal
37 a. Excavate and backfill in accordance with Section 33 05 10.
38 b. Cut existing line from the utility system prior to removal.
39 c. Cut any services prior to removal.
40 d. Remove existing pipe line and properly dispose as approved by City.
41 8. Headwall/SET Removal
42 a. Excavate and backfill in accordance with Section 33 05 10.
43 b. Demolish and remove entire concrete inlet.
44 c. Cut and plug storm sewer lines to be abandoned.
45 9. Storm Sewer Trench Drain Removal
46 a. Excavate and backfill in accordance with Section 33 05 10.
47 b. Remove existing pipe line and dispose as approved by City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15,2013
1 3.5 REPAIR / RESTORATION [NOT USED]
2 3.6 RE -INSTALLATION [NOT USED]
3 3.7 FIELD Loa] SITE QUALITY CONTROL
4 3.8 SYSTEM STARTUP [NOT USED]
5 3.9 ADJUSTING [NOT USED]
6 3.10 CLEANING [NOT USED]
7 3.11 CLOSEOUT ACTIVITIES [NOT USED]
8 3.12 PROTECTION [NOT USED]
9 3.13 MAINTENANCE [NOT USED]
10 3.14 ATTACHMENTS [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
02 41 14 - 16
UTILITY REMOVAUABANDONMENT
Page 16 of 17
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15,2013
02 41 14 - 17
UTILITY REMOVAL/ABANDONMENT
Page 17 of 17
ECTION
Revision Log
DATE
NAME
SUMMARY OF CHANGE
12/20/12
D. Johnson
1.2.C.3.c. — Include Frame and Cover in Payment description
Throughout — added abandonment of stonn and sewer manholes when requested
and/or approved by City
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
City Project Number 01022
April 15,2013
Division 31
EARTHWORK
31 10 00 - 1
SITE CLEARING
Page 1 of 5
1 SECTION 31 10 00
2 SITE CLEARING
3 PART 1 - GENERAL.
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Preparation of right-of-way and other designated areas for construction operations
7 by removing and disposing of all obstructions including clearing and grubbing and
8 trees, when removal of such obstructions is not specifically shown on the Drawings
9 to be paid by other Sections. The City of Fort Worth's Urban Forestry Ordinance
10 governs all tree removals.
11 B. Deviations from this City of Fort Worth Standard Specification
12 1. For this project, any site clearing work and activities required in the Colonial
13 Parkway and County Club Circle Rights of Way (ROW) will be considered
14 subsidiary to other items bit
15 C. Related Specification Sections include but are not necessarily limited to
16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
17 2. Division 1 — General Requirements
18 3. Section 02 41 13 — Selective Site Demolition
19 4. Section 02 41 14 — Utility Removal/Abandonment
20 1.2 PRICE AND PAYMENT PROCEDURES
21 A. Measurement and Payment
22 1. Site Clearing
23 a. Measurement
24 1) Measurement for this Item shall be by lump sum.
25 b. Payment
26 1) The work performed and the materials furnished in accordance with this
27 Item shall be paid for at the lump sum price bid for "Site Clearing".
28 c. The price bid shall include:
29 1) Pruning of designated trees and shrubs
30 2) Removal and disposal of trees, structures and obstructions
31 3) Backfilling of holes
32 4) Clean-up
33 2. Tree Removal (typically included in "Site Clearing", but should be used if"Site
34 Clearing" is not a bid item)
35 a. Measurement
36 1) Measurement for this Item shall be per each.
37 b. Payment
38 1) The work performed and the materials furnished in accordance with this
39 Item shall be paid for at the unit price bid per each "Tree Retnoval" for:
40 a) Various caliper ranges
41 c. The price bid shall include:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20,2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15,2013
31 10 00 - 2
SITE CLEARING
Page 2 of 5
1 1) Pruning of designated trees and shrubs
2 2) Removal and disposal of structures and obstructions
3 3) Grading and backfilling of holes
4 4) Excavation
5 5) Fertilization
6 6) Clean-up
7 3. Tree Removal and Transplantation
8 a. Measurement
9 1) Measurement for this Item shall be per each.
10 b. Payment
11 1) The work performed and the materials furnished in accordance with this
12 Item shall be paid for at the unit price bid per each "Tree Transplant" for:
13 a) Various caliper ranges
14 c. The price bid shall include:
15 1) Pruning of designated trees and shrubs
16 2) Removal and disposal of structures and obstructions
17 3) Moving tree with truck mounted tree spade
18 4) Grading and backfilling of holes
19 5) Replanting tree at temporary location (determined by Contractor)
20 6) Maintaining tree until Work is completed
21 7) Replanting tree into original or designated location
22 8) Excavation
23 9) Fertilization
24 10) Clean-up
25 1.3 REFERENCES [NOT USED]
26 1.4 ADMINSTRATIVE REQUIREMENTS
27 A. Permits
28 1. Contractor shall obtain Tree Removal Permits and Urban Forestry Permits as
29 required by the City's Tree Ordinance. (www.FortWorthTexas.gov)
30 B. Preinstallation Meetings
31 1. Hold a preliminary site clearing meeting and include the Contractor, City Arborist,
32 City Inspector, and the Project Manager for the purpose of reviewing the
33 Contractor's tree removal plan. Clearly mark all trees to remain on the project site
34 prior to the meeting.
35 2. The Contractor will provide the City with a Disposal Letter in accordance to
36 Division 01.
37 1.5 SUBMITTALS [NOT USED]
38 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
39 1.7 CLOSEOUT SUBMITTALS [NOT USED]
40 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
41 1.9 QUALITY ASSURANCE [NOT USED]
42 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements —Part 3
City Project Number 01022
April 15,2013
311000-3
SITE CLEARING
Page 3 of 5
1 1.11 FIELD CONDITIONS (NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION
8 A. All trees identified to be protected and/or preserved should be clearly flagged with
9 survey tape.
10 B. Following taping and prior to any removals or site clearing, the Contractor shall meet
11 with the City, the Engineer and the Landowner, if necessary, to confirm trees to be
12 saved.
13 3.4 INSTALLATION
14 A. Protection of Trees
15 1. Protect designated trees and prune trees and shrubs as shown on the Drawings.
16 Refer to the Drawings for tree protection details.
17 2. If the Drawings do not provide tree protection details, protected trees shall be
18 fenced by placing 6-foot tall metal T-posts in a square around the tree trunk with
19 the corners located on the canopy drip line, unless instructed otherwise.
20 3. When site conditions do not allow for the T-posts to be installed at the drip line, the
21 T-posts may be installed no less than 8 feet from the tree trunk. 4-foot high 12 rh
22 gauge stock fencing or orange plastic snow fence shall be attached to the T-posts to
23 form the enclosure.
24 4. Do not park equipment, service equipment, store materials, or disturb the root area
25 under the branches of trees designated for preservation.
26 5. When shown on the Drawings, treat cuts on trees with an approved tree wound
27 dressing within 20 minutes of making a pruning cut or otherwise causing damage to
28 the tree.
29 6. Trees and brush shall be mulched on -site.
30 a. Burning as a method of disposal is not allowed.
31 B. Hazardous Materials
32 1. The Contractor will notify the Engineer immediately if any hazardous or
33 questionable materials not shown on the Drawings are encountered. This includes;
34 but not limited to:
35 a. Floor tiles
36 b. Roof tiles
37 c. Shingles
38 d. Siding
39 e. Utility piping
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15,2013
311000-4
SITE CLEARING
Page 4 of 5
1 2. The testing, removal, and disposal of hazardous materials will be in accordance
2 with Division 1.
3 C. Site Clearing
4 1. Clear areas shown on the Drawings of all obstructions, except those landscape
5 features that are to be preserved. Such obstructions include, but are not limited to:
6 a. Remains of buildings and other structures
7 b. Foundations
8 c. Floor slabs
9 d. Concrete
10 e. Brick
11 f. Lumber
12 g. Plaster
13 h. Septic tank drain fields
14 i. Abandoned utility pipes or conduits
15 j. Equipment
16 k. Trees
17 1. Fences
18 m. Retaining walls
19 n. Other items as specified on the Drawings
20 2. Remove vegetation and other landscape features not designated for preservation,
21 whether above or below ground, including, but not limited to:
22 a. Curb and gutter
23 b. Driveways
24 c. Paved parking areas
25 d. Miscellaneous stone
26 e. Sidewalks
27 f. Drainage structures
28 g. Manholes
29 h. Inlets
30 i. Abandoned railroad tracks
31 j. Scrap iron
32 k. Other debris
33 3. Remove culverts, storm sewers, manholes, and inlets in proper sequence to
34 maintain traffic and drainage in accordance with Section 02 41 14.
35 4. In areas receiving embankment, remove obstructions not designated for
36 preservation to 2 feet below natural ground.
37 5. In areas to be excavated, remove obstructions to 2 feet below the excavation level.
38 6. In all other areas, remove obstructions to 1 foot below natural ground.
39 7. When allowed by the Drawings or directed by the Engineer, cut trees and stumps
40 off to ground level.
41 a. Removal of existing structures shall be as per Section 02 41 13.
42 D. Disposal
43 1. Dispose of all trees within 24 hours of removal.
44 2. All materials and debris removed becomes the property of the Contractor, unless
45 otherwise stated on the Drawings.
46 3. The Contractor will dispose of material and debris off -site in accordance with local,
47 state, and federal laws and regulations.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15, 2013
1 3.5 REPAIR [NOT USED]
2 3.6 RE -INSTALLATION [NOT USED]
3 3.7 FIELD QUALITY CONTROL [NOT USED]
4 3.8 SYSTEM STARTUP [NOT USED]
5 3.9 ADJUSTING [NOT USED]
6 3.10 CLEANING [NOT USED]
7 3.11 CLOSEOUT ACTIVITIES [NOT USED]
8 3.12 PROTECTION [NOT USED]
9 3.13 MAINTENANCE [NOT USED]
10 3.14 ATTACHMENTS [NOT USED]
11 END OF SECTION
12
13
311000-5
SITE CLEARING
Page 5 of 5
Revision Log
DATE
NAME
SUMMARY OF CHANGE
12/20/2012
D. Johnson
I.4.A Permits: Removed ordinance number and added City's website address
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15,2013
Division 32
EXTERIOR IMPROVMENTS
2
321320-I
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page I of 6
SECTION 32 13 20
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Concrete sidewalks
7 2. Driveways
8 3. Barrier free ramps
9 B. Deviations from this City of Fort Worth Standard Specification
10 1. Line 33, Page 1, Item 1.2.A.1.c.3).
11 2. Line 13, Page 2, Item 1.2.A.2.c.3).
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
14 2. Division 1 - General Requirements
15 3. Section 02 41 13 - Selective Site Demolition
16 4. Section 32 13 13 - Concrete Paving
17 5. Section 32 13 73 - Concrete Paving Joint Sealants
18 1.2 PRICE AND PAYMENT PROCEDURES
19 A. Measurement and Payment
20 1. Concrete Sidewalk
21 a. Measurement
22 1) Measurement for this Item shall be by the square foot of completed and
23 accepted Concrete Sidewalk in its final position for various:
24 a) Thicknesses
25 b) Types
26 b. Payment
27 I) The work performed and materials furnished in accordance with this Item
28 and measured as provided under "Measurement" will be paid for at the unit
29 price bid per square foot of Concrete Sidewalk.
30 c. The price bid shall include:
31 1) Excavating and preparing the subgrade
32 2) Furnishing and placing all materials
33 3) Demolition/Removal of existing concrete sidewalk is considered subsidiary
34 to other unit prices bid.
35 2, Concrete Driveway
36 a. Measurement
37 1) Measurement for this Item shall be by the square foot of completed and
38 accepted Concrete Driveway in its final position for various:
39 a) Thicknesses
40 b) Types
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer bnprovements — Part 3
City Project Number 01022
April 15,2013
321320-2
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 2 of 6
1 2) Dimensions will be taken from the back of the projected curb, including the
2 area of the curb radii and will extend to the limits specified in the
3 Drawings.
4 3) Sidewalk portion of drive will be included in driveway measurement.
5 4) Curb on drive will be included in the driveway measurement.
6 b. Payment
7 1) The work performed and materials furnished in accordance with this Item
8 and measured as provided under "Measurement' will be paid for at the unit
9 price bid per square foot of Concrete Driveway.
10 c. The price bid shall include:
I 1 1) Excavating and preparing the subgrade
12 2) Furnishing and placing all materials
13 3) Demolition/Removal of existing concrete driveway is considered subsidiary
14 to other unit prices bid.
15 3. Barrier Free Ramps
16 a. Measurement
17 1) Measurement for this Item shall be per each Barrier Free Ramp completed
18 and accepted for various:
19 a) Types
20 b. Payment
21 1) The work performed and materials furnished in accordance with this Item
22 and measured as provided under "Measurement' will be paid for at the unit
23 price bid per square foot of Concrete Sidewalk.
24 c. The price bid shall include:
25 1) Excavating and preparing the subgrade
26 2) Furnishing and placing all materials
27 3) Curb Ramp
28 4) Landing and detectable warning surface as shown on the Drawings
29 5) Adjacent flares or side curb
30 1.3 REFERENCES
31 A. Abbreviations and Acronyms
32 1. TAS — Texas Accessibility Standards
33 2. TDLR — Texas Department of Licensing and Regulation
34 B. Reference Standards
35 1. Reference standards cited in this Specification refer to the current reference
36 standard published at the time of the latest revision date logged at the end of this
37 Specification, unless a date is specifically cited.
38 2. American Society for Testing and Materials (ASTM)
39 a. D545, Test Methods for Preformed Expansion Joint Fillers for Concrete
40 Construction (Non -extruding and Resilient Types)
41 b. D698, Test Methods for Laboratory Compaction Characteristics of Soil Using
42 Standard Effort (12,400 ft-lbf/ft3)
43 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
44 1.5 SUBMITTALS [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
April 15,2013
32 13 20 -3
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 3 of 6
1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
2 A. Mix Design: submit for approval. Section 32 13 13.
3 B. Product Data: submit product data and sample for pre -cast detectable warning for
4 barrier free ramp.
5 1.7 CLOSEOUT SUBMTTTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
9 1.11 FIELD CONDITIONS
10 A. Weather Conditions: Placement of concrete shall be as specified in Section 32 13 13.
11 1.12 WARRANTY [NOT USED]
12 PART2- PRODUCTS
13 2.1 OWNER -FURNISHED PRODUCTS [NOT USED]
14 2.2 EQUIPMENT AND MATERIALS
15 A. Forms: wood or metal straight, free from warp and of a depth equal to the thickness of
16 the finished work.
17
18
19
20
21
B. Concrete: see Section 32 13 13.
1. Unless otherwise shown on the Drawings or detailed specifications, the standard
class for concrete sidewalks, driveways and barrier free ramps is shown in the
following table:
Standard Classes of Pavement Concrete
Class of
Concrete'
Minimum
Cementitious,
Lb./CY
28 Day Min.
Compressive
Strength2
psi
Maximum
Water/
Cementitious
Ratio
Course
Aggregate
Maximum
Size,
inch
A
470
3000
0.58
1-1/2
22 C. Reinforcement: see Section 32 13 13.
23 1. Sidewalk, driveway and barrier free ramp reinforcing steel shall be #3 deformed
24 bars at 18 inches on -center -both -ways at the center plane of all slabs, unless
25 otherwise shown on the Drawings or detailed specifications.
26 D. Joint Filler
27 1. Wood Filler: see Section 32 13 13.
28 2. Pre -Molded Asphalt Board Filler
29 a. Use only in areas where not practical for wood boards.
30 b. Pre -molded asphalt board filler: ASTM D545.
31 c. Install the required size and uniform thickness and as specified in Drawings.
32 d. Include 2 liners of 0.016 asphalt impregnated kraft paper filled with a mastic
33 mixture of asphalt and vegetable fiber and/or mineral filler.
34 E. Expansion Joint Sealant: see Section 32 13 73 where shown on the Drawings.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15,2013
321320-4
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 4 of 6
1 2.3 ACCESSORIES [NOT USED]
2 2.4 SOURCE QUALITY CONTROL [NOT USED]
3 PART 3 - EXECUTION
4 3.1 INSTALLERS [NOT USED]
5 3.2 EXAMINATION [NOT USED]
6 3.3 PREPARATION
7 A. Surface Preparation
8 1. Excavation: Excavation required for the construction of sidewalks, driveways and
9 barrier free ramps shall be to the lines and grades as shown on the Drawings or as
10 established by the City.
11 2. Fine Grading
12 a. The Contractor shall do all necessary filling, leveling and fine grading required
13 to bring the subgrade to the exact grades specified and compacted to at least 90
14 percent of maximum density as determined by ASTM D698.
15 b. Moisture content shall be within minus 2 to plus 4 of optimum.
16 c. Any over -excavation shall be repaired to the satisfaction of the City.
17 B. Demolition / Removal
18 I. Sidewalk, Driveway and/ or Barrier Free Ramp Removal: see Section 02 41 13.
19 3.4 INSTALLATION
20 A. General
21 1. Concrete sidewalks shall have a minimum thickness of 4 inches.
22 2. Sidewalks constructed in driveway approach sections shall have a minimum
23 thickness equal to that of driveway approach or as called for by Drawings and
24 specifications within the limits of the driveway approach.
25 3. Driveways shall have a minimum thickness of 6 inches. Standard cross -slopes for
26 walks shall be 2 percent max in accordance with current TAS/TDLR guidelines.
27 The construction of the driveway approach shall include the variable height radius
28 curb in accordance with the Drawings.
29 4. All pedestrian facilities shall comply with provisions of TAS including location,
30 slope, width, shapes, texture and coloring. Pedestrian facilities installed by the
31 Contractor and not meeting TAS must be removed and replaced to meet TAS (no
32 separate pay).
33 B. Forms: Forms shall be securely staked to line and grade and maintained in a true
34 position during the depositing of concrete.
35 C. Reinforcement: see Section 32 13 13.
36 D. Concrete Placement: see Section 32 13 13.
37 E. Finishing
38 1. Concrete sidewalks, driveways and barrier free ramps shall be finished to a true,
39 even surface.
40 2. Trowel and then brush transversely to obtain a smooth uniform brush finish.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
April 15, 2013
321320-5
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE gRAMPS
e 5 of 6
1 3. Provide exposed aggregate finish if specified.
2 4. Edge joints and sides shall with suitable tools.
3 F. Joints
4 1. Expansion joints for sidewalks, driveways and barrier free ramps shall be formed
5 using redwood.
6 2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50
7 foot intervals for 5 foot wide and greater sidewalk.
8 3. Expansion joints shall also be placed at all intersections, sidewalks with concrete
9 driveways, curbs, formations, other sidewalks and other adjacent old concrete work.
10 Similar material shall be placed around all obstructions protruding into or through
11 sidewalks or driveways.
12 4. All expansion joints shall be 1/2 inch in thickness.
13 5. Edges of all construction and expansion] and outer edges of all sidewalks shall
14 be finished to approximately a 1/2 inch radius with a suitable finishing tool.
15 6. Sidewalks shall be marked at intervals equal to the width of the walk with a
16 marking tool.
17 7. When sidewalk is against the curb, expansion joints shall match those in the curb.
18 G. Barrier Free Ramp
19 1. Furnish and install brick red color pre -cast detectable warning Dome -Tile,
20 manufactured by StrongGo Industries or approved equal by the City.
21 2. Detectable warning surface shall be a minimum of 24-inch in depth in the direction
22 of pedestrian travel, and extend to a minimum of 48-inch along the curb ramp or
23 landing where the pedestrian access route enters the street.
24 3. Locate detectable warning surface so that the edge nearest the curb line is a
25 minimum of 6-inch and maximum of 8-inch from the extension of the face of the
26 curb.
27 4. Detectable warning Dome -Tile surface may be curved along the corner radius.
28 5. Install detectable warning surface according to manufacturer's instructions.
29 3.5 REPAIR/RESTORATION [NOT USED]
30 3.6 RE -INSTALLATION [NOT USED]
31 3.7 FIELD QUALITY CONTROL [NOT USED]
32 3.8 SYSTEM STARTUP [NOT USED]
33 3.9 ADJUSTING [NOT USED]
34 3.10 CLEANING [NOT USED]
35 3.11 CLOSEOUT ACTIVITIES [NOT USED]
36 3.12 PROTECTION [NOT USED]
37 3.13 MAINTENANCE [NOT USED]
38 3.14 ATTACHMENTS [NOT USED]
39 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15,2013
1
2
12/20/2012
D. Johnson
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 6 of 6
Revision Log
SUMMARY OF CHANGE
I.2.A.3 — Measurement and Payment for Bander Free Ramps modified to match
updated City Details
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20,2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15, 2013
Division 33
UTILITIES
2
SECTION 33 05 23
HAND TUNNELING
33 05 23 - 1
HAND TUNNELING
Page 1 of 10
3 PART 1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Minimum requirements for Hand Tunneling using tunnel liner plate or casing pipe
7 at the locations shown on the Drawings
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. Line 5, Page 4, Item 1.9.2.a (to 2.c)
10 2. Line 22, Page 8, Item F.2.a.
11 C. Related Specification Sections include, but are not necessarily limited to:
12 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the
13 Contract
14 2. Division 1 — General Requirements
15 3. Section 33 05 21 — Tunnel Liner Plate
16 4. Section 33 05 22 — Steel Casing Pipe
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Measurement
20 a. This Item is considered subsidiary to Tunnel Liner Plate or Steel Casing Pipe
21 installation.
22 2. Payment
23 a. The work performed and materials furnished in accordance with this Item are
24 considered subsidiary the unit price bid per linear foot of By Other than Open
25 Cut installation of Tunnel Liner plate or Steel Casing to be completed in place,
26 and no other compensation will be allowed.
27 1.3 REFERENCES
28 A. Reference Standards
29 1. Reference standards cited in this Specification refer to the current reference
30 standard published at the time of the latest revision date logged at the end of this
31 Specification, unless a date is specifically cited.
32 2. American Association of State Highway and Transportation Officials (AASHTO):
33 a. HB-17, Standard Specifications for Highway Bridges.
34 3. Occupational Safety and Health Administration (OSHA)
35 a. OSHA Regulations and Standards for Underground Construction, 29 CFR Part
36 1926, Subpart S, Underground Construction and Subpart P, Excavation.
37 1.4 ADMINISTRATIVE REQUIREMENTS
38 A. Pre -installation
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
April 15,2013
330523-2
HAND TUNNELING
Page 2 of 10
1 1. The Contractor shall provide written notice to the City at least 72 hours in advance
2 of the planned launch of tunneling operations.
3 1.5 SUBMITTALS
4 A. Submittals shall be in accordance with Section 01 33 00.
5 B. All submittals shall be approved by the City prior to delivery.
6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
7 A. Shop Drawings
8 1. Submit the following, when required by the Contract Documents:
9 a. Detailed description of the methods and equipment to be used in completing
10 each reach of tunnel
11 b. Description of the survey methods that will be used to ensure that the tunnel is
12 advanced as shown on the Drawings and within the line and grade tolerances
13 specified
14 c. Shaft layout drawings
15 I) Detailing dimensions and locations of all equipment, including overall
16 work area boundaries, crane, front-end loader, forklift, spoil stockpiles,
17 spoil hauling equipment, pumps, generator, pipe storage area, tool trailer or
18 containers, fences, and staging area
19 2) Shaft layout drawings will be required for all shaft locations and shall be to
20 scale, or show correct dimensions.
21 3) Layout such that all equipment and operations shall be completely
22 contained within the allowable construction areas shown on the Drawings
23 d. Schedule in accordance with Division 1 to include the following activities as
24 independent items:
25 I) Mobilization
26 2) Shaft excavation and support
27 3) Water control at shafts
28 4) Working slab construction
29 5) Thrust wall construction
30 6) Tunneling
31 7) Shaft backfill
32 8) Site restoration
33 9) Cleanup
34 10) Demobilization
35 2. For all projects, provide the following for Contact Grouting:
36 a. Contact Grouting (outside of casing) Work Plan and Methods including:
37 1) Grouting methods
38 2) Details of equipment
39 3) Grouting procedures and sequences including:
40 a) Injection methods
41 b) Injection pressures
42 c) Monitoring and recording equipment
43 d) Pressure gauge calibration data
44 e) Materials
45 4) Grout mix details including:
46 a) Proportions
47 b) Admixtures including:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15,2013
330523-3
HAND TUNNELING
Page 3 of 10
1 (1) Manufacturer's literature
2 (2) Laboratory test data verifying the strength of the proposed grout
3 mix
4 (3) Proposed grout densities
5 (4) Viscosity
6 (5) Initial set time of grout
7 (a) Data for these requirements shall be derived from trial batches
8 from an approved testing laboratory.
9 5) Submit a minimum of 3 other similar projects where the proposed grout
10 mix design was used.
11 6) Submit anticipated volumes of grout to be pumped for each application and
12 reach grouted.
13 B. Daily Records
14 1. Submit samples of the tunneling logs or records to be used at least 7 days prior to
15 beginning Hand Tunneling.
t6 2. Submit daily records to the City's Inspector by noon on the day following the shift
17 for which the data or records were taken.
18 3. Daily records shall include:
19 a. Date
20 b. Time
21 c. Name of operator
22 d. Tunnel drive identification
23 e. Installed liner ring and corresponding tunnel length
24 f. Time required to tunnel each ring
25 g. Time required to set subsequent ring
26 h. Spoil volumes (muck carts per liner ring and estimated volume of spoil in each
27 muck cart)
28 i. Grout volumes and pressures
29 j. Soil conditions, including occurrences of unstable soils and estimated
30 groundwater inflow rates, if any
31 k. Line and grade offsets
32 1. Any movement of the guidance system
33 m. Problems encountered during tunneling
34 n. Durations and reasons for delays
35 o. Manually recorded observations made:
36 1) At intervals of not less than 2 every 5 feet
37 2) As conditions change
38 3) As directed by the City and/or Engineer
39 1.7 CLOSEOUT SUBMITTALS [NOT USED]
40 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
41 1.9 QUALITY ASSURANCE
42 A. Qualifications
43 1. Failure to meet the qualification requirements is failure to fulfill the Contract and
44 the Contractor will be required to obtain a subcontractor that meets the qualification
45 requirements.
46 2. Contractor
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15,2013
330523-4
HAND TUNNELING
Page 4 of 10
1 a. All tunneling work shall be performed by an experienced subcontractor or
2 Contractor who has at least 5 years of experience in performing tunneling work
3 and has completed at least 5 projects of similar diameter in similar ground
4 conditions.
5 1) At least 1 of the projects shall have an individual tunneling length equal to
6 or greater in length than the longest tunnel on this project.
7 2) Submit details of referenced projects including owner's name and contact
8 information, project superintendent and machine operators.
9 b. The project superintendent shall have at least 5 years of experience supervising
10 high precision sanitary sewer tunnel construction.
11 1) The Contractor may be required to submit details of referenced project
12 including owner's name, contact information and project superintendent.
13 c. The site safety representative and personnel responsible for air quality
14 monitoring shall be experienced in tunnel construction and shall have current
15 certification by OSHA.
16 3. All Work by the Contractor shall be done in the presence of the City unless the City
17 grants prior written approval to perform such work in City's absence.
18 4. The Contractor shall allow access to the City and/or Engineer and shall furnish
19 necessary assistance and cooperation to aid in the observations, measurements, data
20 and sample collection including, but not limited to, the following:
21 a. The City and/or Engineer shall have access to the tunneling system prior to,
22 during and following all tunneling operations.
23 b. The City and/or Engineer shall have access to the tunneling shafts prior to,
24 during and following all tunneling operations.
25 1) This shall include, but not be limited to, visual inspection of installed pipe
26 and verification of line and grade.
27 2) The Contractor shall provide safe access in accordance with all safety
28 regulations. .
29 c. The City and/or Engineer shall have access to spoils reinoved from the tunnel
30 excavation prior to, during and following all tunneling operations.
31 1) The City shall be allowed to collect soil samples from the muck buckets or
32 spoil piles a minimum of once every 10 feet and at any time when changes
33 in soil conditions or obstructions are apparent or suspected.
34 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
35 1.11 FIELD [SITE] CONDITIONS [NOT USED]
36 1.12 WARRANTY [NOT USED]
37 PART 2 - PRODUCTS
38 2.1 OWNER -FURNISHED [oft] OWNER-SUPPLIEDPRODUCTS [NOT USED]
39 2.2 MATERIALS
40 A. Description
41 1. Tunnel Liner Plate shall be in accordance with Section 33 05 21.
42 2. Casing Pipe shall be in accordance with Section 33 05 22.
43 B. Design Criteria
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
April 15, 2013
330523-5
HAND TUNNELING
Page 5 of 10
1 1. Design excavation methods and spoil conveyance system for the full range of
2 ground conditions described in the Geotechnical Reports
3 2. Tolerance
4 a. Accurately maintain the face of the excavation inside the tunnel so as to allow
5 the absolute minimum of void space outside the casing/liner plate.
6 b. Maintain a maximum of %a inch tolerance between the outside of the
7 casing/liner plate and the excavation wherever possible.
8 c. The tunnel diameter shall not be greater than 2 inches larger than the
9 casing/liner outer diameter (O.D.).
10 3. Use methods and equipment that control surface settlement and heave above the
11 pipeline to prevent damage to existing utilities, facilities and improvements.
12 a. Limit any ground movements (settlement/heave) to values that shall not cause
13 damage to adjacent utilities and facilities.
14 b. Repair any damage caused by ground movements at no cost to the City.
15 2.3 ACCESSORIES [NOT USED]
16 2.4 SOURCE QUALITY CONTROL [NOT USED]
17 PART 3 - EXECUTION
18 3.1 INSTALLERS [NOT USED]
19 3.2 EXAMINATION [NOT USED]
20 3.3 PREPARATION
21 A. Tunneling shall not begin until the following have been completed:
22 1. All required submittals have been made and the City and/or Engineer has reviewed
23 and accepted all submittals.
24 2. Review of available utility drawings and location of conduits and underground
25 utilities in all areas where excavation is to be performed.
26 a. Notify the applicable one -call system prior to any excavation to avoid
27 interference with the existing conduits and utilities.
28 1) Repair damage to existing utilities resulting from excavation at no
29 additional cost to the City.
30 3. Shaft excavations and support systems for each drive completed in accordance with
31 the requirements of the Specifications.
32 4. Site safety representative has prepared a code of safe practices in accordance with
33 OSHA requirements.
34 a. Provide the Engineer and Owner with a copy of each prior to starting shaft
35 construction or tunneling.
36 b. Hold safety meetings and provide safety instruction for new employees as
37 required by OSHA.
38 5. All specified settlement monitoring points have been installed, approved and
39 baselined in accordance with the Contract Documents.
40 B. Verification of Stability
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20,2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15,2013
330523-6
HAND TUNNELING
Page 6 of 10
1 1. Confirm that the ground will remain stable without movement of soil or water while
2 the entry/exit location shoring is removed and while the tunnel is launched or
3 received into a shaft.
4 2. Demonstrate that all soils have been stabilized at all tunnel portal locations to:
5 a. Prevent the inflow of weak, running or flowing soils.
6 b. Prevent the inflow of loose rock.
7 c. Prevent and control groundwater inflows.
8 3.4 INSTALLATION
9 A. Tunnel Methods
10 1. Tunnel liner plate shall not be used where bore or jack methods are used, or
I I where not allowed on the Drawings or permits.
12 2. The Contractor shall be fully responsible to:
13 a. Ensure the methods used are adequate for the protection of workers, pipe,
14 property and the public
15 b. Provide a finished product as required.
16 B. General
17 I . The Contractor shall inunediately notify the City, in writing, if and when any
18 problems are encountered with equipment or materials, or if the Contractor believes
19 the conditions encountered are materially and significantly different than those
20 represented within the Contract Documents.
21 2. Properly manage and dispose of groundwater inflows to the shafts in accordance
22 with requirements of Specifications and all permit conditions.
23 a. Discharge of groundwater inflow into sanitary sewers is not allowed without
24 proper approval and permits.
25 3. Furnish all necessary equipment, power, water and utilities for tunneling, spoil
26 removal and disposal, grouting and other associated work required for the methods
27 of construction.
28 4. Promptly clean up. Remove and dispose of any spoil or slurry spillage.
29 5. Whenever there is a condition that is likely to endanger the stability of the
30 excavation or adjacent structures, operate with a full crew 24 hours a day, including
31 weekends and holidays, without interruption, until those conditions no longer
32 jeopardize the stability of the Work.
33 C. Installation with Steel Casing Pipe
34 1. Jack the pipe from the low or downstream end, unless specified otherwise.
35 a. Provide heavy duty jacks suitable for forcing the pipe through the embankment.
36 1) When operating jacks, apply pressure evenly.
37 b. Provide a suitable jacking head and bracing between jacks so that pressure will
38 be applied to the pipe uniformly around the ring of the pipe.
39 c. Provide a suitable jacking frame or back stop.
40 d. Set the pipe to be jacked on guides, properly braced together, to support the
41 section of the pipe and to direct it in the proper line and grade.
42 e. Place the whole jacking assembly so as to line up with the direction and grade
43 of the pipe.
44 £ In general, excavate embankment material just ahead of the pipe and remove
45 material through the pipe.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
April 15,2013
330523-7
HAND TUNNELING
Page 7 of 10
1 g. Force the pipe through the embankment with jacks into the space excavated.
2 2. The excavation for the underside of the pipe, for at least 1/3 of the circumference of
3 the pipe, shall conform to the contour and grade of the pipe.
4 a. Provide a clearance of not more than 2 inches for the upper half of the pipe.
5 1) This clearance shall be tapered off to 0 at the point where the excavation
6 conforms to the contour of the pipe.
7 b. Extend the distance of the excavation beyond the end of the pipe depending on
8 the character of the material, but do not exceed 2 feet in any case.
9 1) Decrease the distance if the character of the material being excavated
10 makes it desirable to keep the advance excavation closer to the end of the
11 pipe.
12 3. If desired, use a cutting edge of steel plate around the head end of the pipe
13 extending a short distance beyond the end of the pipe with inside angles or lugs to
14 keep the cutting edge from slipping back onto pipe.
15 4. When jacking of pipe has begun, carry on the operation without interruption to
16 prevent the pipe from becoming firmly set in the embankment.
17 a. Remove and replace any pipe damaged in the jacking operations.
18 b. The Contractor shall absorb the entire expense.
19 D. Installation with Tunnel Liner Plate
20 1. Install the tunnel liner plates to the limits indicated on the Drawings and as
21 specified in AASHTO HB-17, Section II-26, Construction of Tunnels Using Steel
22 Tunnel Liner Plates.
23 a. Assemble liner plates into circumferential rings.
24 b. Liner plates shall be of the type to permit segments to be installed completely
25 from inside the tunnel.
26 2. Accurately maintain the face of the excavation inside the tunnel so as to allow the
27 absolute minimum of void space outside the casing/liner plate.
28 a. Maintain a maximum of % inch tolerance between the outside of the
29 casing/liner plate and the excavation wherever possible.
30 b. The tunnel diameter shall not be greater than 2 inches larger than the liner O.D.
31 3. Liner plate installation shall proceed as closely as possible behind the excavation.
32 a. Excavation shall at no time be more than 6 inches ahead of the required space
33 to install an individual tunnel liner plate.
34 b. Use breast plates, poling boards or other suitable devices to maintain accurate
35 excavation with the minimum of unsupported excavation at any time.
36 c. Casing/Tunnel liner plate shall not be allowed to deflect vertically during
37 installation.
38 4. Tunneling operations shall control surface settlement and heave above the pipeline
39 to prevent damage to existing utilities, facilities and improvements.
40 a. In no case shall ground movements cause damage to adjacent structures,
41 roadways, or utilities.
42 b. The Contractor shall repair any damage resulting from construction activities,
43 at no additional cost to the City and without extensions of schedule for
44 completion.
45 E. Contact Grouting
46 1. Pressure grout any voids caused by or encountered during the tunneling.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Pad 3
City Project Number 01022
April 15,2013
330523-8
HAND TUNNELING
Page 8 of 10
1 a. Modify equipment and procedures as required to avoid recurrence of excessive
2 settlements or damage.
3 2. Install contact grout in the void space between the outside of the casing/tunnel liner
4 and the excavation.
5 a. For tunnel liner plate, install pressure grout mix at the end of each work day or
6 more often, as conditions warrant.
7 3. Install pressure grouting through grout fittings for the casing/tunnel liner plate 48-
8 inches in diameter or larger.
9 a. Grout fittings shall be fabricated into tunnel liner plate at a maximum spacing
10 of 6 feet.
11 b. Remove and plug grout fittings after pressure grouting.
12 4. Install pressure grout from the low end for all crossings where grout fittings are not
13 used.
14 a. Seal the low end and pressure grout until grout is extruded from the opposite
15 end.
16 F. Control of Line and Grade
17 1. Confirm that all established benchmarks and control points provided for the
18 Contractor's use are accurate.
19 a. Use these benchmarks to furnish and maintain all reference lines and grades for
20 tunneling.
21 b. Use lines and grades to establish the location of the pipe using a laser or
22 theodolite guidance system.
23 c. Submit to the City copies of field notes used to establish all lines and grades
24 and allow the Engineer to check guidance system setup prior to beginning each
25 tunneling drive.
26 d. Provide access for the City to perform survey checks of the guidance system
27 and the line and grade of the carrier pipe on a daily basis during tunneling
28 operations.
29 e. The Contractor remains fully responsible for the accuracy of the work and the
30 correction of it, as required.
31 2. The casing/tunnel liner shall be installed in accordance with the following
32 tolerances:
33 a. Variations from design line or grade: ± 1 inches maximum
34 1) If the installation is off line or grade, make the necessary corrections and
35 return to the design alignment and grade at a rate of not more than 1 inch
36 per 25 feet.
37 3. Monitor line and grade continuously during tunneling operations.
38 a. Record deviation with respect to design line and grade once at each pipe joint
39 and submit records to Engineer daily.
40 4. If the pipe installation does not meet the specified tolerances, correct the
41 installation, including any necessary redesign of the pipeline or structures and
42 acquisition of necessary easements.
43 G. Obstructions
44 1. If the tunneling operations should encounter an object or condition that impedes the
45 forward progress of the shield, notify the City immediately.
46 2. Correct the condition and remove, clear or otherwise make it possible for the shield
47 to advance past any objects or obstructions that impede forward progress.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20,2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15,2013
330523-9
HAND TUNNELING
Page 9 of 10
1 3. Proceed with removal of the object or obstruction by methods submitted by the
2 Contractor and accepted by the City and/or Engineer.
3 4. Compensation
4 a. The Contractor will receive compensation by change order for removal of
5 obstructions, as defined as metallic debris, reinforced concrete, rocks, whole
6 trees and other hard objects with a maximum dimension larger than 50 percent
7 of the outer diameter of the shield which:
8 1) Cannot be broken up by the cutting tools with diligent effort, and
9 2) Are located partially or wholly within the cross -sectional area of the bore
10 3) Contain utilities or ditch lines located longitudinally within the tunnel
11 horizon
12 b. Payment will be negotiated with the Contractor on a case -by -case basis.
13 c. The City and/or Engineer shall be provided an opportunity to view obstruction
14 prior to removal.
15 1) Any removal process that does not allow direct inspection of the nature
16 and position of the obstruction will not be considered for payment.
17 d. No additional compensation will be allowed for removing, clearing or
18 otherwise making it possible for the shield to advance past objects consisting of
19 cobbles, boulders, wood, reinforced concrete, and other objects or debris with
20 maximum lateral dimensions less than 50 percent of the outer diameter of the
21 shield.
22 3.5 CLEANUP AND RESTORATION
23 A. After completion of the tunneling, all construction debris, spoils, oil, grease and other
24 materials shall be removed from the tunneling pipe, shafts and all work areas.
25 1. Cleaning shall be incidental to the construction.
26 B. Restoration shall follow construction as the Work progresses and shall be completed as
27 soon as reasonably possible.
28 1. Restore and repair any damage resulting from surface settlement caused by shaft
29 excavation or tunneling.
30 2. Any property damaged or destroyed, shall be restored to a condition equal to or
31 better than that to which it existed prior to construction.
32 3. Restoration shall be completed no later than 30 days after tunneling is complete, or
33 earlier if required as part of a permit or easement agreement.
34 4. This provision for restoration shall include all property affected by the construction
35 operations.
36 3.6 RE -INSTALLATION [NOT USED]
37 3.7 SITE QUALITY CONTROL
38 A. Safety
39 1. No gasoline powered equipment shall be permitted in receiving shafts/pits.
40 a. Diesel, electrical, hydraulic and air powered equipment are acceptable, subject
41 to applicable local, State, and Federal regulations.
42 2. Furnish and operate a temporary ventilation system in accordance with applicable
43 safety requirements when personnel are underground.
44 a. Perform all required air and gas monitoring.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15,2013
330523 -10
HAND TUNNELING
Page 10 of 10
1 b. Ventilation system shall provide a sufficient supply of fresh air and maintain an
2 atmosphere free of toxic or flammable gasses in all underground work areas.
3 3. Perform all Work in accordance with all current applicable regulations and safety
4 requirements of the Federal, State, and Local agencies. Comply with all applicable
5 provisions of OSHA 29 CFR Part 1926, Subpart S, Underground Construction and
6 Subpart P, Excavations.
7 a. In the event of conflict, comply with the more stringent requirements.
8 4. If personnel will enter the pipe during construction, the Contractor shall develop an
9 emergency response plan for rescuing personnel trapped underground in a shaft
10 excavation or pipe.
11 a. Keep on -site all equipment required for emergency response in accordance with
12 the agency having jurisdiction.
13 3.8 SYSTEM STARTUP [NOT USED]
14 3.9 ADJUSTING [NOT USED]
15 3.10 CLEANING [NOT USED]
16 3.11 CLOSEOUT ACTIVITIES [NOT USED]
17 3.12 PROTECTION [NOT USED]
18 3.13 MAINTENANCE [NOT USED]
19 3.14 ATTACHMENTS [NOT USED]
20 END OF SECTION
21
22
Revision Log
DATE
NAME
SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15, 2013
1
2
330524-1
INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE
Page 1 of 10
SECTION 33 05 24
INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE
3 PART 1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 I. Requirements for the installation of carrier pipe into steel casings or tunnel liner
7 plate at locations shown on the Drawings
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. Line 2, Page 4, Item 1.6.B.5.h.
10 2. Line 27, Page 4, Item 2.2.B.1 (Sanitary Sewer Line 18 and greater).
11 3. Lines 8 & 10, Page 7, Items 3.4.B.La and Lb.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the
14 Contract
15 2. Division 1 — General Requirements
16 3. Section 33 01 30 — Sewer and Manhole Testing
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Installation of Sanitary Sewer Carrier Pipe in Casing/Tunnel Liner Plate
20 a. Measurement
21 I) Measured horizontally along the surface from centerline to centerline of the
22 beginning of the casing/liner to the end of the casing/liner
23 b. Payment
24 1) The work performed and materials furnished in accordance with this Item
25 and measured as provided under "Measurement" shall be paid for at the
26 unit price bid per linear foot for "Sewer Carrier Pipe" complete in place for:
27 a) Various Sizes
28 c. The price bid shall include:
29 1) Furnishing and installing Sanitary Sewer Main (Pipe) in Casing/Tunnel
30 Liner Plate as specified by the Drawings
31 2) Mobilization
32 3) Grout
33 4) Casing Spacers
34 5) End seals
35 6) Excavation
36 7) Hauling
37 8) Disposal of excess material
38 9) Clean-up
39 2. Installation of Water Carrier Pipe in Casing/Tunnel Liner Plate
40 a. Measurement
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
April 15, 2013
23 2. Casing: A steel pipe or tunnel liner installed by trenchless methods that supports the
24 ground and provides a stable underground excavation for installation of the carrier
25 pipe
26 B. Reference Standards
27 1. Reference standards cited in this Specification refer to the current reference
28 standard published at the time of the latest revision date logged at the end of this
29 Specification, unless a date is specifically cited.
INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE
Page 2 of 10
1 1) Measured horizontally along the surface from centerline to centerline of the
2 beginning of the casing/liner to the end of the casing/liner Payment
3 b. Payment
4 1) The work performed and materials furnished in accordance with this Item
5 and measured as provided under "Measurement" shall be paid for at the
6 unit price bid per linear foot for "Water Carrier Pipe" complete in place for:
7 a) Various Sizes
8 c. The price bid shall include:
9 1) Furnishing and installing Water Main (Pipe) in Casing/Tunnel Liner Plate
10 as specified by the Drawings
11 2) Mobilization
12 3) Grout
13 4) Joint restraint
14 5) Casing Spacers
15 6) End seals
16 7) Excavation
17 8) Hauling
18 9) Disposal of excess material
19 10) Clean-up
20 1.3 REFERENCES
21 A. Definitions
22 1. Carrier Pipe: Permanent pipe for operational use that is used to convey flows
36 3. International Organization for Standardization (ISO):
37 a. 9001, Quality Management Systems - Requirements.
38 4. Occupational Safety and Health Administration (OSHA)
39 a. OSHA Regulations and Standards for Underground Construction, 29 CFR Part
40 1926, Subpart S, Underground Construction and Subpart P, Excavation.
41 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
42 1.5 SUBMITTALS
43 A. Submittals shall be in accordance with Section 01 33 00.
44 B. All submittals shall be approved by the City prior to delivery.
30 2. American Society of Testing and Materials (ASTM)
31 a. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete
32 Specimens.
33 b. C109, Standard Test Method for Compressive Strength of Hydraulic Cement
34 Mortars (Using 2-in or [50 mm] Cube Specimens).
35 c. D638, Standard Test Method for Tensile Properties of Plastics.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
April 15, 2013
330524-3
INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE
Page 3 of 10
1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
2 A. Product Data
3 1. Casing Isolators/Spacers
4 a. Material Data
5 2. Grout Mix
6 a. Material Data
7 B. Shop Drawings
8 1. Required for 24-inch and larger pipe installations
9 2. Submit Work Plan describing the carrier pipe installation equipment, materials and
10 construction methods to be employed.
11 3. Casing Spacers/Isolators
12 a. Detail drawings and manufacturer's information for the casing isolators/spacers
13 that will be used.
14 1) Include dimension and component materials and documentation of
15 manufacturer's ISO 9001:2000 certification.
16 b. Alternatives to casing spacers/isolators may be allowed by the City on a case-
17 by -case basis.
18 c. For consideration of alternate method, submit a detailed description of method
19 including details.
20 4. End seal or bulkhead designs and locations for casing/liners.
21 5. Annular Space (between casing pipe and casing/tunnel liner plate) Grouting Work
22 Plan and Methods including:
23 a. Grouting methods
24 b. Details of equipment
25 c. Grouting procedures and sequences including:
26 1) Injection methods
27 2) Injection pressures
28 3) Monitoring and recording equipment
29 4) Pressure gauge calibration data
30 5) Materials
31 d. Grout mix details including:
32 1) Proportions
33 2) Admixtures including:
34 a) Manufacturer's literature
35 b) Laboratory test data verifying the strength of the proposed grout mix
36 c) Proposed grout densities
37 d) Viscosity
38 e) Initial set time of grout
39 (1) Data for these requirements shall be derived from trial batches from
40 an approved testing laboratory.
41 e. Submit a minimum of 3 other similar projects where the proposed grout mix
42 design was used.
43 f. Submit anticipated volumes of grout to be pumped for each application and
44 reach grouted.
45 g. For pipe installations greater than 36-inches, without hold down jacks or a
46 restrained spacer, provide buoyant force calculations during grouting and
47 measures to prevent flotation.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Nwnber 01022
April 15, 2013
INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE
Page 4 of 10
1 1) Calculations sealed by a licensed Engineer in the State of Texas.
2 h. Description of methods and devices to prevent buckling of carrier pipe during
3 grouting of annular space.
4 1.7 CLOSEOUT SUBMITTALS [NOT USED]
5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
6 1.9 QUALITY ASSURANCE
7 A. Certifications
8 1. Casing isolator/spacer manufacturer shall be certified against the provisions of
9 IS09001:2000.
10 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
11 1.11 FIELD [SITE] CONDITIONS [NOT USED]
12 1.12 WARRANTY [NOT USED]
13 PART 2 - PRODUCTS
14 2.1 OWNER -FURNISHED [ors] OWNER-SUPPLIEDPRODUCTS [NOT USED]
15 2.2 MATERIALS
16 A. Manufacturers
17 1. Only the manufacturers as listed on the City's Standard Products List will be
18 considered as shown in Section 01 60 00.
19 a. The manufacturer must comply with this Specification and related Sections.
22 3. The Casing Spacers/Isolators shall be new and the product of a manufacturer
23 regularly engaged in the manufacturing of casing spacers/isolators.
24 B. Design Criteria and Materials
20 2. Any product that is not listed on the Standard Products List is considered a
21 substitution and shall be submitted in accordance with Section 01 25 00.
25 1. Carrier pipe shall be installed within the horizontal and vertical tolerances as
26 indicated in PART 3 of this Specification, incorporating all
27 dimensions required g su Pport/insulator
Diameter
(inches)
Material
Specification
Reference
Water Line
6-12
DIP (Restrained)
33 11 10
16-20
DIP (Restrained)
AWWA C303 (Restrained)
33 11 10
33 11 13
2
24 and greater
DIP (Restrained)
AWWA C303 (Restrained)
AWWA C301 (Restrained)
33 11 10
33 11 13
33 11 15
Sanitary
Sewer Line
8-16
DIP (with Ceramic Epoxy)
PVC C900 DR14
33 11 10
33 31 20
18 and greater
DIP (with Ceramic Epoxy)
Fiberglass (SN72 required)
33 11 10
33 31 13
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements —Part 3
City Project Number 01022
April 15, 2013
330524-5
INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER Page 9 PLATEf 10
1 2. Grout of annular space
2 a. For gravity sewer carrier pipe installation:
3 I) Fill all voids between the carrier pipe and the casing or liner with grout.
4 2) All exterior carrier pipe surfaces and all interior casing or liner surfaces
5 shall be in contact with the grout.
6 b. For water line installation:
7 I) No annular space fill will be used.
8 3. Grout Mixes
9 a. Low Density Cellular Grout (LDCC)
10 1) Annular space (between sewer carrier pipe and casing/liner) grout shall be
11 LDCC.
12 2) The LDCC shall be portland cement based grout mix with the addition of a
13 foaming agent designed for this application.
14 3) Develop 1 or more grout mixes designed to completely fill the annular
15 space based on the following requirements:
16 a) Provide adequate retardation to completely fill the annular space in 1
17 monolithic pour.
18 b) Provide less than I percent shrinkage by volume.
19 c) Compressive Strength
20 ) Minimum strength
x with thel0 psi in 24 hours, proper density and us0psi in 28 days
e proper methods to
21 d) Design grout
22 prevent floating of the carrier pipe.
23 e) Proportion grout to flow and to completely fill all voids between the
24 carrier pipe and the casing or liner.
25 4. End Seals
26 a. Provide end seals at each end of the casing or liner to contain the grout backlit'
27 or to close the casing/liner ends to prevent the inflow of water or soil.
28 1) For water piping less than 24-inch diameter, use hard rubber seals, Model
29 PL Link Seal as manufactured by the Thunderline Corporation or approved
30 equal.
31 2) For water piping 24-inch diameter and greater, use pull -on, 1/8 inch thick,
32 synthetic rubber end seals, Model C, as manufactured by Pipeline Seal and
33 Insulator, Inc. or approved equal.
34 3) For sewer piping, no end seals are required since the annular space between
35 the carrier pipe and the casing will be grouted. pressure and be
36 b. Design end seals to withstand the anticipated soil or grouting p
37 watertight to prevent groundwater from entering the casing.
38 5. Casing Spacers/Insulators
39 a. Provide casing spacers/insulators to support the carrier pipe during installation
40 and grouting (where grout is used).
41 b. Casing Spacers/Isolator's material and properties:
42 1) Shall be minimum 14 gage
43 2) For water pipe, utilize Stainless Steel.
44 3) For sewer pipe, utilize Coated Steel.
45 4) Suitable for supporting weight of carrier pipe without deformation or
46 collapse during installation 47 c. Provide restrained -style casing spacers to hold all pipes stable during grouting
48 operations and prevent floating or movement.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15, 2013
1 2 d. Provide dielectric strength sufficient to electrically isolate each component
from one another and from the casing.
3 4 e. Design risers for appropriate loads, and, as a minimum:
I) Provide 10 gage steel risers
5
6 a) Provide stainless steel bands and risers for water installations.
f. Band material and criteria
7 I) Provide chloride inner liner with:
8 polyvinyl
9 a) Minimum thickness of 0.09 inches
I9 b) Durometer "A" of 85-90 hardness
I l e) Minimum dielectric strength of 58,000 volts
12 g. Runner material and criteria
13 1) Provide pressure -molded glass reinforced polymer or UHMW with:
14 a) Minimum of 2 inches in width and a minimum of 11 inches in length.
15 2) Attach to the band or riser with 3/8 inch minimum welded steel or stainless
16 steel studs.
17 3) Runner studs and nuts shall be recessed well below the wearing surface of
the runner
18
19 a) Fill recess with a corrosion inhibiting filler.
h. Riser height
20
21 1) Provide sufficient height with attached runner allow a minimum clearance
22
of 2 inches between the outside of carrier pipe bells or couplings and the
inside of the casing liner surface.
23 2.3 ACCESSORIES [NOT USED]
24 2.4 SOURCE QUALITY CONTROL [NOT USED]
INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE
Page 6 of 10
25 PART 3- EXECUTION
26 3.1 INSTALLERS [NOT USED]
27 3.2 EXAMINATION [NOT USED]
28 3.3 PREPARATION [NOT USED]
29 3.4 INSTALLATION
30 A. General
31 1. Carrier pipe installation shall not begin until the following tasks have been
32 completed:
33 a. All required submittals have been provided, reviewed and accepted.
34 b. All casing/liner joints are watertight and no water is entering casing or liner
35 from any sources.
36 c. All contact grouting is complete.
37 d. Casing/liner alignment record drawings have been submitted and accepted by
38 City to document deviations due to casing/liner installation.
39 e. Site safety representative has prepared a code of safe practices and an
40 emergency plan in accordance with applicable requirements.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements —Part 3
City Project Number01022
April 15, 2013
330524-7
INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE
Page 7 of 10
1 2. The carrier pipe shall be installed within the casings or liners between the limits
2 indicated on the Drawings, to the specified lines and grades and utilizing methods
3 which include due regard for safety of workers, adjacent structures and
4 improvements, utilities and the public.
5 B. Control of Line and Grade
6 1. Install Carrier pipe inside the steel casing within the following tolerances:
7 a. Horizontal
8 1) ± 1 inches from design line
9 b. Vertical
10 1) 10.5 inch from design grade
11 2. Check line and grade set up prior to beginning carrier pipe installation.
12 3. Perform survey checks of line -and -grade of carrier pipe during installation
13 operations. -
14 4. The Contractor is fully responsible for the accuracy of the installation and the
15 correction of it, as required.
16 a. Where the carrier pipe installation does not satisfy the specified tolerances,
17 correct the installation, including if necessary, redesign of the pipe or structures
18 at no additional cost to City.
19 C. Installation of Carrier Pipe
20 1. Pipe Installation
21 a. Remove all loose soil from casing or liner.
22 b. Grind smooth all rough welds at casing joints.
23 2. Installation of Casing Spacers
24 a. Provide casing spacers, insulators or other approved devices to prevent
25 flotation, movement or damage to the pipe during installation and grout backfill
26 placement.
27 b. Assemble and securely fasten casing spacers to the pipeline to be installed in
28 casings or tunnels.
29 c. Correctly assemble, evenly tighten and prevent damage during tightening of the
30 insulators and pipe insertion.
31 d. Install spacers in accordance with manufacturer's recommendations.
32 e. Install carrier pipe so that there is no metallic contact between the carrier pipe
33 and the casing.
34 f. Carrier pipe shall be installed without sliding or dragging it on the ground or in
35 the casing/liner in a manner that could damage the pipe or coatings.
36 1) If guide rails are allowed, place cement mortar on both sides of the rails.
37 g. Coat the casing spacer runners with a non-corrosive/environmentally safe
38 lubricant to minimize friction when installing the carrier pipe.
39 h. The carrier pipe shall be electrically isolated from the carrier pipe and from the
40 casing.
41 i. Grade the bottom of the trench adjacent to each end of the casing to provide a
42 firm, uniform and continuous support for the pipe. If the trench requires some
43 backfrll to establish the final trench bottom grade, place the backfrll material in
44 6-inch lifts and compact each layer.
45 j. After the casing or tunnel liner has been placed, pump dry and maintain dry
46 until the casing spacers and end seals are installed.
47 3. Insulator Spacing
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number01022
April 15, 2013
330524-8
INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE
Page 8 of 10
1 a. Maximum distance between spacers is to be 6 feet.
2 b. For ductile -iron pipe, flanged pipe or bell and spigot pipe, install spacers within
3 1 foot on each side of the bell or flange and 1 in the center of the joint where 18
4 foot or 20 foot long joints are used.
5 c. If the casing or pipe is angled or bent, reduce the spacing.
6 d. The end spacer must be within 6 inches of the end of the casing pipe, regardless
7 of size of casing and pipe or type of spacer used.
8 e. Install spacers on PVC pipe at the insertion line to prevent over -insertion of the
9 spigot into the bell.
10 4. After installation of the carrier pipe:
11 a. Mortar inside and outside of the joints, as applicable
12 b. Verify electrical discontinuity between the water carrier pipe and tunnel liner.
13 1) If continuity exists, remedy the short, by all means necessary including
14 removing and reinstalling the carrier pipe, prior to applying cellular grout.
15 c. If hold down jacks or casing spacers are used, seal or plug the ends of the
16 casing.
17 d. If steel pipe is used and not welded prior to installation in casing/liner, welding
18 of pipe will only be allowed after grouting of annular space is complete.
19 D. Installation of End Seals
20 1. For Water Pipes
21 a. Grout end of casing/liner a minimum of 6 inches and a maximum of 12 inches.
22 b. Place pull -on synthetic rubber end seals on the pipe and pull over the end of the
23 casing. Securely fasten with stainless steel bands.
24 2. For Sewer Pipes
25 a. Grout annular space between carrier pipe and casing as indicated in this
26 Specification.
27 E. Annular Space Grouting (For Sewer Only)
28 1. Prepare pipe as necessary to prevent the pipe from floating during grouting
29 operation as necessary.
30 2. Mixing of Grout
31 a. Mix material in equipment of sufficient size to provide the desired amount of
32 grout material for each stage in a single operation.
33 1) The equipment shall be capable of mixing the grout at the required densities
34 for the approved procedure and shall be capable of changing the densities
35 as required by field conditions.
36 3. Backfill Annular Space with Grout
37 a. Prior to filling of the annular space, test the carrier pipe in accordance with
38 Section 33 01 30.
39 b. Verify the maximum allowable pressure with the carrier pipe manufacturer and
40 do not exceed this pressure.
41 c. After the installation of the carrier pipe, the remaining space (all voids) between
42 the casing/liner and the carrier shall be filled with LDCC grout.
43 1) All surfaces of the exterior carrier pipe wall and casing/liner interior shall
44 be in contact with the grout.
45 2) Grout shall be pumped through a pipe or hose.
46 3) Use grout pipes, or other appropriate materials, to avoid damage to carrier
47 pipe during grouting.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
April 15, 2013
330524-9
INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE
Page 9 of 10
1 4. Injection of LDCC Grout
2 a. Grout injection pressure shall not exceed the carrier pipe manufacturer's
3 approved recommendations or 5 psi (whichever is lower).
4 b. Pumping equipment shall be of a size sufficient to inject grout at a volume,
5 velocity and pressure compatible with the size/volume of the annular space.
6 c. Once grouting operations begin, grouting shall proceed uninterrupted, unless
7 grouting procedures require multiple stages.
8 d. Grout placements shall not be terminated until the estimated annular volume of
9 grout has been injected.
10 5. Block the carrier pipe during grouting to prevent flotation during grout installation.
11 6. Protect and preserve the interior surfaces of the casing from damage.
12 3.5 REPAIR / RESTORATION [NOT USED]
13 3.6 RE -INSTALLATION (NOT USED]
14 3.7 FIELD [oR] SITE QUALITY CONTROL
15 A. Reports and Records required for pipe installations greater than 48-inches and longer
16 than 350 feet
17 1. Maintain and submit daily logs of grouting operations.
18 a. Include:
19 1) Grouting locations
20 2) Pressures
21 3) Volumes -
22 4) Grout mix pumped
23 5) Time of pumping
24 2. Note any problems or unusual observations on logs.
25 B. Grout Strength Tests
26 I. City will perform testing for 24-hour and 28-day compressive strength tests for the
27 cylinder molds or grout cubes obtained during grouting operations.
28 2. City will perform field sampling during annular space grouting.
29 a. City will collect at least 1 set of 4 cylinder molds or grout cubes for each 100
30 cubic yards of grout injected but not less than 1 set for each grouting shift.
31 b. City will perform 24-hour and 28-day compressive strength tests per ASTM
32 C39 (cylindrical specimens) or ASTM C109 (cube specimens).
33 c. Remaining samples shall be tested as directed by City.
34 C. Safety
35 1. The Contractor is responsible for safety on the job site.
36 a. Perform all Work in accordance with the current applicable regulations of the
37 Federal, State and local agencies.
38 b. In the event of conflict, comply with the more restrictive applicable
39 requirement.
40 2. No gasoline powered equipment shall be permitted in jacking shafts and receiving
41 shafts/pits.
42 a. Diesel, electrical, hydraulic and air powered equipment is acceptable, subject to
43 applicable local, State and Federal regulations.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number01022
April 15, 2013
330524-10
INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE
Page 10 of 10
1 3. Methods of construction shall be such as to ensure the safety of the Work,
2 Contractor's and other employees on site and the public.
3 4. Furnish and operate a temporary ventilation system in accordance with applicable
4 safety requirements when personnel are underground.
5 a. Perform all required air and gas monitoring.
6 b. Ventilation system shall provide a sufficient supply of fresh air and maintain an
7 atmosphere free of toxic or flanunable gasses in all underground work areas.
8 5. Perform all Work in accordance with all current applicable regulations and safety
9 requirements of the federal, state and local agencies.
10 a. Comply with all applicable provisions of OSHA 29 CFR Part 1926, Subpart S,
11 Underground Construction and Subpart P, Excavations.
12 b. In the event of conflict, comply with the more stringent requirements.
13 6. If personnel will enter the pipe during construction, the Contractor shall develop an
14 emergency response plan for rescuing personnel trapped underground in a shaft
15 excavation or pipe.
16 a. Keep on -site all equipment required for emergency response in accordance with
17 the agency having jurisdiction
18 3.8 SYSTEM STARTUP [NOT USED]
19 3.9 ADJUSTING [NOT USED]
20 3.10 CLEANING [NOT USED]
21 3.11 CLOSEOUT ACTIVITIES [NOT USED]
22 3.12 PROTECTION [NOT USED]
23 3.13 MAINTENANCE [NOT USED]
24 3.14 ATTACHMENTS [NOT USED]
25 END OF SECTION
26
27
Revision Log
DATE
NAME
SUMMARY OF CHANGE
12/20/2012
D. Johnson
2.2.B.1 —Modified minimum water line diameter from 8-inches to 6-inches
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Pail 3
City Project Number 01022
April 15, 2013
1
2
333113-1
FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS
Page 1 of7
SECTION 33 31 13
FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS
3 PART 1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Fiberglass Reinforced pipe 18-inch and larger for gravity sanitary sewer
7 applications
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. For the Carrier Sewer Pipe installation in Casing Pipe or Tunnel Liner Plate,
10 Centrifugally Cast Reinforce Fiberglass Mortar Pipe (CCRFMP) (HOBAS or
11 approved equal) and a mandrel wound glass -reinforced polymer (GRP) pipe
12 (FIOWTITE m or approved equal) are approved for use on this project as a
13 gravity sewer (per ASTM D3262) or as a pressure sewer pipe (per ASTMD3754).
14 In all cases, stiffness class SN72 shall be used on this project for the installation
15 of carrier sewer pipe in casing or tunnel liner plate (TLP).
16 C. Related Specification Sections include, but are not necessarily limited to:
17 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the
18 Contract
19 2. Division 1 — General Requirements
20 3. Section 33 01 30 — Sewer and Manhole Testing
21 4. Section 33 01 31 — Closed Circuit Television (CCTV) Inspection
22 5. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill
23 6. Section 33 05 26 — Utility Markers/Locators
24 7. Section 33 31 50 — Sanitary Sewer Service Connections and Service Line
25 1.2 PRICE AND PAYMENT PROCEDURES
26 A. Measurement and Payment
27 1. Measurement
28 a. Measured horizontally along the surface from center line to center line of the
29 manhole, or appurtenance
30 2. Payment
31 a. The work performed and materials furnished in accordance with this Item and
32 measured as provided under "Measurement' will be paid for at the unit price
33 bid per linear foot for "Fiberglass Sewer Pipe" installed for:
34 I) Various sizes
35 2) Various backfills
36 3. The price bid shall include:
37 a. Furnishing and installing Fiberglass gravity pipe with joints as specified by the
38 Drawings
39 b. Mobilization
40 c. Pavement removal
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20,2012
Clear Fork Drainage Basin M-210 Sewer hnprovements —Part 3
City Project Number 01022
April 15,2013
33 31 13 -2
FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS
Page 2 of 7
1 d. Excavation
2 e. Hauling
3 f. Disposal of excess material
4 g. Gaskets
5 h. Furnishing, placement and compaction of embedment
6 i. Furnishing, placement and compaction of backfill
7 j. Trench water stops
8 k. Clean-up
9 1. Cleaning
10 m. Testing
11 1.3 REFERENCES
12 A. Reference Standards
13 1. Reference standards cited in this Specification refer to the current reference
14 standard published at the time of the latest revision date logged at the end of this
15 Specification, unless a date is specifically cited.
16 2. ASTM International (ASTM):
17 a. D3236, Standard Test Method for Apparent Viscoscity of Hot Melt Adhesives
18 and Coating Materials.
19 b. D3262, Standard Specification for "Fiberglass" (Glass -Fiber -Reinforced
20 Thermosetting -Resin) Sewer Pipe.
21 c. D3681, Standard Test Method for Chemical Resistance of "Fiberglass" (Glass-
22 Fiber -Reinforced Thermosetting -Resin) Pipe in a Deflected Condition.
23 d. D4161, Standard Specification for "Fiberglass" (Glass -Fiber -Reinforced
24 Thermosetting -Resin) Pipe Joints Using Flexible Elastomeric Seals.
25 e. F477, Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic
26 Pipe.
27 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
28 1.5 SUBMITTALS
29 A. Submittals shall be in accordance with Section 01 33 00.
30 B. All submittals shall be approved by the City prior to delivery.
31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
32 A. Product Data
33 1. Manufacturer
34 2. Manufacturer Number (identifies factory, location, and date manufactured.)
35 3. Nominal Diameter
36 4. Beam load
37 5. Laying lengths
38 6. ASTM designation
39 B. Shop Drawings
40 1. Pipe details
41 2. Joint details
42 3. Miscellaneous items to be furnished and fabricated for the pipe
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
April 15, 2013
33 31 13 -3
FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS
Page 3 of 7
1 4. Dimensions
2 5. Tolerances
3 6. Wall thickness
4 7. Properties and strengths
5 8. Pipe calculations
6 a. Calculations confirming the pipe will handle anticipated loading signed and
7 sealed by a Licensed Professional Engineer in Texas
8 C. Certificates
9 1. Furnish an affidavit certifying that all Fiberglass Reinforced Pipe meets the
10 provisions of this Section and has been tested and meets the requirements of ASTM
11 D3262.
12 1.7 CLOSEOUT SUBMITTALS [NOT USED]
13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
14 1.9 QUALITY ASSURANCE
15 A. Qualifications
16 I. Manufacturers
17 a. Finished pipe shall be the product of 1 manufacturer for each size per project.
18 b. Pipe manufacturing operations shall be performed under the control of the
19 manufacturer.
20 c. All pipe furnished shall be in conformance with this specification and ASTM
21 D3262.
22 1.10 DELIVERY, STORAGE, AND HANDLING
23 A. Delivery
24 1. Provide adequate strutting during transport to prevent damage to the pipe, fittings
25 and appurtenances.
26 B. Storage and Handling Requirements
27 1. Gravity pipe shall be stored and handled in accordance with the manufacturer's
28 guidelines.
29 2. Secure and maintain a location to store the material in accordance with
30 Section 01 66 00.
31 1.11 FIELD [SITE] CONDITIONS [NOT USED]
32 1.12 WARRANTY [NOT USED]
33 PART 2 - PRODUCTS
34 2.1 OWNER -FURNISHED loR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
35 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS
36 A. Manufacturers
37 1. Only the manufacturers as listed in the City's Standard Products List will be
38 considered as shown in Section 01 60 00.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
April 15,2013
33 31 13 -4
FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS
Page 4 of 7
1 a. The manufacturer must comply with this Specification and related Sections.
2 2. Any product that is not listed on the Standard Products List is considered a
3 substitution and shall be submitted in accordance with Section 01 25 00.
4 B. Performance / Design Criteria
5 1. Pipe
6 a. Design in accordance with ASTM D3262
7 b. Design pipe for service loads that include:
8 1) External groundwater and earth loads
9 2) Jacking/pushing loads
10 a) The allowable jacking/pushing capacity shall not exceed 40 percent of
-11 the ultimate compressive strength or the maximum allowable
12 compressive strength recommended by the manufacturer, whichever is
13 less.
14 3) Traffic loads
15 4) Practical considerations for handling, shipping and other construction
16 operations
17 c. Design is to be conducted under the supervision of a Professional Engineer
18 licensed in the State of Texas, who shall seal and sign the design.
19 d. Standard lay length of 20 feet, except for special fittings or closure pieces
20 necessary to comply with the Drawings.
21 e. Stiffness class that satisfies design requirement on the Drawings, but not less
22 than 46 psi when used in direct bury operations.
23 f. Accommodate vertical alignment changes required because of existing utility or
24 other conflicts by an appropriate change in pipe design depth.
25 g. In no case shall pipe be installed deeper than its design allows.
26 2. Dimensional Tolerances
27 a. Inside diameter
28 1) Pipe shall not vary more than 1/8 inch from the nominal inside diameter.
29 b. Roundness
30 1) The difference between the major and minor outside diameters shall not
31 exceed 0.1 percent of the nominal outside or 'A inch, whichever is less.
32 c. Wall thickness
33 1) Provide minimum single point thickness no less than 98 percent of stated
34 design thickness.
35 d. End Squareness
36 1) Provide pipe ends square to pipe axis with maximum tolerance of 1/8 inch.
37 e. Fittings
38 1) Provide tolerance of angle of elbow and angle between main and leg of wye
39 or tee to ±2 degrees.
40 2) Provide tolerance of laying length of fitting to 12 inches.
41 C. Materials
42 I. Resin Systems
43 a. Only use polyester resin system with proven history of performance in this
44 particular application.
45 2. Glass Reinforcements
46 a. Use reinforcing glass fibers of highest quality commercial grade E-glass
47 filaments with binder and sizing compatible with impregnated resins to
48 manufacture components.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
April 15, 2013
333113-5
FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS
Page 5 of 7
1 3. Fillers
2 a. Silica sand or other suitable materials may be used.
3 b. Use 98 percent silica with maximum moisture contest of 0.2 percent.
4 4. Additives
5 a. Resin additives, such as curing agents, pigments, dyes, fillers, thixotropic
6 agents, etc., when used, shall not detrimentally affect the performance of the
7 product.
8 5. Internal liner resin
9 a. Suitable for service as sewer pipe
10 b. Highly resistant to exposure to sulfuric acid
11 c. Produced by biological activity from hydrogen sulfide gases
12 d. Meet or exceed requirements of ASTM D3681
13 6. Gaskets
14 a. Supply from approved gasket manufacturer in accordance with ASTM F477
15 and suitable for service intended.
16 b. Affix gaskets to pipe by means of suitable adhesive or install in a manner so as
17 to prevent gasket from rolling out of pre-cut groove in pipe or sleeve coupling.
18 c. Provide the following gaskets in potentially contaminated areas.
19 1) Petroleum (diesel, gasoline) — Viton
20 2) Other contaminants — Manufacturer recommendation
21 7. Couplings
22 a. Field connect pipe with fiberglass sleeve couplings that utilize elastomeric
23 sealing gaskets as sole means to maintain joint water tightness.
24 8. Joints
25 a. Joints must meet requirements of ASTM D4161.
26 9. Pipe markings shall meet the minimum requirements of ASTM D3236. Minimum
27 pipe markings shall be as follows:
28 a. Manufacturer
29 b. Manufacturer Number (identifies factory, location, date manufactured, shift
30 and sequence)
31 c. Nominal diameter
32 d. Beam load
33 e. Laying length
34 f. ASTM designation
35 10. Connections
36 a. Use only manufactured fittings.
37 b. See Section 33 31 50.
38 11. Detectable Metallic Tape
39 a. See Section 33 05 26.
40 2.3 ACCESSORIES [NOT USED]
41 2.4 SOURCE QUALITY CONTROL [NOT USED]
42 PART 3 - EXECUTION
43 3.1 INSTALLERS [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number01022
April 15,2013
I 3.2 EXAMINATION [NOT USED]
2 3.3 PREPARATION [NOT USED]
3 3.4 INSTALLATION
4
5
6
7
8
9
10
11
33 31 13 -6
FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS
Page 6 of 7
General
1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in
Section 33 05 10 and in accordance with the pipe manufacturer's recommendations.
2. Lay pipe to the lines and grades as indicated in the Drawings.
3. Excavate and backfill trenches in accordance with Section 33 05 10.
4. Embed pipe in accordance with Section 33 05 10.
5. For installation of carrier pipe within casing, see Section 33 05 24.
B. Pipe Handling
12 1. Haul and distribute pipe and fittings at the project site.
13 2. Handle piping with care to avoid damage.
14 a. Inspect each joint of pipe and reject or repair any damaged pipe prior to
15 lowering into the trench.
16 b. Use only nylon ropes, slings or other lifting devices that will not damage the
17 surface of the pipe for handling pipe.
18 3. At the close of each operating day:
19 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after
20 the laying operation.
21 b. Effectively seal the open end of the pipe using a gasketed night cap.
22 C. Pipe Joint Installation
23 a. Clean dirt and foreign material from the gasketed socket and the spigot end.
24 b. Assemble pipe joint by sliding the lubricated spigot end into the gasketed bell
25 end to the reference mark.
26 Install such that identification marking on each joint are oriented upward
27 toward the trench opening.
28 When making connection to manhole, use an elastomeric seal or flexible boot
29 to facilitate a seal.
33
34 3.5
35 3.6 RE -INSTALLATION [NOT USED]
36 3.7 FIELD [old SITE QUALITY CONTROL
A.
d.
30 Connection Installation
31 1. See Section 33 31 50.
32 Detectable Metallic Tape Installation
1. See Section 33 05 26.
REPAIR / RESTORATION [NOT USED]
D.
E.
c.
37 A. Field Tests and Inspections
38 1. Closed Circuit Television (CCTV) Inspection
39 a. Provide a CCTV inspection in accordance with Section 33 01 31.
40 2. Air Test and Deflection (Mandrel) Test
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
April 15, 2013
33 31 13 -7
FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS
Page 7 of 7
1 a. Perform test in accordance with Section 33 01 30.
2 3.8 SYSTEM STARTUP [NOT USED]
3 3.9 ADJUSTING [NOT USED]
4 3.10 CLEANING [NOT USED]
5 3.11 CLOSEOUT ACTIVITIES [NOT USED]
6 3.12 PROTECTION [NOT USED]
7 3.13 MAINTENANCE [NOT USED]
8 3.14 ATTACHMENTS [NOT USED]
9 END OF SECTION
10
11
Revision Log
DATE
NAME
SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December20, 2012
Clear Fork Drainage Basin M-210 Sewer improvements— Part 3
City Project Number 01022
April 15,2013
2
3 PART1- GENERAL
4 1.1 SUMMARY
333910-1
CAST -IN -PLACE CONCRETE MANHOLE
Page 1 of 7
SECTION 33 3910
CAST -IN -PLACE CONCRETE MANHOLE
5 A. Section Includes:
6 1. Sanitary Sewer Cast -in -Place Concrete Manholes
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. All 5 foot diameter manholes shall also conform to the manhole detail as shown
9 on sheet 5A of the construction drawings.
10 2. Manholes referenced on the drawings require the integration of the ConShield or
11 approved equal microbial inhibitor additive to concrete mix design for long term
12 control corrosion. The inclusion of this additive shall be in accordance with the
13 Special Specification SS-04 Corrosion Resistance Additive to Concrete.
14 a. The ConShield additive should be filly integrated (mixed at the batch plant)
15 for all concrete used to construct a cast -in -place manhole, except for the
16 supplemental concrete that is field poured for the final benches formed in the
17 manholes.
18 C. Related Specification Sections include but are not necessarily limited to:
19 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the
20 Contract
21 2. Division 1 — General Requirements
22 3. Section 03 30 00 — Cast -In -Place Concrete
23 4. Section 03 80 00 — Modifications to Existing Concrete Structures
24 5. Section 33 01 30 — Sewer and Manhole Testing
25 6. Section 33 05 13 — Frame, Cover, and Grade Rings
26 7. Section 33 39 60 — Epoxy Liners for Sanitary Sewer Structures
27 1.2 PRICE AND PAYMENT PROCEDURES
28 A. Measurement and Payment
29 1. Manhole
30 a. Measurement
31 1) Measurement for this Item shall be per each.
32 b. Payment
33 1) The work performed and the materials fumished in accordance with this
34 Item shall be paid for at the unit price bid per each "Manhole" installed for:
35 a) Various sizes
36 b) Various types
37 c. The price bid will include:
38 1) Manhole structure complete in place
39 2) Excavation
40 3) Forms
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
April 15,2013
333910-2
CAST -IN -PLACE CONCRETE MANHOLE
Page 2 of 7
1 4) Concrete
2 5) Backfill
3 6) Foundation
4 7) Drop pipe
5 8) Stubs
6 9) Frame
7 10) Cover
8 11) Grade rings
9 12) Pipe connections
10 13) Pavement removal
11 14) Hauling
12 15) Disposal of excess material
13 16) Placement and compaction of backfill
14 17) Clean-up
15 2. Extra Depth Manhole
16 a. Measurement
17 1) Measurement for added depth beyond 6 feet will be per vertical foot,
18 measured to the nearest 1/10 foot.
19 b. Payment
20 1) The work performed and the materials furnished in accordance with this
21 Item and measured as provided under "Measurement" will be paid for at the
22 unit price bid per vertical foot for "Extra Depth Manhole" specified for:
23 a) Various sizes
24 c. The price bid will include:
25 I) Manhole structure complete in place
26 2) Excavation
27 3) Forms
28 4) Reinforcing steel (if required)
29 5) Concrete
30 6) Backfill
31 7) Foundation
32 8) Drop pipe
33 9) Stubs
34 10) Frame
35 11) Cover
36 12) Grade rings
37 13) Pipe connections
38 14) Pavement removal
39 15) Hauling
40 16) Disposal of excess material
41 17) Placement and compaction of backlit]
42 18) Clean-up
43 3. Sanitary Sewer Junction Structure
44 a. Measurement
45 1) Measurement for this Item will be per each Sewer Junction Structure being .
46 installed.
47 b. Payment
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements —Part 3
City Project Number 01022
April 15, 2013
333910-3
CAST -IN -PLACE CONCRETE MANHOLE
Page 3 of 7
1 1) The work performed and materials furnished in accordance with this Item
2 and measured as provided under "Measurement" shall be paid for at the
3 lump sum bid per each "Sewer Junction Structure" location.
4 c. Price bid will include:
5 1) Junction Structure complete in place
6 2) Excavation
7 3) Forms
8 4) Reinforcing steel (if required)
9 5) Concrete
10 6) Backfill
11 7) Foundation
12 8) Drop pipe
13 9) Stubs
14 10) Frame
15 11) Cover
16 12) Grade rings
17 13) Pipe connections
18 14) Pavement removal
19 15) Hauling
20 16) Disposal of excess material
21 17) Placement and compaction of backfill
22 18) Clean-up
23 1.3 REFERENCES
24 A. Definitions
25 1. Manhole Type
26 a. Standard Manhole (See City Standard Details)
27 1) Greater than 4 feet deep up to 6 feet deep
28 b. Standard Drop Manhole (See City Standard Details)
29 I) Same as Standard Manhole with external drop connection (s)
30 c. Type "A" Manhole (See City Standard Details)
31 1) Manhole set on a reinforced concrete block placed around 39-inch and
32 larger sewer pipe
33 d. Shallow Manhole (See City Standard Details)
34 1) Less than 4 feet deep with formed invert for sewer pipe diameters smaller
35 than 39-inch
36 2. Manhole Size
37 a. 4 foot diameter
38 I) Used with pipe ranging from 8-inch to 15-inch
39 b. 5 foot diameter
40 1) Used with pipe ranging from 18-inch to 36-inch
41 c. See specific manhole design on Drawings for pipes larger than 36-inch.
42 B. Reference Standards
43 1. Reference standards cited in this Specification refer to the current reference
44 standard published at the time of the latest revision date logged at the end of this
45 Specification, unless a date is specifically cited.
46 2. ASTM International (ASTM):
47 a. D4258, Standard Practice for Surface Cleaning Concrete for Coating.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15, 2013
333910-4
CAST -IN -PLACE CONCRETE MANHOLE
Page 4 of 7
1 b. D4259, Standard Practice for Abrading Concrete.
2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
3 1.5 SUBMITTALS
4 A. Submittals shall be in accordance with Section 01 33 00.
5 B. All submittals shall be approved by the City prior to delivery.
6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
7 A. Product Data
8 1. Drop connection materials
9 2. Pipe connections at manhole walls
10 3. Stubs and stub plugs
11 4. Admixtures
12 5. Concrete Mix Design
13 1.7 CLOSEOUT SUBMITTALS [NOT USED]
14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
15 1.9 QUALITY ASSURANCE [NOT USED]
16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED)
17 1.11 FIELD [SITE] CONDITIONS [NOT USED]
18 1.12 WARRANTY [NOT USED]
19 PART2- PRODUCTS
20 2.1 OWNER -FURNISHED [oR) OWNER-SUPPLIEDPRODUCTS [NOT USED]
21 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS
22 A. Manufacturers
23 1. Only the manufacturers as listed on the City's Standard Products List will be
24 considered as shown in Section 01 60 00.
25 a. The manufacturer must comply with this Specification and related Sections.
26 2. Any product that is not listed on the Standard Products List is considered a
27 substitution and shall be submitted in accordance with Section 01 25 00.
28 B. Materials
29 1. Concrete — Conform to Section 03 30 00.
30 2. Reinforcing Steel — Conform to Section 03 21 00.
31 3. Frame and Cover— Conform to Section 33 05 13.
32 4. Grade Ring — Conform to Section 33 05 13.
33 5. Pipe Connections
34 a. Pipe connections can be premolded pipe adapter, flexible locked -in boot
35 adapter, or integrally cast gasket channel and gasket.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements —Part 3
City Project Number 01022
April 15,2013
333910-5
CAST -IN -PLACE CONCRETE MANHOLE
Page 5 of 7
t 6. Interior Coating or Liner — Conform to Section 33 39 60, if required.
2 7. Exterior Coating
3 a. Use Coal Tar Bitumastic for below grade damp proofing.
4 b. Dry film thickness shall be no less thanl2 mils and no greater than 30 mils.
5 c. Solids content is 68 percent by volume ± 2 percent.
6 2.3 ACCESSORIES [NOT USED]
7 2.4 SOURCE QUALITY CONTROL [NOT USED]
8 PART 3 - EXECUTION
9 3.1 INSTALLERS [NOT USED]
10 3.2 EXAMINATION
1 1 A. Evaluation and Assessment
12 1. Verify lines and grades are in accordance to the Drawings.
13 3.3 PREPARATION
14 A. Foundation Preparation
15 1. Excavate 8 inches below manhole foundation.
16 2. Replace excavated soil with course aggregate, creating a stable base for the
17 manhole construction.
18 a. If soil conditions or ground water prevent use of course aggregate base a 2-inch
19 mud slab may be substituted.
20 3.4 INSTALLATION
21 A. Manhole
22 1. Construct manhole to dimensions shown on Drawings.
23 2. Cast manhole foundation and wall monolithically.
24 a. A cold joint with water stop is allowed when the manhole depth exceeds 12
25 feet.
26 b. No other joints are allowed unless shown on Drawings.
27 3. Place, finish and cure concrete according to Section 03 30 00.
28 a. Manholes must cure 3 days before backfilling around structure.
29 B. Pipe connection at Manhole
30 1. Do not construct joints of sewer pipe within wall sections of manhole.
31 C. Invert
32 1. Construct invert channels to provide a smooth waterway with no disruption of flow
33 at pipe -manhole connections.
34 2. For direction changes of mains, construct channels tangent to mains with maximum
35 possible radius of curvature.
36 a. Provide curves for side inlets.
37 3. Sewer pipe may be laid through the manhole and the top 1/2 of the pipe removed to
38 facilitate manhole construction.
39 4. For all standard manholes provide full depth invert.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
April 15,2013
333910-6
CAST -IN -PLACE CONCRETE MANHOLE
Page 6 of 7
1 5. For example, if 8-inch pipe is connected to manhole, construct the invert to full 8
2 inches in depth.
3 D. Drop Manhole Connection
4 1. Install drop connection when sewer line enters manhole higher than 24 inches
5 above the invert.
6 E. Final Rim Elevation
7 1. Install concrete grade rings for height adjustment.
8 a. Construct grade ring on load bearing shoulder of manhole.
9 b. Use sealant between rings as shown on Drawings.
10 2. Set frame on top of manhole or grade rings using continuous water sealant.
11 3. Remove debris, stones and dirt to ensure a watertight seal.
12 4. Do not use steel shims, wood, stones or other unspecified material to obtain the
13 final surface elevation of the manhole frame.
14 F. Internal coating
15 I. Internal coating application will conform to Section 33 39 60, if required by
16 Drawings.
17 G. External coating
18 1. Remove dirt, dust, oil and other contaminants that could interfere with adhesion of
19 the coating.
20 2. Cure for 3 days before backfilling around structure.
21 3. Coat the same date the forms are removed.
22 4. Prepare surface in accordance with ASTM D4258 and ASTM D4259.
23 5. Application will follow manufacturer's recommendation.
24 H. Modifications and Pipe Penetrations
25 1. Conform to Section 03 80 00.
26 I. Junction Structures
27 1. All structures shall be installed as specified in Drawings.
28 3.5 REPAIR / RESTORATION [NOT USED]
29 3.6 RE -INSTALLATION [NOT USED]
30 3.7 FIELD QUALITY CONTROL
31 A. Field Tests and Inspections
32 1. Perform vacuum test in accordance with Section 33 01 30.
33 3.8 SYSTEM STARTUP [NOT USED]
34 3.9 ADJUSTING [NOT USED]
35 3.10 CLEANING [NOT USED]
36 3.11 CLOSEOUT ACTIVITIES [NOT USED]
37 3.12 PROTECTION [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15, 2013
333910-7
CAST -IN -PLACE CONCRETE MANHOLE
Page 7 of 7
1 3.13 MAINTENANCE [NOT USED]
2 3.14 ATTACHMENTS [NOT USED]
3
4
5
END OF SECTION
Revision Log
DATE
NAME
SUMMARY OF CHANGE
12/20/2012
D. Johnson
1.2.A.1.c. — reinforcing steel removed from items to be included in price bid
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20,2012
Clear Fork Drainage Basin M-210 Sewer Improvements —Part 3
City Project Number 01022
April 15,2013
2
3 PART 1- GENERAL
4 1.1 SUMMARY
SECTION 33 39 20
PRECAST CONCRETE MANHOLE
333920-1
PRECAST CONCRETE MANHOLE
Page I of 7
5 A. Section Includes:
6 1. Sanitary Sewer, Water Appurtenance, or Reclaimed Water Appurtenance Precast
7 Concrete Manholes
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. Manholes referenced on the drawings require the integration of the ConShield or
10 approved equal microbial inhibitor additive to concrete mix design for long terns
11 control corrosion. The inclusion of this additive to pre -cast manhole structures
12 shall be in accordance with the Special Specification SS-04 Corrosion Resistance
13 Additive to Concrete.
14 a. The ConShield additive should be fndly integrated (mixed at the batch plant)
15 for all concrete used to construct a pre -cast manhole, except for the
16 supplemental concrete that is field poured for the final benches formed in the
17 manholes.
18 C. Related Specification Sections include, but are not necessarily limited to:
19 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the
20 Contract
21 2. Division I — General Requirements
3. Section 03 30 00 — Cast -in -Place Concrete
22
23
4. Section 03 80 00 —
24 5. Section 33 01 30 —
25 6. Section 33 05 13
26 7. Section 33 39 60
Modifications to Existing Concrete Structures
Sewer and Manhole Testing
— Frame, Cover, and Grade Rings
— Epoxy Liners for Sanitary Sewer Structures
27 1.2 PRICE AND PAYMENT PROCEDURES
28 A. Measurement and Payment
29
30
31
32
33
34
35
36
37
38
39
40
41
1.
Manhole
a. Measurement
1) Measurement for this Item shall be per each concrete manhole installed.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item shall be paid for at the unit price bid per each "Manhole" installed for:
a) Various sizes
b) Various types
c. The price bid will include:
1) Manhole structure complete in place
2) Excavation
3) Forms
4) Reinforcing steel (if required)
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
April 15,2013
333920-2
PRECAST CONCRETE MANHOLE
Page 2 of 7
1 5) Concrete
2 6) Backfill
3 7) Foundation
4 8) Drop pipe
5 9) Stubs
6 10) Frame
7 11) Cover
8 12) Grade rings
9 13) Pipe connections
10 14) Pavement removal
11 15) Hauling
12 16) Disposal of excess material
13 17) Placement and compaction of backfill
14 18) Clean-up
15 2. Extra Depth Manhole
16 a. Measurement
17 1) Measurement for added depth beyond 6 feet will be per vertical foot,
18 measured to the nearest 1/10 foot.
19 b. Payment
20 1) The work performed and materials furnished in accordance with this Item
21 and measured as provided under "Measurement" will be paid for at the unit
22 price bid per vertical foot for "Extra Depth Manhole" specified for:
23 a) Various sizes
24 c. The price bid will include:
25 1) Manhole structure complete in place
26 2) Excavation
27 3) Forms
28 4) Reinforcing steel (if required)
29 5) Concrete
30 6) Backfill
31 7) Foundation
32 8) Drop pipe
33 9) Stubs
34 10) Frame
35 11) Cover
36 12) Grade rings
37 13) Pipe connections
38 14) Pavement removal
39 15) Hauling
40 16) Disposal of excess material
41 17) Placement and compaction of backfill
42 18) Clean-up
43 1.3 REFERENCES
44 A. Definitions
45 1. Manhole Type
46 a. Standard Manhole (See City Standard Details)
47 1) Greater than 4 feet deep up to 6 feet deep
48 b. Standard Drop Manhole (See City Standard Details)
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
April 15, 2013
333920-3
PRECAST CONCRETE MANHOLE
Page 3 of 7
1 1) Same as Standard Manhole with external drop connection(s)
2 c. Type "A" Manhole (See City Standard Details)
3 1) Manhole set on a reinforced concrete block placed around 39-inch and
4 larger sewer pipe.
5 d. Shallow Manhole (See City Standard Details)
6 1) Less than four 4 deep with formed invert for sewer pipe diameters smaller
7 than 39-inch
8 2. Manhole Size
9 a. 4 foot diameter
10 1) Used with pipe ranging from 8-inch to 15-inch
11 b. 5 foot diameter
12 1) Used with pipe ranging from 18-inch to 36-inch
13 2) See specific manhole design on Drawings for pipes larger than 36-inch.
14 B. Reference Standards
15 - 1. Reference standards cited in this Specification refer to the current reference
16 standard published at the time of the latest revision date logged at the end of this
17 Specification, unless a date is specifically cited.
18 2. ASTM International (ASTM):
19 a. C443, Standard Specification for Joint for Concrete Pipe and Manholes, Using
20 Rubber Gaskets
21 b. C478, Standard Specification for Precast Reinforced Concrete Manhole
22 Sections.
23 c. C923, Standard Specification for Resilient Connectors Between Reinforced
24 Concrete Manholes Structures, Pipes, and Laterals.
25 d. DI 187, Standard Specification for Asphalt -Base Emulsion for Use as Protective
26 Coatings for Metal
27 e. D1227, Standard Specification for Emulsified Asphalt Used as a Protective
28 Coating for Roofing
29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
30 1.5 SUBMITTALS
31 A. Submittals shall be in accordance with Section 01 33 00.
32 B. All submittals shall be approved by the City prior to delivery.
33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
34 A. Product Data
35 1. Precast Concrete Manhole
36 2. Drop connection materials
37 3. Pipe connections at manhole walls
38 4. Stubs and stub plugs
39 5. Admixtures
40 6. Concrete Mix Design
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20,2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15,2013
333920-4
PRECAST CONCRETE MANHOLE
Page 4 of 7
1 1.7 CLOSEOUT SUBMITTALS [NOT USED]
2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
3 1.9 QUALITY ASSURANCE [NOT USED]
4 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
5 1.11 FIELD [SITE] CONDITIONS [NOT USED]
6 1.12 WARRANTY
7 A. Manufacturer Warranty
8 I. Manufacturer's Warranty shall be in accordance with Division 1.
9 PART2- PRODUCTS
10 2.1 OWNER -FURNISHED foal OWNER -SUPPLIED PRODUCTS [NOT USED]
11 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
12 A. Manufacturers
13 1. Only the manufacturers as listed on the City's Standard Products List will be
14 considered as shown in Section 01 60 00.
15 a. The manufacturer must comply with this Specification and related Sections.
16 2. Any product that is not listed on the Standard Products List is considered a
17 substitution and shall be submitted in accordance with Section 01 25 00.
18 B. Materials
19 1. Precast Reinforced Concrete Sections — Conform to ASTM C478.
20 2. Precast Joints
21 a. Provide gasketed joints in accordance with ASTM C443.
22 b. Minimize number of segments.
23 c. Use long joints at the bottom and shorter joints toward the top.
24 d. Include manufacturer's stamp on each section.
25 3. Lifting Devices
26 a. Manhole sections and cones may be furnished with lift lugs or lift holes.
27 1) If lift lugs are provided, place 180 degrees apart.
28 2) If lift holes are provided, place 180 degrees apart and grout during manhole
29 installation.
30 4. Frame and Cover — Conform to Section 33 05 13.
31 5. Grade Ring — Conform to Section 33 05 13 and ASTM C478.
32 6. Pipe Connections
33 a. Utilize either an integrally cast embedded pipe connector or a boot -type
34 connector installed in a circular block out opening conforming to ASTM C923.
35 7. Steps
36 a. No steps are allowed.
37 8. Interior Coating or Liner — Conform to Section 33 39 60.
38 9. Exterior Coating
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
April 15, 2013
333920-5
PRECAST CONCRETE MANHOLE
Page 5 of 7
1 a. Coat with non-fibered asphaltic emulsion in accordance with ASTM D1187
2 Type I and ASTM D1227 Type III Class I.
3 2.3 ACCESSORIES [NOT USED]
4 2.4 SOURCE QUALITY CONTROL [NOT USED]
5 PART3- EXECUTION
6 3.1 INSTALLERS [NOT USED]
7 3.2 EXAMINATION
8 A. Evaluation and Assessment
9 1. Verify lines and grades are in accordance to the Drawings.
10 3.3 PREPARATION
11 A. Foundation Preparation
12 1. Excavate 8 inches below manhole foundation.
13 2. Replace excavated soil with course aggregate; creating a stable base for manhole
14 construction.
15 a. If soil conditions or ground water prevent use of course aggregate base a 2-inch
16 mud slab may be substituted.
17 3.4 INSTALLATION
18 A. Manhole
19 1. Construct manhole to dimensions shown on Drawings.
20 2. Precast Sections
21 a. Provide bell -and -spigot design incorporating a premolded joint sealing
22 compound for wastewater use.
23 b. Clean bell spigot and gaskets, lubricate and join.
24 c. Minimize number of segments.
25 d. Use long joints used at the bottom and shorter joints toward the top.
26 B. Invert
27 - 1. Construct invert channels to provide a smooth waterway with no disruption of flow
28 at pipe -manhole connections.
29 2. For direction changes of mains, construct channels tangent to mains with maximum
30 possible radius of curvature.
31 a. Provide curves for side inlets.
32 3. For all standard manholes provide full depth invert.
33 4. For example, if 8-inch pipe in connected to manhole construct the invert to full 8
34 inches in depth.
35 C. Drop Manhole Connection
36 1. Install drop connection when sewer line enters manhole higher than 24 inches
37 above the invert.
38 D. Final Rim Elevation
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15,2013
333920-6
PRECAST CONCRETE MANHOLE
Page 6 of 7
1 1. Install concrete grade rings for height adjustment.
2 a. Construct grade ring on load bearing shoulder of manhole.
3 b. Use sealant between rings as shown on Drawings.
4 2. Set frame on top of manhole or grade rings using continuous water sealant.
5 3. Remove debris, stones and dirt to ensure a watertight seal.
6 4. Do not use steel shims, wood, stones or other unspecified material to obtain the
7 final surface elevation of the manhole frame.
8 E. Internal coating
9 1. Internal coating application will conform to Section 33 39 60, if required by
10 Drawings.
11 F. External coating
12 1. Remove dirt, dust, oil and other contaminants that could interfere with adhesion of
13 the coating.
14 2. Cure manhole for 3 days before backfilling around the structure.
15 3. Application will follow manufacturer's recommendation.
16 G. Modifications and Pipe Penetrations
17 1. Conform to Section 03 80 00.
18 3.5 REPAIR / RESTORATION [NOT USED]
19 3.6 RE -INSTALLATION [NOT USED]
20 3.7 FIELD QUALITY CONTROL
21 A. Field Tests and Inspections
22 1. Perform vacuum test in accordance with Section 33 01 30.
23 3.8 SYSTEM STARTUP [NOT USED]
24 3.9 ADJUSTING [NOT USED]
25 3.10 CLEANING [NOT USED]
26 3.11 CLOSEOUT ACTIVITIES [NOT USED]
27 3.12 PROTECTION [NOT USED]
28 3.13 MAINTENANCE [NOT USED]
29 3.14 ATTACIIMENTS [NOT USED]
30 END OF SECTION
Revision Log
DATE
NAME
SUMMARY OF CHANGE
12/20/2012
D. Johnson
I.I.A.1 — Modified to include precast manholes for water and reclaimed water
applications
1 3.B.2 — Modified to include ASTM C443, Dl 187 and D1227 as references
2.2.B.1-3 — Modified in accordance with new ASTM references
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements— Part 3
City Project Number 01022
April 15, 2013
333920-7
PRECAST CONCRETE MANHOLE
Page 7 of 7
2.2.B.10 — Modified in accordance with new ASTM references
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
City Project Number 01022
April 15,2013
SPECIAL SPECIFICATIONS
SPECIAL SPECIFICATIONS
SS-1 PROJECT COORDINATION, SCHEDULING AND COMPLETION 3
SS-2 SPECIFIC PROJECT CONDITIONS AND REQUIREMENTS 4
SS-3 PROJECT SPECIFIC SPECIAL CONDITIONS 4
SS-4 CORROSION RESISTANCE ADDITIVE TO CONCRETE 5
SS-5 MICROTUNNELING 6
SS-6 SHORT TUNNEL 18
Revised 5-1-13 SS-1 Released under Addendum No. 1- May 2, 2013
SPECIAL SPECIFICATIONS
Intentional Blank Page
Revised 5-1-13 SS-2 Released under Addendum No. 1— May 2, 2013
SPECIAL SPECIFICATIONS
SS-1 PROJECT COORDINATION, SCHEDULING AND COMPLETION
The selected Contractor shall prepare a detailed project schedule and project coordination plan
and submit them to the City with the Bid Documents for review and approval prior to the project
pre -construction meeting. The total contract time for the completion of this project is 180
calendar days.
A. Given the highly sensitive location of this project site and tight construction timeframe,
the Contractor will be allowed to work weekends on non -home TCU football game
weekends. However, no work, under any circumstances, will be allowed on the following
2012-13 TCU Football home game days and weekends:
09/07/13 vs.
09/28/13 vs.
10/12/13 vs.
10/26/13 vs.
11/02/13 vs.
11/30/13 vs.
Southeastern Louisiana — Time is TBA
SMU — Time is TBA
Kansas — Time is TBA
Texas — Time is TBA
West Virginia — Time is TBA
Baylor — Time is TBA
On these weekends, all equipment, materials and debris shall be moved off the street,
any open excavations plated and all traffic control shall be removed to provide
unrestricted traffic on University Drive, Colonial Parkway and Rogers Road.
B. The Annual Cowtown Marathon is anticipated to run from February 21, 2014 to February
23, 2014 next year. The marathon utilizes the Trinity River Trail System, Rodgers Road
and Colonial Parkway as part of its route. By February 20, 2014, temporary paving or
permanent paving shall be in place along all parts of these roadways and both roads
shall be open and traversable by foot, as well as by vehicles. All equipment, materials
and debris shall be moved off the street. No construction work under any circumstances
will be allowed throughout the duration of the Cowtown Marathon.
C. All work, including complete demobilization, must be performed between an anticipated
start date of September 2, 2013 and completion date of March 15, 2014. Due to the
limited construction window available for this project, the Bidders are hereby notified that
liquidated damages of $3,000 per calendar day will be applied to this contract if the
Contract Completion Date of March 15, 2014 is not met. The Contract Completion Date
shall include the completion of all punch list items and complete demobilization of the
project. Should construction not be completed by March 15, 2014, additional time
beginning March 16, 2014 through March 31, 2014, will be granted to finish the project.
However, liquidated damages will be assessed against the Contractor during that time.
If the project is still not completed by March 31, 2014, the Contractor will be required to
completely demobilize from the project. No additional payment will be made for
demobilization, or for remobilization to complete the work.
No work will be allowed from April 1, 2014 through June 15, 2014 due to the 2014
Crowne Plaza Invitational at Colonial Country Club. Liquidated Damages will not accrue
during this non -construction period, but will resume on June 16, 2014 when construction
is allowed to continue. Liquidated damages will be assessed until the project is
completed and has been accepted by the City of Fort Worth.
Revised 5-1-13
SS-3 Released under Addendum No. 1- May 2, 2013
SPECIAL SPECIFICATIONS
SS-2 SPECIFIC PROJECT CONDITIONS AND REQUIREMENTS
The following items describe City of Fort Worth overall performance expectations associated
with this project:
A. Given the highly sensitive location of this project site and tight construction timeframe,
the Contractor may be allowed to work extended hours on the project provided that
noise is kept to a minimum and within compliance with the City of Fort Work Noise
Ordinance. However, the Contractor will be expected to obtain prior written approval
from the City of Fort Worth Water Department and Parks and Community Services, and
The Colonial Country Club for scheduling extended working hours. These issues must
be addressed prior to initiating construction. The contractor shall utilize low noise
emitting equipment for the duration of the project.
B. The Contractor must install all work zone fencing and construction zone fencing and the
identified site controls on the plans prior to initiation of construction. This includes
installing and maintaining all SW3P controls, especially sump pump discharges of deep
excavations to prevent the release of sediment laden discharges into the Trinity River.
C. The Contractor will develop a shoring plan for all deep trench excavations, including
bore pits needed for areas using trenchless construction method. The Contractor shall
use steel sheet pilings, stacked trench boxes or other small foot -print shoring systems
on this project.
SS-3 PROJECT SPECIFIC SPECIAL CONDITIONS
A. Coordination with Colonial Country Club
1. Colonial Country Club Facilities Manager Bill Ward at (817) 927-4266 shall be
included in all coordination activities near the Colonial Country Club.
2. The contractor shall provide and install green screening material in existing
Colonial Country Club property fence in areas where new plants were installed
due to construction impacts in the Colonial Parkway. The green screening
material is considered subsidiary to other unit prices bid on this project.
3. Contractor shall protect existing mature shrubs along Colonial Country Club
fence line. Should damage occur, a minimum 30 Gal plant (Holly) shall be used
to replace damaged hedgerows as directed from the City to the satisfaction of the
Colonial Country Club Staff, Contact Scott Ebers Colonial Country Club Course
Superintendent at (817) 821-7963.
Revised 5-1-13 SS-4 Released under Addendum No. 1- May 2, 2013
SPECIAL SPECIFICATIONS
SS-4 CORROSION RESISTANCE ADDITIVE TO CONCRETE
A. GENERAL:
This item shall govern the use of a corrosion resistance additive in reinforced concrete
structures as stated on the drawings.
B. DESCRIPTION:
1. Antimicrobial additive, ConmicShield® ("Conshield"), or approved equivalent,
shall be used to render the concrete uninhabitable for bacteria growth.
2. The liquid antibacterial additive shall be an EPA registered material and the
registration number shall be submitted for approval prior to use in the project.
3. The amount to be used shall be as recommended by the manufacturer of the
antibacterial additive. This amount shall be included in the total water content of
the concrete mix design.
4. The additive shall be added into the concrete mix water to insure even
distribution of the additive throughout the concrete structure.
5. The ready -mix supplier shall submit a letter of certification to the project owner
stating that the correct amount and correct mixing procedure were followed for all
antimicrobial concrete.
6. The antibacterial additive shall be applied by manufacturer certified plants and
contractors during the production of ready -mix and pre -fabrication concrete
batches. Manufacturer representatives shall be present during concrete mix
designs and certify blended concrete being used on this project.
7. After the concrete takes initial set, ConmicShield® color identifier -indicator (CS
IDentifier® or approved equal) shall be applied to the interior surface.
C. QUALITY CONTROL:
1. The concrete producer shall retain two labeled specimens from each production
run. One set shall be retained by the concrete producer and the other set shall
be sent to CONSHIELD Technologies, Inc or independent laboratory as directed
by the engineer for verification on a random or as needed basis.
2. As a basis of acceptance the concrete provider shall provide a letter of
certification to the project owner stating that the correct amount and correct
mixing procedure were followed for all antimicrobial concrete.
3. Field repairs performed on cast -in -place structures using corrosion resistant
additives shall be made using ConmicShield® joint Set Grout or approved
equivalent pre -portioned and factory packaged that requires the addition of no
other components. This repair grout may be used for filling joints, lift holes,
damaged areas, benches and pipe seals.
Revised 5-1-13 SS-5 Released under Addendum No. 1- May 2, 2013
SPECIAL SPECIFICATIONS
D: MEASUREMENT AND PAYMENT:
No additional payment for the concrete additive. It is incidental to the Contract Unit Price
Bid per each concrete structure unit specified which shall be payment in full for
performing the work and for furnishing all labor, supervision, materials, equipment and
material testing required to complete the work.
SS-5 MICROTUNNELING
A. A. GENERAL
1. SUMMARY
a. This specification covers all labor, materials, equipment and services
necessary to complete the installation of the specified casing pipe using
microtunneling methods.
B. MICROTUNNELING (STEEL CASING PIPE)
1. GENERAL
The work specified in this Section includes the requirements for trenchless
installation of the new gravity sanitary sewer in steel casing using microtunneling
methods at the locations shown on the Drawings. Acceptable microtunneling
methods include: slurry microtunneling using a Microtunneling Boring Machine
(MTBM) or by hand tunneling (if approved by the USACE under the sewer
crossing permit terms).
a. The Contractor shall be responsible for the final constructed product;
materials, tools and equipment used; and for furnishing the labor and
qualified superintendents necessary for the selected method of
construction.
b. Other required work related to microtunneling shall include the
development of construction staging areas; access roads; fencing and
signing; spoil/slurry and material disposal; traffic control; control and
disposal of surface water, groundwater, and construction water; and, site
restoration.
2. Description of Microtunneling Boring Machine (MTBM) Method
a. MTBM is considered to be a trenchless method of constructing a sanitary
sewer casing pipe that involves installing a pipe by jacking it into place
from a jacking pit using hydraulic jacks. Excavation shall be carried out
with a remotely controlled, fully shielded, steerable, laser -guided,
articulated tunnel shield (boring machine). The tunneling shield, which is
connected to and followed by the pipe being installed, shall ensure that the
soils being excavated through are fully supported at all times (without the
use of any ground stabilization, de -watering, or other support techniques).
Revised 5-1-13 SS-6 Released under Addendum No. 1- May 2, 2013
SPECIAL SPECIFICATIONS
b. The tunnel shields may be driven either electrically or hydraulically. The
shield shall be articulated to enable steering of the system. Steering rams
and valves shall be controlled by a low pressure power pack located in
the shield or by other approved means.
c. A Slurry System shall be used for soil transport. This system shall consist
of slurry lines, variable speed pumps, pressure control valves, a flow
meter, and the separation equipment that removes the soil from the water.
d. The main jacks shall be located in the drive shaft and must be able to
successfully push the tunneling shield together with a string of connected
pipes. The capacity of the jacks and the rate of extension shall be
automatically synchronized with the excavation rate of the shield, which
shall be determined by the particular soil conditions.
e. The control equipment shall integrate the system of excavation and
removal of soil and its simultaneous replacement by a pipe. As each pipe
section is jacked forward, the control system shall synchronize all of the
operational functions to maintain the system in balance in such a way as
to provide complete ground support at all times.
3. Submittals:
a. Contractor shall provide sufficient detail to demonstrate that the proposed
personnel, equipment, materials, procedures, and designs are in
accordance with the requirements of the Contract Documents. Review of
the Contractor's plans, design and method of construction by the Owner
shall not relieve the Contractor of the responsibility to provide an
adequate support under these Contract Documents. All designs,
drawings and calculations submitted by the Contractor shall be signed
and sealed by a registered Professional Engineer.
b. Contractor shall submit the following describing the microtunneling
equipment and construction methods to be employed:
1) Microtunneling Work Plan: Submit a detailed work plan including
descriptions of the methods, equipment and procedures to be
utilized in completing the work, drives to be installed by
microtunneling, jacking and receiving pit sizes and locations, and
jacking pipe details.
2) Schedule for microtunneling work identifying all major construction
activities as independent items. The schedule shall include as a
minimum the following activities: mobilization; groundwater control
at jacking and receiving pit shafts; shaft excavation and
excavation support; jacking equipment setup; microtunneling and
product pipe installation for each drive; contact grouting of pipe;
site restoration; cleanup; and demobilization. The schedule shall
also include the working hours for each activity, and a written
description of the construction methods and equipment, to be
employed in completing each of the work activities shown on the
Revised5.1-13 SS-7 Released under Addendum No. 1— May 2, 2013
SPECIAL SPECIFICATIONS
schedule. The schedule shall be reviewed, updated, and
resubmitted by the Contractor every two (2) weeks.
3) A detailed description of the microtunneling equipment and
procedures to be used. Provide manufacturer's literature
describing in detail the microtunneling system to be used including
machine type, spoil removal system, guidance system, and
provisions for injecting pipe lubricants. Describe machine
capabilities and procedures for exerting a stabilizing pressure at
the tunnel heading and minimizing loss of ground. Indicate range
of face pressures anticipated to be required to stabilize the
heading, and the methods and equipment to be used to monitor
and control pressures.
4) A description of the alignment control and steering systems.
Provide manufacturer's literature, drawings showing set up and
support provisions, and other details for the guidance system.
Submit a description of surveying methods to set reference points
and a description of procedures to check the guidance system and
reset or realign guidance system during construction. Confirm
that these systems can achieve the required pipeline line and
grade within the specified tolerances.
5) Capacity, number, and arrangement, of main jacks. Provide
details of thrust ring, jacking controls, pressure gages, and jack
calibration data (pressure vs. force relationship). Jacks and
pressure gages shall be calibrated prior to beginning the work by
an independent testing laboratory. Provide an estimate of the
maximum jacking force expected to be required to complete each
drive and a description of controls to ensure that the maximum
allowable hydraulic pressure will not be exceeded during jacking
operations.
6) Thrust block and jacking frame design and details. Submit
calculations demonstrating that the soils behind the thrust block
can transfer the maximum planned jacking forces exerted by the
main jacks to the ground during pipe installation with an
acceptable factor of safety equal to or greater than the specified
minimum values.
7) Details of pipe lubrication injection system and pipe lubricants to
be used during microtunneling including manufacturer's literature.
8) Spoil and slurry handling, separation, transport, and disposal
equipment and procedures including details of slurry additives,
slurry separation plant, and the location of slurry and spoil
disposal sites. Provide manufacturers description for slurry
additives and Material Safety Data Sheets (MSDS5). Provide
written documentation from the disposal site(s) indicating that they
will accept the spoil or slurry and are in compliance with applicable
regulations. Provide a contingency plan describing procedures for
containing and cleaning up any slurry spills or unintentional
releases.
Revised 5-1-13 SS-8 Released under Addendum No. 1— May 2, 2013
SPECIAL SPECIFICATIONS
9) Drawings and design details for intermediate jacking stations,
indicating number required, proposed spacing, criteria for
installing, and method of operation.
10) Details of lighting, ventilation, and electrical systems.
11) Pre- and post -construction surveys including photographs,
videotapes, and field notes and sketches shall be completed by
Contractor and submitted to Owner.
12) Surface settlement monitoring plan: Contractor shall submit
settlement monitoring plan for review prior to construction.
Contractor shall identify all locations of settlement monitoring
points, reference benchmarks, survey frequency and procedures,
and reporting formats.
13) A plan for the microtunneling operations including air monitoring
equipment and procedures and provisions for lighting, ventilation,
and electrical system safeguards.
14) Details of the casing pipe to be used indicating pipe wall
thickness, reinforcement details, grout fittings, joint details, joint
cushioning materials, gaskets, and intermediate jacking station
details, as applicable. Indicate the required fabrication tolerances
to prevent damage to the pipe during installation, and provide a
certification from the pipe manufacturer indicating that the pipe is
designed adequately for the project requirements and will perform
acceptably. Details and proposed cushion materials to distribute
jacking forces at pipe joints.
15) Describe methods, procedures, pressures, grout mixes, and
equipment for injecting grout to fill the annular void outside the
jacking pipe if required by Contractor's microtunneling method.
16) Contingency plans for damage to casing pipe, loss of line or
grade, bentonite or grout spills or blowouts, MTBM failure and
recovery plan.
c. Reports and Records: The Contractor shall submit the following on each
day that measurements are made:
1) Survey notes, records, and shift reports indicating thrust force,
slurry face pressure, cutterhead torque, rate of advance, line and
grade deviation, roll, inclination, slurry flow rates and pumping
pressures, including head pressures, steering adjustments, and
other pertinent information. Submit the following day for each shift
worked.
2) Survey measurements of surface settlement points to the Owner
by the end of the same day that measurements are taken.
3) Submit drive records after the completion of each drive within
48 hours in hard copy and electronic formats to the Engineer.
d. Calculations: Contractor shall submit the following calculations:
Revised 5-1-13
SS-9 Released under Addendum No. 1— May 2, 2013
SPECIAL SPECIFICATIONS
1) Design calculations demonstrating that the proposed casing pipe
is capable of supporting the maximum stresses to be imposed on
the pipe during jacking. The calculations shall take into account
maximum ground and hydrostatic loads, jacking forces, contact
grouting pressures, external Toads such as live loads due to traffic,
and any other loads which may be reasonably anticipated. All
loads shall be shown and described. Include assumed maximum
drive length. Maximum compressive bearing stresses shall not
exceed specified limits. Upgrade the strength of the pipe and pipe
joints as necessary to withstand the stresses imposed by the pipe
jacking operations at no additional cost.
4. Design Criteria
a. Microtunneling equipment selected for the project shall be compatible with
the geologic conditions described in the Geotechnical Data and
Interpretive Reports.
b. If high groundwater conditions are anticipated for this project, only
pressurized, closed -face, remotely operated microtunneling equipment
shall be used for all microtunneling work. Face pressure exerted at the
heading by the microtunneling machine shall be maintained as required to
balance soil and groundwater pressures present, and prevent loss of
ground and groundwater inflows. Dewatering for groundwater control
shall be utilized only at the tunnel shafts. Methods and equipment used
shall control surface settlement and heave above the pipeline to prevent
damage to existing utilities, facilities, and improvements. The Contractor
shall repair any damage resulting from surface settlement or heave
caused by microtunneling, or tunnel shaft construction at no additional
cost to the Owner.
c. The Contractor shall assume full responsibility for selection of appropriate
casing pipe and pipe joints to carry thrust of any jacking forces or other
construction Toads in combination with overburden, earth and hydrostatic
loads. Design of any pipe indicated on the Construction Drawings
considers in -place loads only and does not take into account any
construction loads. Criteria for longitudinal loading (jacking forces) on the
pipe and pipe joints shall be determined, based on the Contractors'
selected method of microtunneling. Contractor shall also take into
account loads on pipe from handling and storing.
d. Criteria to be used for truck loading shall be AASHTO HS 20-44 vehicle
loading distributions with appropriate impact factors in accordance with
AASHTO.
e. Jacked casing pipe shall be designed to withstand MTBM face pressure
and pipe advance without damage or distortion. Maximum jacking loads
applied to the pipe shall not exceed 40 percent (2.5 SF) of the design
compressive strength of the pipe material or the manufacturer's
recommended jacking loads, whichever is lower.
Revised 5-1-13 SS-10 Released under Addendum No. 1- May 2, 2013
SPECIAL SPECIFICATIONS
f. The thrust block shall be constructed perpendicular to the proposed
casing pipe alignment and shall be designed to withstand the maximum
jacking forces developed by the main jacks, with a factor of safety of at
least 2.5, without excessive deflection or displacement.
Contractor shall provide pipes of the diameter shown on the Construction
Drawings. The Contractor may request to substitute pipe with larger
diameter to MTBM equipment availability if the Contractor demonstrates
to the satisfaction of the Owner that design flows and velocities can be
achieved at no additional costs to the Owner to address increase in
pressure grouting volumes.
h. Microtunneling Boring Machine (MTBM) Method. The MTBM machine
shall be manufactured by a company that specializes in the design and
fabrication of this type of equipment and has at least 5 years of
experience in the manufacture of this type of equipment. The machine
shall satisfy the following requirements:
1) The machine shall be capable of fully supporting the face during
both excavation and shutdown periods, and shall have the
capability of exerting a continuous, measurable, controllable
stabilizing pressure at the face as required to prevent loss of
ground and groundwater inflows. The system shall be capable of
adjustment required to counterbalance the groundwater and soil
pressures at the tunnel face to an accuracy of ± one foot of
equivalent hydrostatic pressure (i.e., ± 62.4 psf). A pressure gage
should be provided so the operator can monitor the pressure
exerted at the heading. The machine shall utilize a slurry or
continuous auger spoil transportation system that is capable of
synchronizing the rate of excavation removed at the tunnel face
with the rate of machine advance so there is no overexcavation or
loss of ground.
2) A laser guidance system shall be used. The laser and target shall
be designed to function at the maximum required drive length
without excessive laser beam diffusion.
3) The machine shall be capable of efficiently advancing through the
geologic conditions described in the Geotechnical Report and
while managing head pressures to meet USACE design
guidelines to provide a minimum 1.5 SF against hydro -fracturing
the rock under the Trinity River. The tunnel shield shall be fully
capable of removing all material that it will encounter, including
cobbles and boulders.
4) The machine shall have a sealed enclosed chamber for containing
the excavated spoil under a positive pressure. A pressure gage
should be provided so the operator can monitor the chamber
pressure. The system shall be capable of making the adjustments
required to counterbalance the soil and groundwater pressures as
needed to prevent loss of ground. The tunnel shield shall be full
g•
Revised 5-1-13 SS-11 Released under Addendum No. 1- May 2, 2013
SPECIAL SPECIFICATIONS
faced with the capability of supporting the face both during
excavation and during shutdown.
5) The machine shall be remotely operated, laser -guided, and
monitored continuously by the operator. An active target shall be
employed that can electronically transmit the position of the laser
beam to the operator's control panel. A display showing the
position of the machine in relation to design line -and -grade shall
be provided at the control panel to allow the operator to monitor
face pressure, roll, inclination, laser position, steering attitude,
slurry flow rates and pumping pressures, rate of advance, installed
length, thrust force, deviation from line and grade, rotation,
inclination, valve positions, and cutterhead torque. Provide a
computer control system with a data logger that will automatically
record the above data at one minute intervals for each drive.
6) The machine shall have an articulated shield that is steerable in
both vertical and horizontal directions to maintain line and grade
within the specified tolerances. The cutterhead shall have a
reversible drive system so that it can rotate in either direction or
other suitable provisions to minimize rotation or roll of the machine
or pipe during installation.
7) A slurry separation plant shall be utilized that is appropriate for the
soils being excavated, and compatible with the anticipated
excavation rate effective in removing the spoil from the slurry, and is
acceptable in terms of the available construction staging areas. The
slurry machine shall use a minimum volume of water in the slurry
system.
8) The MTBM system shall be capable of maintaining line and grade
to within 0.05 foot, plus or minus, over the distance of the drive.
9) A pipe lubrication injection system shall be provided to inject pipe
lubricants as required to minimize jacking forces.
10) The tail of the machine shall have gaskets and/or seals to prevent
material from flowing into the tunnel at the contact between the tail
skin and the first section of product pipe.
11) The maximum allowable over -cut of the tunneling shield shall not
exceed the outside diameter of the jacked pipe by more than 1-
inch. The annular space created by the over -cut shall be filled
with the lubricant that is suitable for the soil type encountered.
12) The jacking system, including any intermediate jacking stations
used, shall be capable of continuously monitoring the jacking
pressure, the rate of advancement, and the distance jacked. The
jacking system shall develop a uniform distribution of jacking
forces on the end of the casing pipe. The equipment shall the
capability of limiting the jacking force applied to the pipe/tunnel
shield so as not to exceed the maximum compressive Toads
allowed for the pipe.
Revised 5-1-13 SS-12 Released under Addendum No. 1- May 2, 2013
SPECIAL SPECIFICATIONS
5. Microtunneling Requirements
a. Microtunneling shall not begin until all of the following have been
completed:
1) All required submittals have been provided, reviewed, and
accepted.
2) Jacking and receiving pit excavations and support systems have
been completed in accordance with accepted submittals and the
requirements of the Contract Documents.
3) Groundwater control measures shall be implemented to stabilize
soils for breaking out of jacking pits and breaking into receiving
pits.
4) Site safety representative has prepared a code of safe practices
and instructed employees on safety practices to be followed. Hold
regular safety meetings and provide safety instruction for new
employees, as required.
5) Pre -construction surveys have been completed and the results
submitted.
b. The casing pipe shall be installed using microtunneling methods utilizing
methods which include due regard for safety of workers, adjacent
structures and improvements, utilities, and the public.
c. Furnish all necessary equipment, power, water, and utilities for
microtunneling, pipe lubricant mixing and pumping, slurry separation,
removal and disposal of spoil, grouting, and other associated work
required for the Contractor's methods of construction.
d. A thrust block is required to transfer jacking loads to the soil behind the
jacking pit. The thrust block shall be properly designed and constructed
and shall be perpendicular to the proposed casing pipe alignment. The
thrust block shall be designed to support the maximum jacking force
developed by the main jacks, and shall distribute the force uniformly to
the soil behind the jacking pit. Forces applied to the soil shall not exceed
the allowable bearing pressure indicated in the Geotechnical Report, as
discounted by the desired Factor of Safety required by the USACE
floodway construction guidelines.
e. Provide launching seals and/or ground improvement to prevent loss of
ground, groundwater inflows, and loss of pipe lubricants at jacking pits.
f. Conduct all operations such that trucks and other vehicles do not interfere
with traffic or create a dust or noise nuisance in the streets and adjacent
properties. Promptly clean up, remove, and dispose of spoils and slurry
spillage and any slurry discharges.
Revised 5-1-13 SS-13 Released under Addendum No. 1- May 2, 2013
SPECIAL SPECIFICATIONS
g•
All work shall be done so as not to disturb roadways, adjacent structures,
landscaped areas, or existing utilities. Any damage shall be immediately
repaired to the satisfaction of the property owner.
h. Microtunneling shall be completed in accordance with the accepted
submittals, and all applicable permit conditions. Microtunneling machine
shall meet the specified requirements of this section.
Provide a suitable jacking frame and thrust block to carry out the work.
Provide intermediate jacking stations if required to complete the required
drives. Intermediate jacking stations shall be provided when the total
anticipated jacking force needed to complete the drive exceeds the
capacity of the main jacks or the maximum allowable jacking force on the
casing pipe.
Prior to starting microtunneling operations, survey the location and
orientation of the jacking frame or guide rails for placement. Special care
shall be taken when setting the guide rails or jacking frame in the jacking
pit to ensure correctness of the alignment, grade, and stability (support).
Guide rails or jacking frame shall be securely attached to the concrete
working slab to prevent movement or shifting during the work.
k. Transport the casing pipe from storage to jacking pit without causing any
damage. Methods shall be acceptable to pipe manufacturer. Damaged
pipe shall not be used in the work. Set the pipe to be jacked on properly
braced and supported guide rails or jacking f rame.
The axial forces from the thrust jacks shall be distributed to the casing
pipe uniformly through a properly designed thrust ring and cushion
material to prevent damage to the ends of the pipe. The jacking system
shall be capable of continuously monitoring the jacking pressure and
advance rate. Jacking forces applied to the pipe shall not exceed the
specified allowable compressive stresses.
m. Each pipe section shall be jacked into the ground as the machine
advances in such a way that leaves no unsupported ground exposed at
any time.
n. Casing pipe sections shall be jacked into position following the design line
and grade of the pipeline without damaging the pipe. In the event a
section of pipe is damaged during the jacking operation, the pipe shall be
jacked through to the receiving pit and removed.
o. Provide a lubrication system, and inject pipe lubricants through injection
ports at the rear of the microtunneling machine as necessary to minimize
pipe friction. Pipe lubricants shall be injected continuously as the pipe is
advanced. The volume injected shall not be less than that required to fill
the annular void space outside the pipe. Inject greater volumes as
required to minimize jacking forces.
j•
Revised 5-1-13
SS-1 4 Released under Addendurn No, 1- May 2, 2013
SPECIAL SPECIFICATIONS
p. Use intermediate jacking stations when required jacking forces will
exceed specified acceptable compressive stresses on the pipe or when
required jacking forces will exceed the capacity of the main jacks.
Pressure applied at the tunnel face shall be maintained at all times
between the measured active earth pressure and a maximum of 50
percent of the estimated passive earth pressure, and shall be monitored
continuously.
r. The microtunneling machine shall be operated so as to control surface
heave, surface settlement, and loss of slurry during microtunneling.
Restrict the excavation of the materials to only those materials that are
physically displaced by the shield itself in order to prevent loss of ground
and settlement or possible damage to overlying structures. Control the
advance rate and monitor the volume of material excavated and adjust
advance rate, as required, to avoid loss of ground, overexcavation, and
surface heave. Contain and clean up any slurry discharges immediately.
s. The machine shall be steered to maintain line and grade within the
tolerance specified above. This shall be achieved by continuously
monitoring and adjusting line, grade, machine inclination, roll, and
steering attitude during the operation. Monitor the composition of the
slurry for specific gravity and viscosity and adjust as required. As a
minimum, the thrust force, slurry chamber pressure, torque, rate of
advance, distance along the drive, deviation from line and grade, roll,
slurry flow rates and pumping pressures, and steering adjustments shall
be monitored and recorded on at least one -foot intervals for each pipe
section installed.
t. Intermediate jacking stations, if required, shall consist of a series of jacks
equally spaced inside a steel casing fabricated to the same outside
diameter as the pipe sections. The intermediate jacking stations shall be
used to uniformly distribute the jacking force along the pipe string. Each
intermediate jacking station shall push the group of pipe segments
located between that station and the next station forward in the direction
of the drive.
u. Following completion of the drive, remove the hydraulic jacks from
intermediate jacking stations, if used, and close up the two adjacent pipe
sections to provide a watertight seal. Disconnect all lubrication lines and
replace plugs in lubrication ports removed during microtunneling.
q•
6. Obstructions
a. The microtunneling machine selected for use by the Contractor shall have
the capability to advance past objects smaller than one-third the outside
diameter of the machine. The Contractor shall receive no additional
compensation for removing, clearing, or otherwise making it possible for
the machine to advance past objects consisting of cobbles, boulders,
reinforced or non -reinforced concrete, and other non-metallic objects or
Revised 5-1-13 SS-15 Released under Addendum No. 1— May 2, 2013
SPECIAL SPECIFICATIONS
debris with maximum dimensions less than one-third the outer diameter
of the machine.
b. The Contractor shall notify the Owner immediately upon encountering
casing "pipe freezes" or an obstruction that prevents forward progress of
the machine. The Contractor shall remove, clear, or otherwise make it
possible for the machine and jacked pipe to advance past any and all
objects or obstructions that halt forward progress of the machine. The
Contractor WILL NOT BE PERMITTED to construct a recovery access
shaft, with the location subject to review by the Owner and affected
property owner. The Contractor shall be solely responsible for obtaining
all approvals, construction of the shaft, and for maintaining traffic and
utilities in the area. After removal of the obstruction, measure it to
document the size, retain it on -site, and show it to the Engineer.
7. Spoil Transport and Disposal
a. All excavated material from the microtunneling process shall be properly
disposed of offsite. No stockpiling of excavated material on the job -site
will be permitted. Excavated material shall be removed at regular
intervals not exceeding 12 hours.
b. If a slurry microtunneling machine is used, monitor slurry pressure and
adjust as required to adequately balance soil and groundwater pressures.
Control slurry pressure and avoid excessive pumping pressures to
prevent the discharge of slurry at the ground surface. Clean-up any slurry
discharges immediately. Wash any paved areas with water to avoid the
tracking of slurry away from the discharge area. Use only bio-degradable
slurry additives and pipe lubricants, if area above pipeline is
environmentally sensitive. A separation plant shall be provided to remove
the excavated soil from the slurry for disposal and to return the slurry
back to the machine. Use shakers, settlement tanks, vibrating screens,
desanders, hydrocyclones, and centrifuges as required for effective spoil
removal.
c. Transport and dispose of all excavated materials away from the
construction site. Slurry shall be pumped into tanker trucks and disposed
of at acceptable facilities in accordance with current state regulations for
disposal of these materials. Only use the disposal sites identified in
approved submittals for muck and slurry disposal.
8. Control of Line and Grade
a. Laser shall be mounted independently from the thrust block and jacking
frame to maintain the alignment of the laser. Stop microtunneling
operations and reset laser, if laser alignment shifts or is moved off of
design alignment and grade for any reason. Check laser set up at least
once per shift. Laser should only be reset by approved surveying
personnel in accordance with acceptable procedures.
Revised 5-1.13 SS-16 Released under Addendum No. 1- May 2, 2013
SPECIAL SPECIFICATIONS
b. Monitor line and grade continuously during microtunneling operations.
Record deviation with respect to design line and grade at least once per
foot and submit records as requested. Control line and grade of the pipe
to within the above -noted specified tolerances. Stop advancing the
casing pipe if installation exceeds specified tolerances, and develop a
plan to correct deviation. Submit plan for review and do not proceed
without the Owner's permission.
c. When the excavation is off line or grade, make the necessary corrections
to avoid reverse grades in gravity sewers.
d. Acceptance criteria for sewer in casing pipe shall be plus or minus 6
inches in horizontal alignment from theoretical at any point between
manholes, including receiving end, and plus or minus 0.05 foot in
elevation from theoretical (0.10 foot maximum deviation).
e. Where the casing pipe installation exceeds the specified tolerances,
correct the f necessary,
edesign
r
structures. All scorrrect corrective shall ncluding, ibe perfomedratt no additional cost. pipe
9. Settlement Monitoring Contractor shall:
a. Record location of settlement monitoring points with respect to
construction baselines and elevations. Record elevations to an ccuracY
be
of 0.01 feet for each monitoring point location. Monitoring points
shall established at locations and by methods that protect them from damage
by construction operations, tampering, or other external influences.
Ground surface elevations shall be recorded on centerline ahead of
tunneling operations at minimum of 100-foot intervals or at least three
locations per drive.
b. Surface settlement monitoring shall be taken: prior to microtunneling
operations reaching that point; when the microtunneling operation
reaches the monitoring point (in plan); and when microtunneeing
operations have passed the monitoring point and no further movement is
detected.
c. Immediately report to the Engineer any movement, cracking, or
settlement which is detected.
d. Following substantial completion, but prior to final completion, make a
final survey of all monitoring points.
10. Measurement and Payment
a. Payment for completed pipe sewer installed by microtunneling shall be
made at the respective bid price for each size and type per lineal foot.
The length for which payment will be made will be the measured
horiznhe
terline of the sewer.
shalloinclude tall ccosts e nofg t abor,nmaterials, equipment and paymente andtools for the
Revised 5-1-13
SS-17 Released under Addendum No. 1— May 2, 2013
SPECIAL SPECIFICATIONS
microtunneling; furnishing, jointing, and jacking of the casing pipes;
including necessary pipe couplings and adapters; testing and settlement
monitoring; and doing all things necessary to construct the completed
pipe sewer by microtunneling.
b. All areas of observed or measured surface settlement and/or pavement
cracking, due to the Contractor's operations, shall be repaired to the
satisfaction of the owner or municipality at no additional cost to the
Owner.
SS-5 SHORT TUNNEL
A. GENERAL:
1. Furnish materials and necessary accessories, with strengths, thickness,
coatings, and fittings indicated, specified and/or necessary to complete the work.
2. All excavation shall provide an open area conforming to the outside diameter of
the carrier or water main conduit. The excavation shall be to an alignment and
grade which will allow the carrier conduit to be installed to proper line and grade
as shown on the Plans and as established in the Specifications.
3. Short Tunnels are typically used for short length crossings of other utilities or
sensitive areas such as tree root zones. Since casing pipe is not required for
short tunnel installations, a maximum short tunnel length of 30 linear feet (LF) is
established without written authorization by the ENGINEER.
4. Work shall be performed in accordance with the requirements of the City of Fort
Worth Water Department, the Texas Department of Transportation, or Railroad
Companies, as applicable.
B. MATERIALS:
1. Pipe: Carrier pipe or Water Mains shall be installed as shown on drawings and
as specified in the General Contract Documents.
2. Pipe without Casing Pipe: Shall be a minimum 150 psi Pressure Class ductile
iron pipe, or as designated on the plans for both water and sanitary sewer
applications.
3. Grout: Pressure grout applied to fill the annular space between the conduit and
dry auger bored hole shall be a Portland Cement -based grout mix achieving a
minimum 2000 psi compressive strength at 28 days. At a minimum, this grout
mix shall be proportioned not less than 1 cu. ft. of cement to 3 cu. ft. of fine sand
with sufficient water added to produce a free -flowing, thick slurry.
C. EXECUTION
1. Where short tunnel pipe installation is required, construction shall be performed
in such a manner so as to not interfere with the operation of the railroad, street,
Revised 5.1.13
SS-18 Released under Addendum No. 1— May 2, 2013
SPECIAL SPECIFICATIONS
highway, or other adjacent facilities, and so as not to weaken or damage any
embankment or structure. During construction operations, barricades and lights
to safeguard traffic and pedestrians shall be furnished and maintained, until such
time as the backfill has been completed and then shall be removed from the site.
2. Pits and Trenches:
a. If the grade of the pipe at the end is below the ground surface, suitable
pits or trenches shall be excavated for the purpose of conducting the
short tunneling operations and for placing end joints of the pipe.
Wherever end trenches are cut in the sides of the embankment or beyond
it, such work shall be sheeted securely and braced in a manner to prevent
earth from caving in.
b. The location of the pit shall meet the approval of the Engineer.
c. The pits of trenches excavated to facilitate these operations shall be
backfilled immediately after the casing and carrier pipe installation has
been completed.
3. Dry Auger Boring and installing Water or Sanitary Sewer Carrier Pipe: Carrier
pipe shall be installed by (1) boring a pilot hole and back reaming the hole with
the earth auger and simultaneously pulling the carrier pipe into place or by (2)
boring a hole with the earth auger and simultaneously jacking the carrier pipe into
place. Short Tunnel construction shall also conform with all applicable
standards, regulations, means, methods and materials contained in the City of
Fort Worth Technical Specification SECTION 33 05 20 AUGER BORING.
a. As indicated on drawings and as required and directed by the Engineer,
the water or sewer pipe shall be constructed of bore and jacked ductile
iron pipe or bore and back -reamed other restrained joint City approved
pipe materials.
b. The boring shall proceed from a pit provided for the boring equipment and
workmen. The holes are to be bored mechanically. The boring shall be
done using a pilot hole. By this method an approximate 2-inch hole shall
be bored the entire length of the crossing and shall be checked for line
and grade on the opposite end of the bore from the work pit. This pilot
hole shall serve as the centerline of the larger diameter hole to be bored.
Other methods of maintaining line and grade on the casing may be
approved if acceptable to the Engineer. Excavated material shall be
placed near the top of the working pit and disposed of as required. The
use of water or other fluids in connection with the boring operation will be
permitted only to the extent required to lubricate cuttings. Jetting or
sluicing will not be permitted.
c. In unconsolidated soil formations, a gel -forming colloidal drilling fluid
consisting of at least 10 percent of high grade carefully processed
bentonite may be used to consolidate cuttings of the bit, seal the walls of
the hole, and furnish lubrication for subsequent removal of cuttings and
installation of the pipe immediately thereafter.
Revised 5-1-13 SS-19 Released under Addendum No. 1- May 2, 2013
SPECIAL SPECIFICATIONS
d. Allowable variation from the line and grade shall be as specified under
paragraph A.2. However, if it is deemed necessary to achieve required
line and grade by the ENGINEER, a casing pipe shall be provided and
installed at no additional cost by the Contractor and shall be subsidiary to
the cost bid for installation by "Short Tunnel".
e. All voids between bore and outside of carrier pipe shall be pressure
grouted using approved grout materials and by a means and method
approved by the City and Engineer.
D. MEASUREMENT AND PAYMENT: Installation of pipe by Short Tunnel will be measured
by the linear foot of pipe, complete in place. Such measurement will be made between
the ends of the pipe along the central axis as installed. The work performed and
materials furnished as prescribed by this item will be paid for at the Contract Unit Price
bid per linear foot for Pipe Installed by Short Tunnel of the type, size, and class of pipe
specified as shown on plans. The furnishing of all materials, pipe, liner materials
required for installation, for all preparation, hauling and installing of same, and for all
labor, tools, equipment and incidentals necessary to complete the work, including
excavation, backfilling and disposal of surplus material shall be included in the Contract
Unit Price as shown in the Bid Proposal. Payment shall not include pavement
replacement, which if required, shall be paid separately.
Revised 5-1-13
SS-20 Released under Addendum No. 1— May2, 2013
STANDARD DETAILS
(General)
NOTE TO DESIGNER: IN
ACCORDANCE WI111 SECTION
33 05 10, ACCEPTABLE
BACKFILL WILL BE
COMMONLY USED WHERE
SOIL C0ND1110NS ALLOW
ACCEPTABLE
BACKFILL MATERIAL
IN ACCORDANCE SECTION 33 05 10
SURFACE REPAIR
95% COMPACTION
-2% TO +5% OF OPTIMUM
MOISTURE CONTENT
EMBEDMENT
CITY OF FORT WORTH, TEXAS
ACCEPTABLE BACKFILL
FINAL BACKFILL
- < 15 UNDER PAVEMENT
- ALL DEPTHS FOR
NON -PAVED AREAS
REVISED: 08-31-2012
33 05 10-D001
952 COMPACTION
-2% TO +5% OF OPTIMUM_-
MOISTURE CONTENT -
SELECT BACKFILL
MATERIAL IN
ACCORDANCE WITH
SECTION 33 05 10
NOTE TO DESIGNER: IN
ACCORDANCE WITH SECTION
33 05 10 CSS BACKEILL VALI.
BE USED WEN:
• TIME OR SPACE FOR
COMPACTION AND/OR
ACCEPTABLE BACKFILL
DOES NOT EXIST,
• TRENCH SETTLEMENT IS
OF PARTICULAR CONCERN,
• DEEP TRENCHES VMERE
FINAL BACKFILL EXCEEDS
15 FEET,
• OR AS DIRECTED BY CITY.
CSS BACKFILL IN
ACCORDANCE WITH
SECTION 33 05 10
SURFACE REPAIR
EMBEDMENT
FINAL
BACKF1 I
VARIES
CITY OF FORT WORTH, TEXAS
CEMENT STABILIZED SAND (CSS)
BACKFILL
REVISED: 08-31-2012
33 05 10-D003
NOTE TO DESIGNER: IN
ACCORDANCE WITH SECTION
33 05 10, CLSM WILL ONLY
BE USED MIEN AN
OBSTRUCTION CREATES THE
NEED FOR A FLOWING
BACKFILL, OR AS DIRECTED
BY CITY.
CLSM IN ACCORDANCE
WITH SECTION 03 34 13.
D WITN SECTION ACCORDANCEKIllt IN 33 05 10
SURFACE REPAIR
FINAL
BACKFILL
VARIES
EMBEDMENT
CITY OF FORT WORTH, TEXAS
CONTROLLED LOW STRENGTH
MATERIAL (CLSM) BACKFILL
REVISED: 08-31-2012
33 05 10-D004
NOTE TO DESIGNER:THE
INTENT IS TAHT THE
CONTRACTOR CAN CHOOSE
BETWEEN SELECT BACKFILL
AND CSS.
SURFACE REPAIR
FINAL
BACKFILL
ACCEPTABLE BACKFILL 15.
MATERIALACCORDANCE
WITH SECC TIONON3333 05510 10
NOTE:
BACKFILL WITH CSS FI OR BACKFILL FOR TOTAL
SELECT ACCORDANCE
BACKFILL IN FINAL BACKFILL DEPTH
SECORNA33E 05 10 GREATER THAN 15' DEEP
SECTION 33 10
ORT WORT
95% COMPACTION
-2% TO +5% OF OPTIMUM
MOISTURE CONTENT
98% COMPACTION
-2% TO +5% OF
OPTIMUM
MOISTURE
CONTENT
EMBEDMENT
FINAL
BACKFILL
VARIES
CITY OF FORT WORTH, TEXAS
DEEP TRENCH BACKFILL
REVISED: 08-31-2012
33 05 10-D005.
8°-24"
2' MIN.
cav
VVVVVVVVV
- V V V V `Y V V V V V
•
CLSM PER SECTION 33 ,v v v v v v v v v v F,
04 13, BACIFLL PER
SECTION 33 05 10 a v v v c vv v o-
vv
" 4±ivv vvcv^,vv,_ a9¢o vvv vV"
._
C OVVVVVVSt
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•
v V v v 4Vv vV VF,
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V VVV V V V V i V F'
V
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vv VVVVVVVVV
vvVVrvarv-
VVVVVOVVVV`
•
• VrVVrVvrV-
V
EXISTING GROUND
PIPE BACKFlLL PER
SECTION 33 05 10
PIPE EMBEDMENT PER
•� SECTION 33 05 10
•V VVVOVVV<
VVVVVVV
• v v V v e v V V c PIPE
vvvvvvvvv
v Vvvvvvvvvv
POVvvvvvVO
VVVVVVVvvv "
TYPICAL PROFILE
SLOPED
-- TRENCH
WALL
VERTICAL
TRENCH
WALL
vvv av vvvavevavv \�
/ .\j� v V vvv VV V V v v 00 l,a
,� ve v v ev V vvvvvvv "\�j\� vv
vvvV V V vVvv9a9V9
/vv/\A:VvvvvvvvV vvvvvV/.
/;i/ / ;vvvvvvvvvvvvv /
TRENCH WIDTH PER
SECTION 33 05 10
7VVVVVVVVVV
VVOVVV•OVVV
VVOVVO vvv
VVVVVVVV V
OVVVVVVVV
VVVVVVVV
PVVOVVVV
"vw
VV
i
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PIPE tavF`
DIA
TRENCH
YMD1H
TYPICAL SECTION
UNDISTURBED SOIL
ACCEPTABLE
BACKFlLL PER
SECTION 33 05 10
CLSM PER SECTION 03
34 13, BACKFlLL PER
SECTION 33 05 10
ORT WORT
CITY OF FORT WORTH, TEXAS
TRENCH WATER STOP
REVISED: 0B-31-2012
33 05 10-D006
g}a
\
\ �;a \0
\ y§
\ 3\
, 7..
.C.;a�
§)&
no_m/\la
yK\ \ /{
kLLIOL\^\�/
r ,
#}\ N./ q§
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al P
tn
CITY OF FORT WORTH, TEXAS
PIPE ABANDONMENT PLUG
EXISTING HMAC
PAVEMENT
2' MIN
(TYP)
/ ♦ C\OO�O��OO�O����000 Y
.ti Y t 1 r i,r r
1''ykY p]_utf?E{a
rr .,r �YT$����'i }Y�•c.yf _ IY1 .. F. .t+'a
PROPOSED HMAC
PAVEMENT REPAIR
CONCRETE
COLLAR
FRAME AND COVER AS
INDICATED IN THE DRAWINGS
EXISTING HMAC
PAVEMENT
PAVEMENT
ASPHALT PAVEMIENT PERR
CH REPAIR
AS INDICATED INTHE
DETAILS
DRAWNGS
n6 �\
UNDISTURBED
�./� i /�/,:'
MANHOLE OR VAULT
EXISTING SUBGRADE /� 2 ROWS RAM-NEK OR - /.; PER DRAYANGS
TREATED\,.;
EQUIVALENT (TYP � /�
SUBGRADE ��
ACCEPTABLE BACKFlLL
OR AS REQUIRED BY
DRAWINGS PERSECTION
3310
SECTION VIEW
NOTES:
1. THIS DETAIL TO BE USED
SPECIFIED ON THE RAWINGSONLY YMERE
IN
COMBINATION WITH PROPOSED MANHOLE
OR VAULT IN THE SAME LOCATION.
2. IGRADE
RINGS
BENOLESSTHAN 2' THICK, AND SHALL
NOT EXCEED 12- IN TOTAL HEIGHT. NO
MORE THAN 3 TOTAL GRADE RINGS.
SHALL BE ALLOWED.
3. MEASUREMENTS ARE TYPICAL FOR ALL
SIDES OF MANHOLE/VAULT LID
ASSEMBLY.
CITY OF FORT WORTH, TEXAS
MANHOLE LID ASSEMBLY - EXISTING
HMAC PAVEMENT (CONE)
REVISED: 08-31-2012
33 05 13-D010
•
/
XISTING HMAC
PAVEMENT
1111.111// 9 1/i
/
\
2' MIN.
(TYP.)
�// ///.'//ice%,
UNDISTURBED
SUBGRADE
EXISTING TREATED
SUBGRADE
ACCEPTABLE BACKFILL
OR AS REQUIRED BY
DRAWINGS PE 3SECT ON
ORT
inersaavan
mordrannan
,\2 MIN SEPARATION
DISTANCE (TYP )
CONCRETE
COLLAR
N
NN
PLAN VIEW
air
A
\\
s—#a BARS
PROPOSED HMAC
PAVEMENT REPAIR
.FRAME AND COVER AS
INDICATED IN THE DRAWINGS
GROUT FACE
SMOOTH (TYP.)
2 ROS RAM—NEK
ORWEQUIVALENT
VARIES (TYP.)
VARIES"
/
/
/
XISTING HMAC
PAVEMENT
PAVEMENT REPAIR PER
ASPHALT PAVEMENT
TRENCHREPAIR DETAILS
ININ THE
AS
DRAWINGS
MANHOLE OR VAULT
PER DRAWINGS
OPP"11111111011Noms:
1 THIS DETAIL TO BE USED ONLY WHERE
SPECIFIED ON THE DRAWINGS IN
COMBINATION WITH PROPOSED MANHOLE
OR VAULT IN THE SAME LOCATION.
2. IF GRADE
RINGS
BENOLESSTHAN2"THICK, ANDS ALL
NOT EXCEED 12" IN TOTAL HEIGHT. NO
MORE WAN 3 TOTAL GRADE RINGS,
SHALL BE ALLOWED.
3. MEASUREMENTS ARE TYPICAL FOR ALL
SIDES OF MANHOLE/VAULT UD
ASSEMBLY.
SECTION VIEW
CITY OF FORT WORTH, TEXAS
MANHOLE LID ASSEMBLY - EXISTING HMAC
PAVEMENT (FLAT TOP)
REVISED: 08-31-2012
33 05 13-0011
EXISTING
CONCRETE
PAVEMENT
EXISTING
TREATED
SUBGRADE
UNDISTURBED
SUBGRADE /\
ACCEPTABLE BACKFILL
OR AS REWIRED BY
DRAWINGS PER SECT
33 10
4 BARS '.
<OR 0CYRS OETE STREETS
OLD REPAIR
ENTIRE PANEL,
OTHERWISE 3' MIN. (TIP.)
PLAN VIEW
e-14 BARS, 4'
LONG, TIE TO
LONGITUDINAL AND
TRANSVERSE
REINFORCEMENT
12" MIN.
'SEPARATION
.DISTANCE
PROPOSED CONCRETE
PAVEMENT REPAIR
CONSTRUCTION JOINT
PER 32 13 13-D511
FRAME AND COVER AS
INDICATED IN THE DRAWINGS
EXISTING
CONCRETE
PAVEMENT
BAR SPACING AND
PAVEMENT THICKNESS
SHALL BE PER CONCRETE
PAVEWENCH RE
DE AILSNT AS IINDICATEDPNR
THE DRAWINGS
' MANHOLE OR
•.� VAULT PER
DRAWINGS
NOTES:
1. THIS DETAIL TO BE USED ONLY WHERE SPECIFIED
MATHE
OR VAULT NGS IN COMBINATION
IN THESAME LOCATION.
WITH PROPOSED
LOCA ON
2 AIL MEASUREMENTS TYPICAL
OF MANHOLE/VAULT 0E ASSEMBLY.OR ALL SIDES
3. IF GRADE RINGS ARE USED, THEY SHALL BE NO
LESS THAN 2. THICK, AND 12.
INTO AL HEIGHT. NO M RESHALL THAN 30T TOTALEED GRADE
RINGS. SHALL BE ALLOWED.
4. FOR CONCRETE STREETS LESS THAN 10 YEARS OLD,
ENTIRE PANEL SHALL BE REPLACED, OTHERWISE
REPLACED CONCRETE SHALL EXTEND A MINIMUM OF
3' BEYOND MANHOLE IN ALL DIRECTIONS.
5. CONCRETE PAMNG SHALL BE PAID AS A SEPARATE
ITEM.
CITY OF FORT WORTH, TEXAS
MANHOLE LID ASSEMBLY - EXISTING
CONCRETE PAVEMENT (CONE)
REVISED: 08-31-2012
33 05 13-D012
EXISTING
CONCRETE
PAVEMENT
UNDISTURBED:\�
SUBGRADE
EXISTING TREATED
SUBGRADE
ACCEPTABLE BACKFILL
OR AS REQUIRED BY
DRAWINGS PER33EC510
ON
•
#4 BARS
FOR CONCRETE STREETS
< 10 YRS OW REPAIR
ENTIRE PANEL,
OTHERWISE 3' MIN. (TYP.)
ORT WORT
PLAN VIEW
8—#4 BARS, 4'
:!LONG, TIE TO
LONGITUDINAL AND
TRANSVERSE
"REINFORCEMENT
PROPOSED CONCRETE
PAVEMENT REPAIR
CONSTRUCTION JOINT
PER 32 13 13—D511
FRAME AND COVER AS
INDICATED IN THE DRAWINGS
reirSartiffarfin
SECTION VIEW
EXISTING
CONCRETE
PAVEMENT
BAR SPACING AND
PAVEMENT THICKNESS
SHALL BE PER CONCRETE
PAVER
DE AILSNT AS IINDICATEDTRENCHPIN
THE DRAWINGS
`s '3" MIN.
,(
MANHOLE OR
/ VAULT PER
�i DRAVNGS
NOTES:
1. THIS DETAIL TO BE USED ONLY WHERE SPECIHED ON
THE DRAWINGS IN NATION
IMTFI PROPOSED
MANHOLE OR VAU OW I TTHE SAME LOCATION.
2. ALL MEASUREMENTS ARE TYPICAL FOR ALL SIDES OF
MANHOLE/VAULT UD ASSEMBLY.
3. IF GRADE RINGS ARE USED. THEY SHALL BE NO LESS
THAN 2" THICK, AND NOT12" IN
TOTAL HEIGHT. NO MOREALL THAN 3 TOTAL GRADE
RINGS. SHALL BE ALLOWED.
4. FOR CONCRETE STREETS LESS THAN 10 YEARS OLD,
ENURE PANEL SHALL BE REPLACED, OTHERWISE
REPLACED CONCRETE SHALL EXTEND A MINIMUM OF
3' BEYOND MANHOLE IN ALL DIRECTIONS.
5. CONCRETE PAVING SHALL BE PAID AS A SEPARATE
ITEM.
CITY OF FORT WORTH, TEXAS
MANHOLE LID ASSEMBLY - EXISTING
CONCRETE PAVEMENT (FLAT TOP)
REVISED: 08-31-2012
33 05 13-D013
VARIES
(TYP.)
VARIES
(TYP.)
TREATED
SUBGRADE
ACCEPTABLE BACKRLL
OR AS REQUIRED BY
DRAYANGS PER
1SECT3 05ION
N
MANHOLE OR
VAULT PER
DRAWINGS
PLAN VIEW
8-#4 BARS, 4'
!LONG, TIE TO
LONGITUDINAL AND
TRANSVERSE
REINFORCEMENT
2MIN.
SEPARATION.:-.,
DISTANCE
CONSTRUCTION JOINT
PER 32 13 13-0511
FRAME AND COVER AS
INDICATED IN THE DRAYANGS
�.. GROUT FACE
2" MAX. SMOOTH (TYP.)
2 ROWS
RAM-NEK OR
EQUIVALENT
(TYP.)
VARIES PER
SUBGRADE
TREATMENT
REQUIREMENTS,
SEE NOTE 4
GROUT FACE
SMOOTH (TIP.)
(4) #4 BARS DRILLED INTO
MANHOLE CONE 3' MIN.
BOTH DIRECTIONS
SECTION VIEW
BAR SPACING, PAVEMENT
THICKNESS,
SHALL SPACING.
BE PER
ETC.
DRAWINGS
CITY OF FORT WORTH, TEXAS
MANHOLE LID ASSEMBLY - PROPOSED
CONCRETE PAVEMENT (CONE)
NOTES:
1. THIS ONLY WHERE TOETAIL WHERESPECIFIED ON
THE DRAWINGS IN
COMBINATION YATH
MANHOLEPROPOSED OR
VAULT IN THESAME
LOCATION.
2. ALL
MEASUREMENTS
FORALL SIDES OF
MANHOLE/VAULT LID
ASSEMBLY.
3. IF GRADE RINGS ARE USED
THEY SHALL BE NO LESS
THAN 2' THICK, AND SHALL
NOT EXCEED 12" IN TOTAL
HEIGHT. NO MORE THAN 3
TOTAL GRADE RINGS. SHALL
BE ALLOWED.
4. CONE MANHOLES SHALL
TERMINATE AT SUFFICIENT
DEPTH TO ALLOW FOR
MIXING Y
NECESSARY FOR RON AS
ROAD
CONSTRUCTION. RISER
SECTION SHALL BE
CAST -IN -PLACE PER
SECTION 33 39 10.
5, CONCRETE
PAID AS A SEPARATE ITEMS
REVISED: 08-31-2012
33 05 13-D014
.\ NY:-:
• : /<.
EXTENTS OF MANHOLE
PLAN VIEW
I, \III2., Z41, I
\�\/\Y/?>\/\%i�/\/\\
11 MIN. ACCEPTABLE \ ���\
BACNEILL OR 6" MIN' , ��/
� CSS OR CLSM AS\ \�\
'\� REQUIRED BY DRAWINGS \���
�' PER SECTION 33 05 10\ \�\
/>/)//)/22�r
NVNNY�11rA
(4) #4 BARS DRILLED
INTO MANHOLE CONE 3"
MIN. BOTH DIRSEENOTE6
NOTES:
1 THIS
CIF ED ION THE DRAWNGS L TO BE USED Y WHERE
N
COMBINATION WITH PROPOSED
MANHOLE OR VAULT IN THE SAME
LOCATION.
2. ONLY FLAT TOP MANHOLES SHALL BE
CONE MANHOLESALLOWED FOR VE
(WILL NOT BERFACES.
ALLOWED.
3. IF GRADE RINGS ARE USED THEY
SHALL BE NO LESS THAN 2" THICK,
HAND SHALL NOT EXCEED 12" EIGHT. NO MORE THAN 3 TOTAL OTAL
GRADE RINGS. SHALL BE ALLOWED.
4. ALL MEASUREMENTS ARE TYPICAL FOR
ALL SIDES OF MANHOLE/VAULT LID
ASSEMBLY.
5. MANHOLE FLAT TOP SHALL EXTEND 6"
MIN. ABOVE HIGHEST ADJACENT
UNIMPROVED SURFACE WHEN RAISED
MANHOLE IS INDICATED IN THE
DRAWINGS.
6. PROVIDE REINFORCEMENT TYING
COLLAR TO MANHOLE.
7. WHERE POSSIBLE, RING AND FRAME
MAY BE INTEGRALLY CAST INTO RAT
REQUIREMENTSTOP, PROVIDED AU_ ER SPACING
ARE MET.
g, WHEN USED, CONCRETE COLLARS
SHALL BE POURED TO EXTENTS OF
CONCRETE FLAT TOP.
9. AMANHOLE SHALL BE S INDICATED ON THEADRAWIISED NGLUSH
S.
EXISTING
UNIMPROVED
SURFACE
FRAME AND COVER
AS INDICATED IN
THE DRAWNGS
(4) #4 BARS
DRILLED INTO
MANHOLE CONE
3" MIN. BOTH
DIRECTIONS. SEE
NOTE 6
FRAME AND COVER AS
INDICATED IN THE DRAWINGS
CITY OF FORT WORTH, TEXAS
MANHOLE LID ASSEMBLY -
UNIMPROVED SURFACE (FLAT TOP)
1• MIN. ACCEPTABLE
BACKFILL OR 6" MIN CSS
OR CLSM AS REQUIRED
BY DRAWINGS PER
SECTION 33 05 10
I. WIDE REFLECTIVE
TAPE WITH COLOR
AS PER U11UTY
COLOR TABLE.
1' APART STARTING
6' BELOW CAP.
21' POST CAP WI1H COLOR AS
PER U11LITY COLOR TABLE WITH
WARNING LABEL ON BOTH SIDES.
IN OF
(817)
EMERGENCY
PLEASE CALL 392-4477
FOR LINE (817)
LOCATION PLEASE CALL: 392-8296
NOTES:
1. MARKERS SHALL
RECLAIMED WATER, AND SANITARY SEWER REQUIRED FOR ALL OLINES EGREATER
THAN 12".
2 MARKERS
SHALL
THE DRAWINGS.
FOR STORM DRAINS WHEN
KEKERS AT EACH
3 AT MAJOR RUTIUTY CROSSINGS AS NDICAIED CROSSING
AND
THE
DRAWINGS.
CITY OF FORT WORTH, TEXAS
UTILITY MARKER POLE
STANDARD DETAILS
(Water & Sewer)
6" MIN. AND
12" MAX.
INITIAL BACKFlLL
UTILITY SAND PER
SEC110N 33 05 10
6" MIN. AND
12" MAX.
BEDDING
BACKFILL
TRENCH GEOTEXTLLE
FABRIC
6" MIN. TRENCH
WALL CLEARANCE
(TYR.)
NO GROUND GROUND WATER
WATER PRESENT PRESENT
CITY OF FORT WORTH, TEXAS
EMBEDMENT FOR WATER LINES
12-INCH AND SMALLER
REVISED: 08-31-2012
33 05 10-D101
TRENCH DEPTH
LESS THAN OR
EQUAL TO 15',
AND NO
GROUND WATER
PRESENT
12" MIN. AND 18"
MAX. TRENCH WALL
CLEARANCE (TYP.)
TRENCH DEPTH
GREATER THAN 15',
GROUND WATER
PRESENT, OR BURIED
STEEL PIPE PER
SECTION 33 11 14
CITY OF FORT WORTH, TEXAS
EMBEDMENT FOR WATER LINES
16-INCH TO 24-INCH
BACKFILL AND
SURFACE REPAIR TO
MATCH WATER MAIN
1" MIN.
TORT WORT
1' MIN.
UI1UTY SAND PER
SECTION 33 05 10
CITY OF FORT WORTH, TEXAS
EMBEDMENT FOR WATER SERVICES
DATE: 08-31-2012
33 05 10-D104
MINIM
DIM
MEM
MIME
0
WTw
mUa
own.
Po a
0
4
K
as
JmN
wwosW
an W
o%o ~
wJ U'O
zzr
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000 z
O,
1-
3
0
JZ
w1w
moa
WI
Id
W
0
U
Z
0
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N
5
W
a
0
0
\ an
Oz
Wm Mta Zz
s§ G(4
ZOcLZ
d\ I� �m
M0- !mr
@[J\ ®a® o§
2� .:Cr)
a
_
3/8" WALL
SNAP LOCK
POCKET. SEE
NOTE #4
1/2" REBAR (2)
17-7/5"
19-1/8 I.D. WORK AREA
r�
NOTE:
1. USE THIS METER BOX IN NON -PAVED AREAS ONLY.
2. DIMENSIONS ± 1/8" U.N.O.
3. WALL THICKNESS: 3/13
4 ENDPOINT. KSNAPKET WALL RECEIVE / DEVICE
SNAP LOCK SLOT IS 80" t.015 TO
POCKET
HEIGHT ISR15/ 6" FORFM OR
E 1/8" AIR GAP.
PICK HOLE POCKET
3" x g/16"x THRU HOLE
WITH 3/160 304SS ROD
1=1=1=Bm0=1=_
lele•m. • i 1
1=1=1=ire u e�i
11!..�IiV OF I1!
11l=1=�01�'0 0�1
n�¢�1 �11111 �i1F1
Q1�1 �1111U18 1
i=1=1=1 0 Ipl_
=1=1=1 1 1^
1 ,TLTI1 1181111
�--- 14-3/4" ---�
CITY OF FORT WORTH, TEXAS
1-INCH STANDARD PLASTIC METER BOX
(3/4 & 1-INCH METERS)
REVISED: 08-31-2012
33 12 10-D113
----- 17-3/4-
6-5/16" I.D. WORK AREA
3/8" WALL
NOTE:
1. USE THIS METER BOX IN NON -PAVED AREAS
ONLY.
2. DIMENSIONS f 1/8" U.N.O.
3. WALL THICKNESS: 3/8"
4. SNAP LOCK POCKET WILL RECEIVE AMR/AMI
DEVICE ENDPOINT. SNAP LOCK SLOT IS 1.80" t
.015" POCKETOHE HEIGHT SOR A 15/16"NGER FOR MINCE INSTALL.
ALLOW 1/8" AIR
GAP.
SNAP LOCK
POCKET, SEE
NOTE #4
1/2 REBAR (2)
PICK HOLE POCKET
3" x 9/16"x THRU HOLE
WITH 3/160 304SS ROD
CITY OF FORT WORTH, TEXAS
2-INCH STANDARD PLASTIC METER BOX
(1-Y2 & 2-INCH METERS)
REVISED: 08-31-2012
3312 10-D114
16-1/2"ID WORK AREA
SNAP LOCK
POCKET, SEE
NOTE /4
SNAP LOCK
POCKET, SEE
NOTE /4
1/2" REBAR (2) PICK HOLE POCKET
3" x 9/I6"x THRU HOLE
KITH 3/160 304SS ROD
METER BOX LID
18-1/2" ID WORK AREA
21-1/2" 20-1/2"
MF TER BOX
NOTE:
1. THIS METER BOX SHALL BE USED IN NON -PAVED AREAS ONLY.
2. DIMENSIONS ± 1/8" U.N.O.
3. WALL THICKNESS: 3/8"
4. SNAP LOCK POCKET WLL RECEIVE AMR/AMI DEIACE ENDPOINT.
SNAP LOCK SLOT IS 1.80" t .015" TO ALLOW FOR A FINGER
FORCE INSTALL. POCKET HEIGHT IS 15/16" FOR MIN 1/8" AIR
GAP.
CITY OF FORT WORTH, TEXAS
BULLHEAD STANDARD PLASTIC METER BOX
(2 - %-INCH METERS)
REVISED: 08-31-2012
33 12 10-D115
1/2" REBAR (2)
SNAP LOCK
POCKET, SEE
NOTE #2
16-3/4'
L22-3/4
1-3/4" --1
Imo--- 20" 1.0. WORK AREA --'1
21-1/2'
PICK HOLE POCKET
3° x 9/16"x THRU HOLE
'MTH 3/160 3045S ROD
Oola7��-0—fie'
tele�e. � 1®0
)'1 t101 �1 of o1�0
eoe
M orca®Teem�!`v?,��
w"t=a= mwc°m
tT mt 1111
j�0'i'Be1�1,1p1
1=i=1 lelela.
MFTFR BOX
NOTE:
1. USE THIS METER BOX IN PAVED AREAS ONLY.
2. SNAP LOCK POCKET WILL RECEIVE AMR/AMI DEVICE ENDPOINT.
SNAP LOCK FORCE IN TALL.L ? POCKET HEIGHTIS 15/16 FOR MIN 1/8N AIR
GAP.
r15-1/4" —1
— 13-1/2"
12° I.D. WORK AREA
CITY OF FORT WORTH, TEXAS
1-INCH STANDARD CONCRETE METER BOX
(3/4 & 1-INCH METERS)
REVISED: 08-31-2012
33 12 10-D116
26 7/8"
25 3/4"
32 1/2"
SNAP LOCK
POCKET. SEE
NOTE /2
1/2" REBAR (2)
PICK HOLE POCKET
3" x 9/16"x THRU HOLE
PoIH 3/169 30455 ROD
20 1/2"
17" I.D. WORK AREA
14.-------- 28" I.D. 31^WOAREA 20"
METER BOX
NOTE:
1. USE THIS METER BOX IN PAVED AREAS ONLY.
2. SNAP LOCK POCKET WILL RECEIVE AMR/AMI
DEVICE ± 015"ETOPSNAPOINT. 80"
ALLOW FOR A FINGER FORCE
INSTALL. POCKET HEIGHT IS 15/16 FOR MIN
1/8" AIR GAP.
CITY OF FORT WORTH, TEXAS
2-INCH STANDARD CONCRETE
METER BOX (1-Y2 & 2-INCH METERS)
REVISED: OB-31-2012
33 12 10-D117
PICK HOLE POCKET
3" x 9/16"x THRU HOLE
WITH 3/160 304SS ROD
21 1/4' ---'I
17 1/2" I.D. WORK AREA
--- 18 3/4" --
NOTE:
1. USE THIS METER DO%AN PAVED AREAS ONLY.
2. SNAP LOCK POCKET WALL RECEIVE AMR/AMI DEVICE
AN
NFINGER FORCE INSTALL OI
POCKET HEIGHT IS ALLOW5* TO 15/18FOR MINE
1/8" AIR GAP.
CITY OF FORT WORTH, TEXAS
BULLHEAD STANDARD CONCRETE
METER BOX (2 - %-INCH METERS)
MJ CONNECTION WITH ANCHOR TEE
OR ANCHOR COUPLING FOR DUCTILE
IRON OR PVC PIPE WATER MAIN
i
///i /%X /R/ jRN/;•.
/, 6' FIRE HYDRANT,/
�/��' LEAD LINE (PVC i
��'; OR DIP) //////,
RETAINER
GLAND
WATER MAIN
HORIZONTAL BLOCKING
PER 33 11 00-D130
BACKRLL SAME AS
WATER MAIN PER
SECTION 33 05 10
PAVEMENT OR
OTHER SURFACE
HORIZONTAL
THRUST
BLOCKING PER
33 11 00-0130
N
WATER MAIN
MJ ANCHOR TEE OR
MJ ANCHOR COUPLING
6" MJ GATE VALVE
PER 33 12 20-D126
NOTE:
1. DO NOT LOCATE FIRE HYDRANT IN SIDEWALK.
2. PROVIDE FOUR (4) FOOT CLEARANCE AROUND FIRE
HYDRANT.
3 AND IINSTALLEDSION nAS PER ONS MAY
REQUIRED
MANUFACTURERS
INSTRUCTIONS.
4. PPE CONCRETE
PIPE
PROVIDE AN ISOLATION KIT AND WAX
STEEL
PETROLATUM TAPE COATING PER SECTION 33 04 10
AND FLxMJ GATE VALVE,
ORT WORT
PAVEMENT OR
OTHER SURFACE
PLAN VIEW
EXISTING OR
PROPOSED CURB
EXISTING OR SIDEWALK
PROPOSED
CURB
4, +
4' 4' 4' W
BOTTOM
4' + / REST
r....... r� I
W
6" FIRE HYDRANT LEAD
UNE (PVC OR DIP)
SAND EMBEDMENT PER
SECTION 33 05 10
RETAINER
GLAND
ELEVATION VIEW
HORIZONTAL
THRUST
FIRE BLOCKING PER
HYDRANT 33 11 00-0130
2'-6" FROM BACK
OF CURB (MAX. 9')
SET FIRE
HYDRANT
PLUMB
BREAKER RING
W/BREAKER STEM
3'-6" MIN.
7'-0- MAX.
MINIMUM 0.3 C.Y. CRUSHED
ROCK PROPORTIONALLY
AROUND BASE. DO NOT
COVER WEEP HOLE.
HORIZONTAL BLOCKING
PER 33 11 00-0130
CONCRETE REST
12"x12'x6'
RETAINER
GLAND
CITY OF FORT WORTH, TEXAS
STANDARD FIRE HYDRANT (STRAIGHT)
REVISED: 08-31-2012
33 12 40-D120
NOTE:
1. DO NOT LOCATE FIRE HYDRANT IN
SIDEWALK.
2 PROVIDE
FOUR
H(4) FOOFOOT CLEARANCE
AROUND F
3. EXTENSION SECTIONS MAY BE USED AS
REQUIRED AND INSTALLED AS PER
MANUFACTURERS INSTRUCTIONS.
4. USE THIS DETAIL FOR 12" AND SMALLER
MAINS ONLY.
HORIZONTAL BLOCKING
PER 33 11 00-D130
RETAINER GLAND
FIRE HYDRANT
ANCHOR TEE
y RETAINER GLAND
EXISTING OR
PROPOSED CURB
PAVEMENT
BACKFILL SAME AS
WATER MAIN PER
SECTION 33 05 10
SAND EMBEDMENT PER
SECTION 33 05 10
NJ CONNECTION KITH
FIRE HYDRANT TEE FOR
DUCTILE IRON OR PVC
PIPE WATER MAIN
6-INCH GATE VALVE
ANCHOR BY MJ PER
33 12 20-D126
BOTTOM REST
HORIZONTAL BLOCKING
PER 33 11 00-D130
IRE HYDRANT
y
// /// //
PLAN VIEW
at 'dial
FIRE HYDRANT CONCRETE REST
ANCHOR TEE 12"x12"x6"
6" MJ GATE VALVE RETAINER GLAND
PER 33 12 20-0126 6" FIRE HYDRANT LEAD
LINE (PVC OR DIP)
RETAINER GLAND
SET FIRE
HYDRANT
PLUMB
BREAKER RING
W/BREAKER STEM
3'-6" MIN.
7'-0' MAX.
MINIMUM 0.3 C.Y. CRUSHED
ROCK PROPORTIONALLY
AROUND BASE. DO
COVER WEEP HOLE,NOT
ELEVATION VIEW
HORIZONTAL BLOCKING
PER 33 11 00-D130
CITY OF FORT WORTH, TEXAS
STANDARD PRE HYDRANT (ELL)
REVISED: 08-31-2012
33 12 40-D121
8-#4 BARS
(TYP.)
pyD AREA.AS
CONCRETE COLLAR
AWWA THREE-PIECE
VALVE BOX OR
APPROVED EQUAL
)§"x45' CHAMFER
2" SQUARE STOCK
W/ 1" DIA. HOLE
GRILLED THROUGH
1" 9 SOLID
ROUND STOCK
2" SQUARE STOCK
W/ 1" DIA. HOLE
GRILLED THROUGH
2)¢" SQUARE
TUBING W/ Y."
THICK WALL
8-14
BARS
(TYP.)
% CHAMFER OW.)
FOR UNIMPROVED
SURFACES ONLY
UNEAVEE AREAAS
%' CHAMFER (TYP.)
3" MIN.
IF VALVE OPERATING NUT 15
MORE THAN 3' BELOW
PAVEMENT SURFACE, PROVIDE
PAVEMENT SURFACE.
1 BELOW
USE RETAINER GLANDS
FOR VALVE RESTRAINT
VARIES
NOTE:
1. GATE VALVES SHALL BE
RESILIENT SEATED.
2. PROVIDE 3" MIN. OF COVER
OVER REINFORCEMENT IN
ALL DIRECTIONS.
3. RS SHALL BE 4,000
PSIICCONCRETE PER SEC11ON
03 30 00.
NOTE:
1. 1" ROUND SOLID BAR & 2" SQUARE
PER AS151 A-108-81. SAE 1020.
COLD DRAWN OR BETTER.
2. 2-)5' SQUARE TUBINGNG,
A-512-79, COLD DRAWN
OR BETTER.
3. ALL WELDS SHALL COMPLY WITH A.W.S.
CODE FOR AND QUALITY OF WELDSAPPEARANCE
CITY OF FORT WORTH, TEXAS
WATER DISTRIBUTION
SMALLER) VALVE & BOX
(12
REVISED: 08-31-2012
3312 20-D126
BLOCKING SHALL
EXTEND TO
UNDISTURBED EARTH
TOCUNDISTURB KING SHALL EXTEND
ALL DUCTILE IRON FITTINGS
SHALL BE WRAPPED IN
POLYETHYLENE PER
SECTION 33 11 11
E
2 _0" 50.89 "•" S UARE FEET.
*MINIMUM THRUST BLOCKING SURFACE AREA SHALL BE QINCHES, BUT IS
',DIMENSION "X' TO BE A MINIMUM OF ONE FOOT AND SIX
TO BE INCREASED RE NECESSARY TO PROVIDE BEARING AGAINST
UNDISTURBED TRENCH
NOTES:
1.1.1.THRUST FLOCKING PRESSURESOWN ARE BASED :
1.2. 3,000 PSF HORIZONTAL OR LATERAL BEARING PRESSURE FOR ACCEPTABLE
SOILS
1.3. MINIMUM COVER OF 42"
1.4. A SAFETY FACTOR OF 1.5,
2 THE EN INEER THE NEESHALL
ABROMIDEOVE ASSUMPTIONS.AABATE BLOCKING TABLE WHEN THE CONDITIONS
3, DO THE CONTRACTOR IS REQUIRED TO PROVIDE THRUST RESTRAINT BY MEANS OF
THRUST BLOCKING FOR ALL PIPES. THIS ITEM SHALL BE CONSIDERED SUBSIDIARY TO
THE VARIOUS ITEMS BID.
4. All MJ FITTINGS SHALL BE ADDITIONALLY RESTRNNED WITH RETAINER GLANDS.
5 BLOCSPECIICGLFOR WATER IJNES SHOLARGERON THEAN DRAWINGS.
BE DESIGNED FOR THE
ION
B. ALL PLACING O
DUCTILE IRON OFBLOCKING.NGLL BE WRAPPED IN POLYETHYLENE ENCASEMENT
P
CITY OF FORT WORTH, TEXAS
HORIZONTAL THRUST BLOCKING
CONCRETE CRADLE
SHALL EXTEND TO
UNDISTURBED EARTH
PIPE
SIZE
CONCRETE CRADLE TABLE
90' BENDS
IN. AREA
(SF)
45' BENDS
MIN. AREA
(SF)
22.5' BENDS
MIN. AREA
(SF)
11.25' BENDS
MIN. AREA
(SF)
2'-0" 31.99 •^"� ti3"79 -8.93
20' 2'-0" 49.98 27.05 19.86 9.98
WM 21_0' 71.97 38.95
*MINIMUM THRUST BLOCKING SURFACE AREA SHALL BE 4 SQUARE FEET.
**DIMENSION "X' TO BE A MINIMUM OF ONE FOOT AND SIX INCHES, BUT
IS TO
NC
BE INCREASED
TRENCH HERE NECESSARY TO PROVIDE BEARING AGAINST
NOTES:
1.11 THRUST BLO KINT PRESSURESOWN ARE BASED ON:
1.2. 3,000PSI PSF HORIZONTAL OR LATERAL BEARING PRESSURE FOR ACCEPTABLE SOILS
1.3. MINIMUM COVER OF 42"
1.4. A SAFETY FACTOR OF 1.5.
2. THE ENGINEER SHALL PROVIDE A SEPARATE BLOCKING TABLE WHEN THE CONDITIONS DO NOT
MEET THE ABOVE ASSUMPTIONS.
3 THE BLOCKING FOR AALLSPPESS.. ITHS ITTEMRSHALL ERCONSIDEREDI SUBSIDIARY TO THE VARIOUS
ITEMS BID.
4. ALL MJ FITTINGS SHALL BE ADDITIONALLY RESTRAINED WITH RETNNER GLANDS.
5. CRADLES FOR WATER LINES LARGER THAN 24' SHALL BE DESIGNED FOR THE SPECIFIC
LOCATION AND SHOWN ON THE DRAWINGS.
6. ALL DUILE BLOCKION NG.
FITTINGS SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT PRIOR
PLACING TO
CITY OF FORT WORTH, TEXAS
CONCRETE CRADLE
REVISED: 08-31-2012
3311 00-D131
REINFORCING MAT
SHALL BE /4 BARS
0 6' OCEW
WIDTH SHALL BE 8'
MIN. FOR 2 BAIL APPLICATIONS. BLOCBE AGAINST
SHALL
6' MIN BE
OTHERWISE 6' MIN. BE
.^r�}'.•'. EARTH
PIPE SACKFUL PER - +'
DRAWINGS AND ' �i HOOK R DOWN
SECTION 33 05 10 \. BARS INTO
REINFORCING
'.' r• / I MAT (TYPJ
PIPE EMBEDMENT f .
PER SECTION
3 DRAWINGS AND ... +, ( II :rn i . 3,,
SECTION 33 05 10
8 :iti�3"tG?:
BLOCKING SHALL
BE AGAINST
UNDISTURBED
EARTH
NOTES:
1. VER
ICAI
L TIE —DO PRESSUREIG VOLUMES SHOWN ARE BASED ON:
1.1.
1.2. 150 PCF CONCRETE DENSITY
1.3. A SAFETY FACTOR OF 1.5.
2. BAR QUANTITIES ARE BASED 0N:
2.1. 30 KSI /4 STEEL REINFORCEMENT BAR
2.2. A FACTOR OF SAFETY OF 1.5
2.3. "L' SHALL BE A MINIMUM OF 18'.
3 LE
WHEE
THEE CONDITIONS DO N NOT MEET ATHE ABOVE ASSUMPTIONRATE VERTICAL S.
R
4. VVEERTICOALU111E—DOWN BLOCKING FORPALL P PES.RTHIS ITEM SHALLBBEMCONSIDERED
SUBSIDIARY TO THE VARIOUS ITEMS BID.
5. ALL MJ FITTINGS SHALL BE ADDITIONALLY RESTRAINED WITH RETAINER GLANDS.
6. VDTHS. LENGTHS OLUMES MUST BE AND
T DEPTHS
MA
VARY BUT SATISFACTION OF ABOVE MINIMUM
V7. KEEP CONCRETE CLEAR OF PIPE JOINTS AND BOLTS.
8 VERER¶CAL 11EFIC DOCH BLOCKING
AND SHORNUNESON T16 O AND
L RGER SHALL BE DESIGNED FOR
9 AALL DUCTILE
PLACING OFBLOCKING. TINGSALL BE WRAPPED IN POLYETHYLENE ENCASEMENT
R TO
CITY OF FORT WORTH, TEXAS
VERTICAL TIE -DOWN BLOCKING
EXISTING SERV
TO HOUSE RORATE BUILDINGCE
NOTES:
i CONTRACTOR
SHAU_ BE PROTECTIVEREQUIRED COVER
WITH GUARD
METERVAULT
2. METER SHALL BE REMOVED BY THE
CONTRACTOR. CONNECHALLEBE MADE BY
ROM S
TOE
CONTRACTOR.
CITY OF FORT WORTH, TEXAS
TEMPORARY SERVICE CONNECTION
CITY OF FORT WORTH, TEXAS
INTERSECTION & DRIVEWAY APPROACH
CROSSING FOR TEMPORARY WATER SERVICE
REVISED: OB-31-2012
33 04 30-D134
EMBEDMENT AROUND
ENTIRETY OF WYE PER
SECTION 33 05 10
RETAINER
GLANDS
(TYP.)
3' MIN. BELOW + a'
FINISHED GRADE
EMBEDMENT AROUND
ENTIRETY OF WYE PER
SECTION 33 05 10
RETAINER
GLAND
NOTES:
1. WYES SHALL ONLY BE LOCATED
WHERE INDICATED ON THE DRAWINGS.
2. ALL PIPING 12" AND SMALLER
SHALL BERDUCT1LE IRON OR PVC.
UPON yCOMPLETION OF
CLEANING, REMOVE
SRESTRAINED POOL PIECE
AND PROVIDE MJ PLUG
PER SECTION 33 04 40.
+i .t a k k iti
+ 4 4 4i MIN.#
+ i +
I- + J +
a3' MIN. BELOW
' FINISHED GRADE +
4 # J
UPON COMPLETION OF
i. CLEANING, REMOVE SPOOL
PIECE AND PROVIDE
*RESTRAINED MJ PLUG PER
* * SECTION 33 04 40.
RESTRAINED
MJ PLUG
CITY OF FORT WORTH, TEXAS
STANDARD NING WYE FOR WATER
DISTRIBUTION PIPE 12" AND SMALLER)
REVISED: 08-31-2012
33 04 40-D135
MJ ANCHOR TEE OR MJ TEE
BRANCHCOUPLING
ON 0%GRADE w/
ANCHOR
12" AND SMALLER
MJxMJ RESTRAINED
GATE VALVE PER 33
12 20-D126
90' MJ BEND,
ROTATE AS RETAINER
NECESSARY GLAND
12" AND SMALLER
RING CONNECTION
RETAINER n GLAN
GLAND G AN
12" AND SMALLER MJxMJ
RESTRAINEDPER 33 12 20-D126
MJ SOLID I: .4
SLEEVE t_"1
45' MJ
BEND
MJ ANCHOR TEE OR
MJ TEE WITH ANCHOR
COUPHNG w/ BRANCH
ON 0% GRADE
RETAINER GLAND
ANCHOR
MJ ANCHOR TEE
OR MJ TEE PATH
ANCHOR COUPLING
w/ BRANCH ON 0%
GRADE
12" AND SMALLER
MJXMJ RESTRAINED
GATE VALVE PER 33
12 20-D126
NOTES: 132.
1 ASONECE NECESSARY OR REQUIRED PER 33011100 D1030/D131/p BLOCKING
2 DUCTILEALL ALL BE
PIPING
ANDNRESTRMNED WITH RETAINER GLANDS ANDS
AS SHOWN.
3 ON
PAND SMALLER VE , REGARDLESSnOF^SIZFEOF EITHERTMAIN.NSIZEOF
PIPINGNAND CALVES,
RING CONNECTIONS SHALL BE AS INDICATED ON ONE DRAWINGS.
4. TTFEISGDETAIL REEPRESENTS{ THE GENERAL ALL BE AS DINIENTT FOR ASSEMBLICATED ON THE Y.
5. A R SECTION LL DUCTILE IRON
33 1 NF1TRNGS SHALL BE ENCASED IN POLYETHYLENE
CITY OF FORT WORTH, TEXAS
12" AND SMALLER RING CONNECTION
CITY OF FORT WORTH, TEXAS
EMBEDMENT FOR SANITARY SEWER
ALL SIZES
BACKFILL AND
SURFACE REPAIR TO
MATCH SEWER MAIN
TRENCH GEOTEXTILE
FABRIC
CRUSHED ROCK
PER SECTION
33 05 10
CITY OF FORT WORTH, TEXAS
EMBEDMENT FOR SANITARY SEWER
SERVICES
WM
OM oz
40
zOfk
58 ^
7• {\/
/ G;{\
j° z/
\ \
\�
mw
wm
re
wm
a on
- $ -00
flF mt
«z /}� »
0
RA
GROUTED
DROP
THROUGH
PER SECTION
03 30 00
_E% I.D.
#3 DOWEL CENTERED
BETWEEN BENCH
AND DROP THROUGH
B"-12"
RADIUS
(TYP.)
NOTES:
1. DROP THROUGH SHALL BE POURED
MONOLITHICALLY YATH
BENCH. OR
DOWELED ANDCGROUTED O
PRE -CAST BENCH.
2. ND
INTO II THROUGHROP - NE TROUGH XT4ETHE
INNER DIAMETER OF LATERAL.
3. WHERE LATERAL FLOW -LINE TO
MAIN FLOW -LINE IS GREATER THAN
24" AN EXTERNAL DROP SHALL BE
REQUIRED PER 33 39 10/20-D209
4 FROMHFLOW-LINE TALL BE NO O 24"RE THAN
FLOW-UNE
"Y" SHALL BE THE GREATER OF
HALF OF "X" OR 6".
PRE -CAST OR
CAST -IN -PLACE
MANHOLE PER 33
39 10/20-0200
CITY OF FORT WORTH, TEXAS
HYDRAULIC SLIDE
PRE -CAST OR
CAST -IN -PLACE
MANHOLE PER 33
39 10/20-0206
PROVIDE 3% DEP
DEPTH INVERT FO
ALL STANDARD
MANHOLES
NOTES:
AS
1 MANHINOLE
TOP
SHALL
BE PER
MANHOLE LID ASSEMBLY DETAILS
INDICATED
2. FOR CAST -IN -PLACE MANHOLES, CURE FOR THREE DAYS BEFORE
BACKRWNG AROUND STRUCTURE
3. IF SOIL CONDITIONS OR GROUND WAlER PREVENT USE OF AGGREGAE BASE A 2-INCH SLAB MAY E SUBSTINTED.RSE
4. CAS -IN -PLACE CONCRETE SHALL E
N
5. PRE-BPER
CAST JOINTS SHALL CONFORMTOASTMEC47718. 03 30 00.
GS,
6. BE USED ORR21"EAND I SMALLER SANITARY S4EWERLINES NSHALLHOLES
AND 5'0
MANHOLES SHALL BE USED 24" UP TO 36" SANITARY SEWER LINES.
E-C S
ACCEPTABLE ?';
BACKFILL AROUND + + + + + +
MANHOLE (TYP) PER'+++++++++}++
SECTION 33 05 +0.+;++++++++++
+ + + + + # + +
+ + + + + + + +
+ + + + + + + +
+ # + + + + + +
+ + + + + + + +
+ + + + + + + +
+ + + + + + + +
+ + + + +• + + +
+ + + + } + +
+ t + + + + + +
+ + + + + + + '
+ + + + + + + +
+ + + + + +
• + + + + + + +
+ + + + + + 4
+ + + + + + + +
+ + + + + + +
+ + + + + + +
+ +
4+ i t i 4+
++++++;+;+++++i
+ + + + + + +
4
EMBEDMENT SHALL BE,
SAME AS MAIN (TIP.) + + + +
PER SECTION 33 05 10'+
ADJUST GROUT INVERT
W/OFFSET TO
OWUNEAS NEEDED 6
MIN.
CRUSHED ROCK BELOW
MANHOLE BASE (TYP.)
PER SECTION 33 05 10
RUBBER GASKETS
AT ALL PRECAST
JOINTS
5" MIN. FOR 4'0
6" MIN. FOR 5'0
7" MIN. FOR 6'0
FRAME AND AS INDICATED ON
R
THE DRAWINGS
4', 5' OR 6' 0
AS INDICATED IN
THE DRAWINGS
APPLY INTERIOR
CORROSION
PROECTION IF
REQ'D (TYP.) PER
1 SECTION 33 39 60
SLOPE BENCH I
TOWARDS
DOWNSTREAM
DIRECTION 1
GROUT
AROUND
PIPE
PENETRATION
CITY OF FORT WORTH, TEXAS
STANDARD MANHOLE
+MANHOLE LIO
r +ASSEMBLY, SEE
+NOE 1
+ + +
+ + +
+ + +
+ + + + +
PROVIDE EXTERNAL+COATING IN
+ +ACCORDANCE WITH
+ ASTM D4258 AND
++++ D4259
+ + + + +
+ + + +
+ + + + +
+++++ +
+*++
NOTES:
1. MANHOLE ASSEMBLY TDETAILS LAS NDICATEDNNL BE PER OID
THE
DRAWINGS.
2. CLSM OR CSS BACKFILL AROUND DROP PIPING
3. SHALL BE A
SHALL MINIMUM
BE PLACED, IN ALL DIRECTIONS.
ON TEE.
r + + + ++*+T+•+
CRUSHED ROCK + + +
EMBEDMENT PER + + + +
+SECTION 33 05 *0 +++++++
• e►� vvVvvvvvv
•vvvvvvv
-�^
.��I11144ovvvvvv
a . 41I.
SWEEP TEE
swage: vvv
vv
easeattillek
o z EXCAVATION
MMITS
a14
CLSM OR CSS
DROP PIPE
EMBEDMENT
PER SECTION
33 05 10
VVVVV
VVVV
vvvvv
VVVV
floc'
vovv
vvvo
VVVV
VVVV
VVVV
VVVV
vvvo
VVVV
VVVV
vVV•
vvvo
VVVV
VVVV
vvvvv
VVV
Vvv•
VVV
VVV•
VVV
VVV
VVV
VVV
VVV
VVV
VVV
VVV
vvv
VVV
vVV
VV
ALL DROP MANHOLES
SHALL REQUIRE INTERIOR
CORROSION PROTECTION
PER SECTION 33 39 60
GROUT FLOW
TODIRECT
CITY OF FORT WORTH, TEXAS
STANDARD 4' DIAMETER DROP MANHOLE
+ + + +
STANDARD
MANHOLE PER 33
+ 39 10/20-D208
+ + + + +
+ + + +
+ + + + +
BACKFILL SAME AS SANITARY SEWER
M RN SAS ECTION A300I OT HE DRAWINGS•
P
NOTE:
1. USE THIS SERVICE ONLY
CIN OFRFORT WOR MMSKM FROM THE
CLEANOUT W/LID AND
CONCRETE COLLAR MUST BE
OR OUTSIDEPLETELY OF SIIDEWALKE
CITY OF FORT WORTH, TEXAS
DEEP SANITARY SEWER SERVICE
WATERTIGHT ADAPTOR
PVC TO PVC FOR PVC
PIPE. CLAY TO PVC
FOR CLAY PIPE
DUCTILE IRON
FRAME & COVER
PER MRECOMMENDATIONS
EQUAL TO \
PIPE BEDDING
UNDISTURBED
SOIL
CUTS AS
REQUIRED FOR 6,
8, 10, 12 INCH
PIPE ALONG
CUTTING GROOVE
NOTES:
1. GRADE RINGS SHALL NOT BE ALLOWED.
2 BWASTEWATER E ALLOWED ON UNIMPROVED ONLYESS CHAMBERS SHALL
UNIMPROVED SURFACES.
/�l///�
`4i4://1'F.�'\i��'.'p.y:jILNAjY1WER40S \`
\ij4\\\!�t�O/!//
\•'i4�:ram��'/G
`<7ef..'r.4\��NA
w/r U.,.:4:: ,,: s{ `?`;r"Mi tt: i?\\//q//�
�\G��O/�ii1 j ,� k a` ?e^ +L'a.F + ! •pi/4
�ii�ii�i , t �: "ate f ' ,. R eA4,i�/
4�yJiii://
\'\//�/ jtilt/1 A.`.L'e f7FvA F Y�j�/ii i;n6a 4+i'f+�xii.� y''tik \Ii\
rj///// � 4 \�>\\\\
CLEARANCE:
4' MIN. B" MAX.
WATERTIGHT
PLUG
BACKFILL SHALL
BE SAME AS
SANITARY
SEWER MAIN AS
INDICATED ON
THE DRAWING
PER SECTION
33 05 10
HIGH DENSITY
POLYETHELENE
ACCESS FITTING
CRUSHED ROCK
PER SECTION
33 05 10
CITY OF FORT WORTH, TEXAS
WASTEWATER ACCESS CHAMBER
STANDARD DETAILS
(Traffic Control, & Paving Details)
NOTES TO DESIGNER:
1. FILL IN BLANKS AND/ OR VERIFY ALL TEXTS IN BLUE.
j5 x 18" DEFORMED BARS
DOWELED AND EPDXYED INTO
EXISTING PAVEMENT 0 XX" 0.C.
S1UC0NE JOINT SEALANTN
PER 32 13 13-D518
PROPOSED SUBGRAOE PER
TYPICAL ROADWAY SECTION
CITY OF FORT WORTH, TEXAS
CONSTRUCTION JOINT (BETWEEN
EXISTING AND PROPOSED PAVEMENT)
NOTES TO DESIGNER:
1. FILL IN BLANKS AND/ OR VERIFY ALL TEXTS IN BLUE.
CONSTRUCTION JOINT WITH
SIUCONE JOINT SEALANT
PER 32 13 13-0518
CONSTRUCTION JOINT WITH
SIUCONE JOINT SEALANT
PER 32 13 13-0518
LAP BARS
FROM FIRST POUR
A MINIMUM OF
40 BAR DIAMETERS
CITY OF FORT WORTH, TEXAS
CONSTRUCTION JOINT
PROPOSED SUBGRADE
PER TYPICAL
ROADWAY SECTION
PROPOSED SUBGRADE
PER TYPICAL ROADWAY
SECTION
NOTES TO DESIGNER:
I. FILL IN BLANKS AND/ OR VERIFY ALL TEXTS IN BLUE.
EXPANSION JOINT, FORMED GROOVE
ROUNDED TO WITH
SILICONE JOWT4'SEALLERSAND
REDWOOD 13 JOINT FILLER
PER 32 13JTSEAL
DOWEL SLEEVE OR
CAP TO FIT DOWEL
AND BE SECURED
PROPOSED
SUBGRADE PER
TYPICAL ROADWAY
SECTION
NOTES TO DESIGNER:
1. ALL IN BLANKS AND/ OR VERIFY ALL TEXTS IN BLUE.
fgx x 20'. SMOOTH
DOWEL ® XX' 0.C.
INTO EXISTING
PAVEMENT
EXISTING CONCRETE
PAVEMENT
EXISTING
SUBGRADE
-EXPANSION JOINT VATH
DOWEL SUPPORT BASKETT
PER 32 13 13-D517
1Yi MIN.
CLEARANCE
SLEEVE OR CAP
TO FIT DOWEL AND BE
SECURED
BAR STOP
//XX BARS 0 XX"
0.C.B.W.
PROPOSED PAVEMENT
PER SECTION 32 13 13
CITY OF FORT WORTH, TEXAS
EXPANSION CONSTRUCTION JOINT
(BETWEEN EXIST AND PROP PAVEMENT)
PROPOSED
SUBGRADE
PER TYPICAL
ROADWAY
SECTION
REVISED: 08-31-2012
3213 13-D514
NOTES TO DESIGNER:
1. FILL IN BLANKS AND/ OR VERIFY ALL TEXTS IN BLUE.
9XX BARS 0 XX'
O.C.B.W.
II III=III=
DOWEL SUPPORT
OR BASKET
FORT WORTH
SAD DUMMY JNT W IUCONE JOINT SEALANT i
PER 32 13 13-0518
CITY OF FORT WORTH, TEXAS
CONTRACTION JOINT
PROPOSED SUBORADE
PER TYPICAL
ROADWAY SECTION
REVISED: 08-31-2012
32 1313-D515
NOTES TO DESIGNER:
1. FILL IN BLANKS AND/ OR VERIFY ALL TEXTS IN BLUE.
SAWED DUMMY JOINT IM
SILICONE JOINT SEALANT 1
PER 32 13 13-0518
CITY OF FORT WORTH, TEXAS
SAWED DUMMY JOINT
PROPOSED SUBGRADE
PER TYPICAL
ROADWAY SECTION
V DIA. CLOSED CELL
EXPANDED
poLYFTtlYLENE FOAM
BACKER ROD
CITY 0FFORT WORTH, TEXAS
NOTES ToocuGNM
1. FILL IN BLANKS AND/ OR VERIFY ALL TEXTS IN BLUE.
CITY 0FFORT WORT H.TEXAS
Z
F-
ro
K
0Q �z
4W Q
00
j0 0
4
0 r
Z
0> O
W
K< 5
OF
K <
N
<0 w
yl W
Z 1'
d- N
<0 2
ce
U� fU
NOTES TO DESIGNER:
1. DETAIL DEFINES PAY UMITS OF HMAC TRANSITION SUBSIDIARY TO THE CONCRETE VALLEY GUTTER CONSTRUCTION.
24' HMAC
TRANSITION
/PER SECTION
32 12 16
NOTES:
1. THE 7' REINFORCED CONCRETE VALLEY SHALL REPLACE THE TOP 7" OF THE PAVEMENT WITH THE REMAINING
PAVEMENT TO BE CONSTRUCTED INCLUDING SUBGRADE TREATMENT, IN ACCORDANCEWITH THE TYPICAL
PORTION OF
PORING SOFT
2. 6' FLEX BASE, TYPE A. GR-I OR MATCH THE PREPARED SUBGRADE REQUIREMENTS FOR THE PAVEMENT SECTION.
TYPE 0 OR TYPE B ASPHALT OR PREPARED SUBGRADE MAY BE USED.
3. PAY LIMITS FROM EXPANSION JOINT TO EXPANSION JOINT.HMAC
4. TRANSITION BHMAC TRANSITIONEYOND TFIESE UMTSSU UNDER S BSIDIARY PARATE PAY ITEM FOR HMAC TRANSITION PER SEC11ONTO CONCRETE VALLEY GUTTER. CITY MAY APPRVEi TI32N12 16.
5. GUTTER TO BE SHAPED TO CONFORM VAIN CONCRETE VALLEY (OR PAVEMENT).
CITY OF FORT WORTH, TEXAS
CONCRETE VALLEY GUTTER
iliiiiiiiiiii
MEM
MUM
FM=
HIMESIE
MEM
REVISED: 08-31-2012
34 71 13-D661
kV
CITY OF FORT
TRANSPORT AT:ON
AND
PUBUC WORKS
ONE LAN
TOAD
ANEAO
Flogger
2 Flaggers required whenever
opposing trof fic required
to use some lane.
Flogger s shall be in constant
radio contact..
No cony e ating around
flogger stations.
Flogger stations- must he
lighted at night.
-74
a
sik
ill 00
a
la
0
0
0
00
V-
<
°
l•
o
nog 16:41.ired On
o Coltec /Residenvoi
\,,\, 0
—crc,
! eats Adaitiona,Fiaggors
• May 13a equir ed Daperiainci 2n
;t:10 Condhtions
rhis plon is submitted f or I CP. co( tly this tycri. !)O Nto d locatia-tts).
ond that all channel:zing devices cop. forin to ' Clenerd Notes" sadvin an the hack.
Signature: Date:
TINOmeNskeaomanasataramenottaep..61svion.rodat.aamasmna. lamenm4SaaraeoravaomnoientwaSamm.....•••••••••••••
TYPIC Al.. [WO 'IV AY ST E 7
ANL Cij)SRE
Note:
Sp . reverse S Se_ ftr ccfleroi Notes OM Dey1C:C Sp9C,,n0
") 21"
CITY OF FORT WORTH, TEXAS
EMBEDMENT FOR RCP
Z STORM SEWER
GC-4.02
Subsurface and Physical Conditions
GEOTECHNICAL EXPLORATION
on
M-210 SANITARY SEWER RELOCATION
Off Colonial Parkway at S. University Drive
Fort Worth, Texas
ADDULA Report No.11110005
Prepared for:
RJN GROUP, INC.
4100 International Plaza
Overton Center Tower II, Suite 460
Fort Worth, Texas 75204
Attention: Mr. Chris Brooks
January 27, 2011
Prepared By:
ADDULA CONSULTING ENGINEERS
2209 Wisconsin Street, Suite 300
Dallas, Texas 75229
DDULA CONSULTING
ENGINEER 8
RJN Group, Inc.
4100 International Plaza
Overton Center Tower II, Suite 460
Fort Worth, Texas 76109
Attention: Mr. Chris Brooks
Geotechnical
Construction Materials
Environmental
2209 Wisconsin Street
Suite 300
Dallas. Texas 75229
January 27, 2011
Tel: 972.388.1640
Fax: 972.388.1649
nt;i.addula.cont
Re: Geotechnical Exploration
M-210 Sanitary Sewer Relocation
Off Colonial Parkway at S. University Drive
Fort Worth, Texas
ADDULA Report No. HI 10005
ject
er
Attached is the report of the geotechnical exploration
performed
performed for in acpthe r dance ffe a ed
he
above. This study was authorized on January
Subconsultant Agreement ]made between RJN Group, Inc. and Addula Consulting Engineers,
LLC. dated January 6,
This report
contains results
andlaboratory esthreutsdls
g
torre at on ofthesewith respect to available projecteharacteriisti testing
Te results
an ys
were used to develop recommendations to aid design and construction of new sewer lines.
ADDULA CONSULTING ENGINEERS, LLC appreciates the opportunity to be of service on
this project. If we can be of further assistance, such as providing materials testing services
during construction, please contact our office.
Sincerely,
Addula Consulting Engineers, LLC
TgpF irm No. 11220
L HILIH, JimL. Hillhouse, P.E.
'Pin �
44592 �; f' :lice President
Sisto`51SRw
HAR/po
Copies: (2) Client
Harsha Addula, MSCE
President
TABLE OF CONTENTS
On
ADDULA PROJECT NO.1T110005
1
1.0 PURPOSE AND SCOPE
2.0 PROJECT CHARACTERISTICS
2
3.0 FIELD EXPLORATION
2
4.0 LABORATORY TESTS
5.0 GENERAL SUBSURFACE CONDITIONS
2
6.0 DESIGN RECOMMENDATIONS 3
3
6.1 Excavation for Sewer Line 4
6.2 Groundwater 4
6.3 Pipe Bedding and Trench Backfill 6
6.4 Vault and Thrust Restraint 6
6.5 Drainage
7.0 GENERAL CONSTRUCTION PROCEDURES AND RECOMMENDATIONS 7
7
7.1 Site Preparation and Excavation 8
7.2 Fill Compaction
9
8.0 LIMITATIONS
APPENDIX
A-1 Methods of Field Exploration
Boring Location Plan — Figure 1
Apparent Earth Pressure Envelope for Braced Excavations in Sand — Figure 2
Apparent Earth Pressure Envelope for Braced Excavations in Clayey Soils — Figure 3
B-1 Methods of Laboratory Testing
Log of Boring Sheets
Key to Soil Symbols and Classifications
ADDULA Report No. H110005
1.0 PURPOSE AND SCOPE
The purpose of this geotechnical exploration is to evaluate some of the physical and engineering
properties of subsurface materials at the subject site with respect to formulation of appropriate
geotechnical design parameters for the proposed construction. The field exploration was
accomplished by securing subsurface samples from widely spaced test borings performed along a
portion of the sewer alignment. Engineering analyses were performed from results of the field
exploration and results of laboratory tests performed on representative samples.
Also included are general comments pertaining to reasonably anticipated construction problems
and recommendations conceming earthwork and quality control testing during construction.
This information can be used to evaluate subsurface conditions and to aid in ascertaining
construction meets project specifications.
Recommendations provided in this report were developed from information obtained in test
borings depicting subsurface conditions only at the specific boring locations and at the particular
time designated on the logs. Subsurface conditions at other locations may differ from those
observed at the boring locations. The scope of work may not fully define the variability of
subsurface materials that is present on the site.
The nature and extent of variations between borings may not become evident until construction.
If significant variations then appear evident, our office should be contacted to re-evaluate our
recommendations after performing on -site observations and possibly other tests.
2.0 PROJECT CHARACTERISTICS
It is proposed to install a sewer line as part of the M-210 Sanitary Sewer Relocation project in
Fort Worth, Texas. The current study area for this geotechnical investigation includes the west
side of S. University Drive between Riverfront Drive and Colonial Parkway extending west
through the existing park to Rogers Avenue. In addition, the proposed sanitary sewer will cross
under the existing Clear Fork Trinity River. A site plan illustrating the current study area of the
sewer alignment is provided as Figure 1, the Boring Location Plan, in the Appendix of this
report.
Based on the plans prepared by RJN Group, Inc. (Ref: Part I Main "A" Sheet No. 4 and 5
dated December 2010), the proposed 42 inch sanitary sewer line will be installed from Station
No. 0+00 to Station No. 1+00 and from Station No. 6+25 to Station No. 17+00 at depths varying
from about 9 to 16 ft below existing grade. Inverted dual siphons measuring 16 inches and
30 inches will be installed below the bottom of the existing Clear Fork Trinity River between
Station No. 1+00 and Station No. 6+25. Current referenced plans indicate the bottom of the
siphons across the river will vary from Elevation 520.50 to 520.31.
Geotechnical exploration for the remainder of the M-210 Sanitary Sewer Relocation, from the
intersection of Rogers Avenue and Colonial Parkway and extending along Colonial Parkway
and Mockingbird Lane to Hartwood Drive, will be performed at a later date.
ADDULA Report No. HI 10005
3.0 FIELD EXPLORATION
Subsurface conditions along this segment of the proposed sewer line were explored by drilling a
total of five (5) test borings in general accordance with ASTM D 420 to a depth of up to 45 ft
using standard rotary drilling equipment. Borings 1 and 2 were drilled on either side of' the
existing Clear Fork Trinity River to a depth of about 45 ft. Borings 3, 4 and 5 were drilled along
the proposed sewer alignment to depths of about 17 to 20 ft below existing grade. Borings 1 and
2 were advanced to the top of limestone and wet rotary drilling techniques were used to
continuously core the limestone using double tube barrels and appropriate bits. The approximate
locations of each test boring are shown on the Boring Location Plan, Figure 1, enclosed in the
Appendix of this report. Details of drilling and sampling operations are briefly summarized in
Methods of Field Exploration, Section A-1 of the Appendix.
Subsurface types encountered during the field exploration are presented on Log of Boring sheets
included in the Appendix of this report. The boring logs contain our Field Technician's and
Engineer's interpretation of conditions believed to exist between actual samples retrieved.
Therefore, these boring logs contain both factual and interpretive information. Lines delineating
subsurface strata on the boring logs are approximate and the actual transition between strata may
be gradual.
4.0 LABORATORY TESTS
Selected samples of the subsurface materials were tested in the laboratory to evaluate their
engineering properties as a basis in providing reconunendations for trench excavations and
earthwork construction. A brief description of testing procedures used in the laboratory can be
found in Methods of Laboratory Testing, Section B-1 of the Appendix. Individual test results are
presented either on the Log of Boring sheets or on summary data sheets also enclosed in the
Appendix.
5.0 GENERAL SUBSURFACE CONDITIONS
Cohesive soils (clay (CH) and/or sandy clay (CL) soils) and/or granular soils [clayey sand (SC)
and/or sand (SP)) were encountered to depths of 17 to 27 ft below the existing ground surface.
These materials extended to the termination depths of Borings 1, 2, and 3 (17 to 20 ft), and to the
top of limestone at Borings 1 and 2. Tan limestone was generally encountered in Borings 1 and 2
at depths of about 24 ft and 26 ft, respectively while gray limestone with shale seams was
encountered in Borings 1 and 2 at depths of' about 26 ft and 28 ft, respectively below existing
grade and extended to the boring termination depth of about 45 ft. The letters in parenthesis
represent the soils' classification according to e Unified Soil Classification System (ASTM D
2488).
The sand and clayey sand encountered in the borings is relatively permeable and is expected to a
have a more rapid response to water movement. However, the clayey soils and limestone are
relatively impermeable and are anticipated to have a slow response to water movement.
Therefore, several days of observation will be required to evaluate actual groundwater levels
within the depths explored. Also, the groundwater level at the site is anticipated to fluctuate
Ts.
ADDULA Report No. H110005
seasonally depending on the amount of rainfall, water levels in the Clear Fork Trinity River,
prevailing weather conditions and subsurface drainage characteristics.
grade. Wash rotary
drillingDuring field explorations, free groundwater was encountered on drilling tools in Borings 1 and
at depths of about 23 ft and 18 ft, respectively as measured from existing shrotary
siw techniquesle eadings immediatelyd to aupoce nco compleorings 1 tion of thesed 2 rthe rock was borings are not applicable.aeand
thus Free
water 4 and 5. It is common to detect seasonal
groundwater was not encountered in Borings 3,
soilho k groundwater st n) interface or from fracttural fractures urens in the rock, particularly during e clayey matrix or in the or fter periods of'
precipitation.
precipitation• If more detailed groundwater information is required, monitoring wells or
piezometers can be installed.
Further details concerning subsurface materials and conditions
encountered can be obtained from
the Log of Boring sheets provided in the Appendix
ot.
6.0 DESIGN RECOMMENDATIONS p previously
The following design recommendations were developed on the basis of the p Y
If project
cProject riteria should changesous office shouldn 2.0) o condGeneuct a nel vi w to determine if surface Conditions modificatio s
If project
to the recommendations are required. Further, it is recommended our office be provided with a
copy of the final plans and specifications for review prior to construction.
Subsurface conditions at the borings generally consisted of cohesive and granular soils, overlying
hard limestone rock at the deeper borings. Groundwater was also encountered in Borings 1 and
in-placethis
these
project. T
2.
We anticipate
contractor should have encountered
have an excavation and groundwater control pplanpinngg prioroi to
beginning work at this site. A contractor experienced in this area should be selected for
r t for excavation theion of planned
ooof groundwater sewer line ainverted siphon nd
presented below.
Detailed
recommendations
6.1 Excavation for Sewer Line
Considering the plans referenced in Section 2.0, the proposed 42 inch sanitary sewer
line from Station No. 0+00 to Station No. 1+00 and from Station No. 6+25 to Station
n
e
No. 17+00 is planned at depths up to about 16 ft below existing grade. The bottom of to
inverted dual siphons between Station No. 1+00 and Station No. 6+25 is planned at a
depth of about 41 ft as measured from the river banks.
Results of test borings indicate clayey soils, granular soils and limestone will be
was eand grand at
encountered within the depth of the sewer line excavations. The clayey soils and granular
soils contain numerous planes of weakness. In addition, groundwater
Borings 1 and ran granular
the
a rixanisciknown to bd e unstable hon unless cut atllation h. Locally, this
reasonably flat
cohesivelope,and g mayalso be required in the vicinity of Borings 1 and 2
slopes, and dewatering
3
ADDULA Report No. H110005
(see Section 6.2 below). Sudden and un-forewarned collapse of even shallow trenches
(i.e. less than 5 ft) can occur unless trench walls are cut at safe slopes. All excavations
should be braced, shielded, or cut at stable slopes in accordance with Occupational Safety
and Health Administration (OSHA) requirements. Excavations greater than 20 ft deep
must be designed by a licensed engineer experienced in that type of work.
No unusual problems are anticipated in excavating the stiff to hard clayey and sandy type
soils where groundwater is not encountered or where it is controlled. Limestone was
encountered in Borings 1 and 2 at depth of about 24 ft and 26
ft, respe,to the boring termination depth of about 45 ft as measured from exipengvrad grade.
Based
on
the subsurface conditions encountered at Borings 1 and 2, we anticipate limestone will be
encountered during excavations for installation of the inverted
siphon. From our
experience, the tan limestone and especially the gray limestone are generally harder with
depth and the difficulty in excavation will increase with depth. Rock excavation methods
(including, but not limited to rock teeth, rippers, jack hammers, or sawcutting) may be
required to remove limestone. The contractor selected should have experience with
will likely extend through the limestone.
excavation in this limestone. Micro tunneling or jack -and -bore operations under the river
Bracing elements used for temporary shoring should be designed based on lateral earth
pressures from an appropriate apparent earth pressure envelope. For braced excavations
up to about 30 ft deep, the apparent earth pressure envelopes for granular soils and
cohesive soils as shown on Figures 2 and 3, respectively, in the Appendix can be used.
Relatively softer clay soils were encountered below a depth of about 15 ft at some of the
boring locations. Where bracing systems terminate in soft clays, it may be necessary to
extend the bracing system deeper into more firm clays or to limestone, to prevent internal
heaving of the soft clay at the base of the excavation. Soil conditions at braced
excavations should be monitored to verify conditions are as anticipated.
6.2 Groundwater
Groundwater was encountered on drilling tools in Borings 1 and 2 at depths of about
23 ft and 18 ft, respectively as measured from existing grade. Because wash rotary
drilling techniques were used to advance Borings 1 and 2 after limestone rock was
encountered, water level readings immediately upon completion of these borings were not
measured. Free groundwater was not encountered in Borings 3, 4 and 5. From our
experience, other shallower groundwater could occur during excavation along the
proposed sewer alignment. The risk of encountering seepage increases with depth of
excavation, proximity to the existing Clear Fork Trinity River and during or after periods
of precipitation. Standard diversion methods and sump
adequate to control seepage on a local basis. However, supplemental d pumpingntadewatering may be
techniques will likely be required in some areas, especiallynear the
mental ClearFo
Trinity River and where granular soils are encountered. tpe Supplement&
Fork
measures could consist of submersible pumps in slotted casings,
well ppoints,dor other
methods. In any dewatering method, care must be taken to provide the t or other
around each dewatering well to prevent the migration of fines loss ground farorund
ADDULA Report No. H110005
the well. The need for these or other de -watering devices should be carefully addressed
during construction. Dewatering systems should be designed by a licensed professional
engineer experienced in that type of work.
The contractor should have an excavation and groundwater control plan in -place prior to
beginning work at this site. A contractor experienced in this area should be selected for
construction and installation of the planned sewer line and inverted siphon system.
6.3 Pi a Beddingand Treneh Backiil!
Pipe -bedding and pipe -zone materials consist of all of the materials surrounding the pipe
in the trench zone from six (6) inches below the pipe to twelve (12) inches above the pipe
(or as otherwise noted in design). This material must be compacted so that pipe walls are
well supported.
To provide uniform support of the sewer line, the sewer line should be bedded in
accordance with City of Fort Worth Standards. Bedding material should consist of
crushed stone meeting the gradation requirements of City of Fort Worth Standards.
In addition, a Supac heavy grade 8NP (UV) or equivalent filter fabric should be placed
above the crushed stone bedding and backfill material. Pipe bedding material should be
brought up evenly around the pipe in relatively Z horizontal
lifts
shovenot l, exvceeding
inches
and
worked under the haunches of the pipey g
r other
approved procedures.
Site clayey soils used as backfill within the trench excavations should be compacted
density
a minimum dry density of 95 percent of standard Proctor maximum dry
ent of the
yey
ent
sASTd1 D The cn mpacted moisture e of 0 to 3 percentage tp points boveaoptimurls during m. Clayey mate ials
edld be within the range
used as fill should be processed and the largest particle or clod should be less than
6 inches prior to compaction.
Non -plastic sand should be compacted to a dry density of at least 95 percent of standard
Proctor maximum dry density (ASTM D 698) and within the range of 2 percentage point
below to 2 percentage points above the material's optimum moisture content.
Fill/backfill placed below should be
compacted
least
percent of standard
Proctor maximum dry density (ASTMD-69)and wihin2pentage pointsof the
material's optimum moisture content.
Compaction should be accomplished by placing fill in about 8-inch thick loose lifts
and compacting each lift to at least the specified minimum dry density. Field density
on each lift. As a
backfmosture content illishould be tested sat al rate of one test per lift per each 200 lineal feet utilityide, trench
feet oftrench.
Settlement of backfill should be anticipated. Even though backfill is properly compacted
as recommended above, fills in excess of' about 8 to 10 ft are still subject to settlements
over time of about 1 to 2 percent of the total fill thickness. This level of settlement can
5
ADDULA Report No. HI 10005
be significant especially where relatively deep utilities are located beneath the streets.
Therefore, close coordination and monitoring should be performed during construction to
reduce the potential for future movement. This would include proper benching of backfill
into side excavations to limit the potential of differential movements across the trench
backfill and natural soils. Also, fills in excess of 10 ft deep should be compacted to a
minimum of 100 percent of the material's maximum standard Proctor dry density, as
described above.
6.4 Vault and Thrust Restraint
The subgrade soil are expected to provide adequate foundation support for vaults and
thrust blocks, provided the soil remains in a relatively undisturbed condition.
The net increase in bearing pressure below pipelines, junction boxes and manholes due
to the weight of the structures is generally negligible. Therefore, provided that the
pipeline/manhole/junction box is underlain by firm, undisturbed soil, the ground surface
over and adjacent to the pipe or manhole remains at about the same level prior to
construction, and no additional load from a new structure is placed over the pipeline or
manhole, we expect post -construction settlements of pipes and manholes to be negligible.
If the groundwater table is located above the crown of the pipeline and pipeline is not
full, the pipeline will be subjected to a buoyant force. The buoyant force will be resisted
by the weight of the pipe and the weight of the soil above the crown of the pipe.
Resistance to lateral forces at thrust blocks will be developed by friction along the base
of the thrust block and passive earth pressure acting on the vertical face of the block,
We recommend a coefficient of base friction of 0.3 along the bottom of the thrust block.
The available passive earth resistance on the vertical face of the thrust block may be
calculated using allowable passive earth pressures in the table below.
MATERIAL
Native Granular Material or
Granular Backfill
Native Clays (Clay and Sandy
Cla
Compacted Cla Fill
Limestone
ALLOWABLE PASSIVE
RESISTANCE
100 psf per ft of depth
500 psf (uniform)
250 . sf (uniform
2,500 .sf (uniform
Passive resistance should be neglected for any portion of the thrust block within 3 it
of the final site grade. The allowable passive resistance values for native clays and
limestone are based on the thrust block bearing directly against vertical, undisturbed cuts
in these materials.
ADDULA Report No. H 110005
6.5 Drainage
Adequate drainage should be provided to reduce seasonal variations in moisture content
of subgrade soils. Final grades within 5 fi of the pavement should be adjusted susfd to ope
e
away from the pavement at a minimum slope of 2 percent. Maintaining p
drainage throughout the life of the pavement is essential.
7.0 GENERAL CONSTRUCTION PROCEDURES AND RECOMMENDATIONS
Variations in subsurface conditions could be encountered during construction. To permit
correlation between test boring data and actual subsurface conditions encountered during
construction, it is recommended a registered Professional Engineering firm be retained to observe
construction procedures and materials.
Some construction problems, particularly degree or magnitude, cannot be anticipated until
the course of construction. The recommendations offered in the following paragraphs are
intended not to limit or preclude other conceivable solutions, but rather to provide our
observations based on our experience and understanding of the project characteristics and
subsurface conditions encountered in the borings.
7.1 Site Pre aration and Excavation
Limestone was encountered at depths of about 24 ft and 26 as measured from existing
grade at Borings 1 and 2. This material could be encountered at other locations and at
shallower depths during excavation for utilities at the site. From our experience, the
limestone is generally hard and the difficulty in excavation will increase with depth.
Rock excavation methods (including, but not limited to rock teeth, rippers, jack hammers,
or sawcutting) may be required to excavate through limestone. The contractor selected
should have experience with excavation in this limestone.
Following excavation and prior to installation of the utility lines, the exposed soil
subgrade should be carefully evaluated by probing and testing. Any undesirable material
(organic content, wet, soft, or loose soil) along the proposed utility alignment still in place
should be removed and replaced with well -compacted material as outlined in Section 6.3.
If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal
to one vertical (6:1), the fill materials should be benched into the existing slopes in such a
manner as to provide a minimum bench -key width of five (5) feet. This should provide a
good contact between the existing soils and new fill materials, reduce potential sliding
planes, and allow relatively horizontal lift placements.
Slope stability analysis of embankments (natural or constructed) was not within the scope
of this study.
7
ADDULA Report No. H110005
All excavations should be shored, braced or cut at stable slopes in accordance with
Occupational Safety and Health Administration (OSHA) requirements. The contractor
should provide an excavation safety plan to the Client.
Due to the nature of the clayey soils and granular soils found near the surface at the
borings, traffic of heavy equipment (including heavy compaction equipment) may create
pumping and general deterioration of shallow soils. Therefore, some construction
difficulties should be anticipated during periods when these soils are saturated.
7.2 FillFill Coian
The following recommendations pertain to fill placed outside the sewer line excavations
and for general site grading. Any fill placed in sewer line excavations should be placed
and compacted as described in Section 6.3 above.
Clayey sand and sandy clay materials with a plasticity index below 25 should be
compacted to a dry density of at least 95 percent of standard Proctor maximum dry
density (ASTM D 698) and within the range of 1 percentage point below to 3 percentage
points above the material's optimum moisture content.
Clay soils with a plasticity index equal to or greater than 25 should be compacted to a dry
density between 95 and 100 percent of standard Proctor maximum dry density
(ASTM D 698). The compacted moisture content of the clays during placement should
be within the range of 2 to 4 percentage points above optimum.
Clayey materials used as fill should be processed and the largest particle or clod should
be less than 6 inches prior to compaction.
Non -plastic sand should be compacted to a dry density of at least 95 percent of
standard Proctor maximum dry density (ASTM D 698) and within the range of
2 percentage point below to 2 percentage points above the material's optimum moisture
content.
Limestone or other rock -like materials used as fill should be compacted to at least
95 percent of standard Proctor maximum dry density, at a moisture content of
0 to 4 percentage points above optimum moisture. Individual rock pieces larger than
4 inches in dimension should not be used as fill. Limestone used as fill should
incorporate sufficient fines to prevent the presence of voids around larger diameter rock
pieces. A gradation of at least 40 percent passing a standard No. 4 sieve is recommended.
Crushing equipment will likely be required to process the limestone for use as compacted
fill
In cases where utility
be compacted to at
(ASTM D-698) and
content. The portion
outlined above.
lines are more than 10 ft deep, the fill/backfill below 10 ft should
least 100 percent of standard Proctor maximum dry density
within 2 percentage points of the material's optimum moisture
of the fill/backfill shallower than 10 ft should be compacted as
ADDULA Report No. I -I 110005
Compaction should be accomplished by placing fill in about 8-inch thick loose lifts
and compacting each lift to at least the specified minimum dry density. Field density
and moisture content tests should be performed on each lift. As a guide, one test per
2,000 sq ft per lift is recommended. Utility trench backfill should be tested at a rate of
one test per lift per each 200 lineal feet of trench.
8.0 LIMITATIONS
Professional services provided in this geotechnical exploration were performed, findings
obtained, and recommendations prepared in accordance with generally accepted geotechnical
engineering principles and practices. The scope of services provided herein does not include an
environmental assessment of the site or investigation for the presence or absence of hazardous
materials in the soil, surface water or groundwater.
ADDULA is not responsible for conclusions, opinions or recommendations made by others
based on this data. Information contained in this report is intended for exclusive use of the Client
(and their design representatives) and design of specific structures outlined in Section 2.0.
Recommendations presented in this report should not be used for design of any other structure
except that specifically described in this report. Further, subsurface conditions can change with
passage of time. Recommendations contained herein are not considered applicable for an
extended period of time after the completion date of this report. It is recommended our office be
contacted for a review of the contents of this report for construction commencing more than one
(1) year after completion of this report.
Recommendations provided in this report are based on our understanding of information
provided by the Client about characteristics of the project. If the Client notes any deviation from
the facts about project characteristics, our office should be contacted immediately since this may
materially alter the recommendations. Further, ADDULA is not responsible for damages
resulting from workmanship of designers or contractors and it is recommended the Owner retain
qualified personnel, such as a Geotechnical Engineering firm, to verify construction is performed
in accordance with plans and specifications.
9
APPENDIX
ADDULA Report No. HI 10005
A-1 METHODS OF FIELD EXPLORATION
Using standard rotary drilling equipment, a total of five (5) test borings were performed
for this geotechnical exploration at the approximate locations shown on the Boring Location
Plan, Figure 1. The test boring locations were staked by either pacing or taping and estimating
right angles from landmarks which could be identified in the field and as shown on the site plan
provided during this study. The location of test borings shown on the Boring Location Plan is
considered accurate only to the degree implied by the method used to locate the borings. The
surface elevations provided on the Logs of Boring were obtained by plotting the boring locations
on the referenced plans and interpolating the surface elevation. Surface elevations given on the
boring logs are approximate.
Relatively undisturbed samples of the cohesive subsurface materials were obtained by
hydraulically pressing 3-inch O.D. thin -wall sampling tubes into the underlying soils at selected
depths (ASTM D 1587). These samples were removed from the sampling tubes in the field and
examined visually. One representative portion of each sample was seated in a plastic bag for use
in future visual examinations and possible testing in the laboratory.
In addition, representative samples of granular and cohesive materials were obtained employing
split -spoon sampling procedures in general accordance with ASTM Standard D 1586. Disturbed
samples were obtained at selected depths in the borings by driving a standard 2-inch O.D.
split -spoon sampler 18 inches into the subsurface material using a 170-pound hammer falling
24 inches. The number of blows required to drive the split -spoon sampler the final 12 inches of
penetration (N-value) is recorded in the appropriate column on the Log of Boring sheets,
The Texas Cone Penetration (TCP) test was used to assess the apparent in -place strength
characteristics of' the rock type materials. The TCP test consists of a 3-inch diameter steel cone
driven by a 170-pound hammer dropped 24 inches (340 ft-pounds of energy) and is the basis for
TxDOT strength correlations. Depending on the resistance (strength) of the materials, either the
number of blows of the hammer required to provide 12 inches of penetration, or the inches of
penetration of the cone due to 100 blows of the hammer are recorded on the field logs and are
shown on the Log of Boring sheets as TCP (reference: TxDOT Test Method TEX 132-E).
In Borings 1 and 2, approximately 2-inch diameter core samples of the limestone were obtained
by using wet rock coring techniques to continuously core the material in about 5 ft intervals,
using double -tube barrels and appropriate bits (ASTM D 2113). Core recovery as a percentage
of each core run is shown on the Log of l3orings sheets.
Logs of all borings are included in the Appendix of this report. The logs show visual
descriptions of subsurface strata encountered using the Unified Soil Classification System.
Sampling information, pertinent field data, and field observations are also included. Samples not
consumed by testing will be retained in our laboratory for at least 30 days and then discarded
unless the Client requests otherwise.
Bore Location #4
Depth=17VF
Geotechnical Exploration
M-210 Sanitary Sewer Relocation
Off Colonial Pkwy. at S. University Dr.
Fort Worth, Texas
ADDULA Project No. H 110005
January 27,2011
Bore Location #1
Depth = 45 V F
COLONIAL PKWY
Bore Location #5
Depth =17VF.
ADDULA CONSULTING
I M a t N E E B E
Boring Location Plan
Figure l
Geotechnical Exploration
M-210 Sanitary Sewer Relocation
Off Colonial Pkwy. at S. University Dr.
Fort Worth, Texas
ADDULA Project No. H 110005
January 27, 2011
Apparent Earth Pressure
Envelope for Braced
Excavations in Sand
Figure 2
11
Geotechnical Exploration
M-210 Sanitary Sewer Relocation
Off Colonial Pkwy. at S. University Dr.
Fort Worth, Texas
ADDULA Project No. HI 10005
January 27, 2011
CLAY
y =125 pcf
ADOUIA CONSULTING
L$ G 1$ L 1 N s
Apparent Earth Pressure
Envelope for Braced
Excavations in clayey soils
Figure 3
ADDULA Report No. H110005
vs.
13-1 METHODS OF LABORATORY TESTING
Representative samples were examined and classified by a qualified member of the Geotechnical
Division and the boring logs were edited as necessary. To aid in classifying the subsurface
materials and to determine the general engineering characteristics, natural moisture content tests
(ASTM D 2216), Atterberg-limit tests (ASTM D 4318) and dry unit weight determinations are
performed on selected samples. In addition, unconfined compression (ASTM D 2166) and
pocket -penetrometer tests were conducted on selected soil samples to evaluate shear strength.
Representative rock core specimens were tested for unconfined compression strength in general
accordance with ASTM D 7012. Rock Quality Designation of rock core recoveries was
determined in general accordance with ASTM D 6032. Results of all laboratory tests described
above are provided on either the accompanying Log of Boring sheets or on summary data sheets
as noted.
ADDULA
Client:
Project:
Start
Drilling
`
CONSULTING
ENGINEERS
RJN GROUP, INC.
2209 Wisconsin Street
Sui/es is
Dallas. Texas 75229
Pho: 972-620-1640
Fay: r� 972-620-1649
wintaddida.co"'
LOG
PROJECT
Location:
OF
Elevation:
BORING
NO.:
FORT
NO.:
Sheet
H110005
1
1 or 1
WORTH, TEXAS
561
M-210 SANITARY SEWER RELOCATION Surface
Date:
1/10/2011 End Date: 1/10/2011 Longitude:
Method:
CONTINUOUS FLIGHT AUGER Latitude:
Drop (Ibs
/ In):
170 / 24
Hammer
Water Content, %
Liquid Limit
Plastic Limit
o
y,
H
8
°
4°
g he
r tic
�
,`
b
n
5
d
-.
Y
E
E V
$
w
F.
aez
-`11 c
a1
D
GROUND WATER OBSERVATIONS
On Rods (ft): 23
/,After Milling(ft):
Ater Hours (ft):
MATERIAL DESCRIPTION
_ 5
jj
Brown CLAY with some sand
•tannish brown below 2'
6.0
2.5
3.5
4.0
3.3
82
105
15
21
54
21
33
_
10
V
Tannish Brown SANDY CLAY
13.0,
4.5
4.0
14
11
15
_20
et
/
Tan SANDY CLAY with silt seams
g 24
24,0
4.5
1.25
2.4
114
16
18
34
15
Ma
19
25
Tan LIMESTONE
26.0
, r
EN
10.8
17.5
24.0
17.8
122
140
146
140
13
8
8
12
r30III
35
Gray
LIMESTONE with shale seams
45.0
11 98
98
62
98
67
98
65
III80
111
J AO
—
45
la
III
TEST BORING TERMINATED AT 45 FT
50
AOOULA CONSULTING
ENGINEERS
Client: RJN GROUP, INC.
Project: M-210 SANITARY SEWER RELOCATION
Start Date: 1/11/2011 End Date: 1/11/2011
Drilling Method: CONTINUOUS FLIGHT AUGER
J
u
10
5
20
25
30
35
40
45
50
GROUND WATER OBSERVATIONS
On Rods (ft): 18
Z After Drilling (ft):
.SC After Hours (ft):
MATERIAL DESCRIPTION
Dark Brown CLAY with calcareous nodules, sand and
gravel •
Dark Brown SANDY CLAY
-brown below 1 t'
2209 Wisconsin Sere/
Suite 300
Dallas, Term 75229
Phone: 972-620-1640
For: 972-620-1649
www.a<1r11rin.com
SD
LOG OF BORING NO.: 2
Sheet 1 of 1
PROJECT NO.: Hi 10005
Location: FORT WORTH. TEXAS
Surface Elevation: 561
Longitude:
Latitude:
Hammer Drop (lbs / in): 170 / 24
S
v
ci
1
3
4.0
4.5+
4.5+ 6.5
114 17
Tan and Brown CLAYEY SAND
Tan SAND with gravel
Tan LIMESTONE
Gray LIMESTONE with shale seams
TEST BORING TERMINATED AT 45 FT
8.0
23.0
26.0
28.0
45.0
4.5+ 12
4.5+ 4.9 114 12
4.5+ 13
11111
1.5 0.5 104ill 21
0.5 28
111
$IIIRIfl
100/ ■ 6.4 ■ 108 16 ••-
1 98
80
77
57
95
67
8.1
18.7
16.3
147
135
149
4
9
2
AOOULA CONSULTING
ENGIKEERS
Client:_
Project:
Start Date: 1/11/2011
Drilling Method:,
2209 Wisconsin Sncer
Suite 300
Galas. Baas 75229
Phone: 972.620-1640
Fax: 972-620-1649
u•Snc.addula.mm
RJN GROUP INC.
M-210 SANITARY SEWER RELOCATION
1/11/2011
End Date:
CONTINUOUS FLIGHT AUGER
LOG OF BORING NO.: 3Sheet 1 of 1
PROJECT NO.: H110005
Location: FORT WORTH, TEXAS
Surface Elevation: 558
Longitude:
Latitude:
Hammer Drop (Ibs / In);
170/24
25
GROUND WATER OBSERVATIONS
s On Rods (ft): NONE
Alter Drilling (ffl: DRY
SL After Hours (ft):
MATERIAL DESCRIPTION
Brown SANDY CLAY
-tan and brown below 17'
20.0
TEST BORING TERMINATED AT 20 FT
30
35
40
_45_
50
i.5
og
qq(8
F ti
c
a
Epc
U a
c
e c
rr
5�•
Os
m
A
3.0
4.5+ 12
4.5+ 11
4.5+ 8.4 118 11
4.0 14
3.0
1.5
1.3
0.8
80
102
106
23
22
a
43
44
E
.o.
16
21
27
23
2209 Wisconsin Street
Suite 300
Dallas, Texas 75229
Phone: 972-620-1640
Fax; 972-620-1619
n1ne.aridnla.cont
LOG OF BORING NO.: 4
PROJECT NO. Shot °r 1
H110005
End Date: ".,"ece tteva0on:_ Drilling Method; 1/11l2011 Longitude:
CONTINU US FLIGHT AUGER
Latitude:
Hammer Drop (Ibs / in): 170 / 24
GROUND WATER OBSERVATIONS
2 On Rods (ft): NONE
/ After Drilling (ft):
1 After Hours (ft): ---'—'—
ADDULA CONSULTING
ENGINEERS
2209 Wisconsin Street
Suite 300
Dallas. Terns 75229
Phone: 972-620-1640
Far: 972-620-1649
www.nddula.conr
Client: RJN GROUP, INC.
Project: M-210 SANITARY SEWER RELOCATION
Start Date: 1/12/2011 End Date: 1/12/2011
Drilling Method: CONTINUOUS FLIGHT AUGER
10
15
GROUND WATER OBSERVATIONS
Q On Rods (ft): NONE
I After Drilling (ft): DRY
I After Hours (It):
MATERIAL DESCRIPTION
Dark Brown SANDY CLAY
Tan SAND with gravel and calcareous nodules
2.0
11.0
Tan and Gray SANDY CLAY
17.0
20
25
30
40
45
50
TEST BORING TERMINATED AT 17 FT
z
LOG OF BORING NO.: 5
Sheet 1 of 1
PROJECT NO.: H110005
Location: FORT WORTH, TEXAS
Surface Elevation:
Longitude.
Latitude:
Hammer Drop (Ube / In): 170 / 24
c
�e-
17
27
5
et
89
2.0
1.3
g0
3ez
16
20
106
Water Content. %
7
3
4
22
22
ZJ
42
21
21
f
kl11
ADDUtA CONSULTING
ENGINEERS
SOIL & ROCK SYMBOLS
i
(CH), High Plasticity CLAY
(CL), low Plasticity CLAY
FA
(SC), CLAYEY SAND
(SP), Poorly Graded SAND
(SW), Well Graded SAND
(SM), SILTY SAND
® (ML), SILT
® (MH), Elastic SILT
LIMESTONE
SHALE/MARL
SANDSTONE
(GP), Poody Graded GRAVEL
rill (GW), Well Graded GRAVEL
.rI.IJ,
ark'
wv
(GC), CLAYEY GRAVEL
(GM), SILTY GRAVEL
(OL), ORGANIC SILT
(OH), ORGANIC CLAY
FILL
SAMLING SYMBOLS
■ SHELBY TUBE (3" OD except
V1 where noted otherwise)
SPLIT SPOON (2" OD except
where noted otherwise)
® AUGER SAMPLE
❑ TEXAS CONE PENETRATION
111 Rol dKo ryORE (2" ID except where
n
KEY TO SOIL SYMBOLS
AND CLASSIFICATIONS
RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft)
VERY LOOSE
LOOSE
MEDIUM
DENSE
VERY DENSE
0 TO 4
5 TO 10
11 TO 30
31 TO 50
OVER 50
SHEAR STRENGTH OF COHESIVE SOILS (tsf)
VERY SOFT
SOFT
FIRM
STIFF
VERY STIFF
HARD
LESS THAN 0.25
0.25 TO 0.50
0.50 TO 1.00
1.00 TO 2.00
2.00 TO 4.00
OVER 4.00
RELATIVE DEGREE OF PLASTICITY (PI)
LOW
MEDIUM
HIGH
VERY HIGH
TRACE
LITTLE
SOME
AND
4 TO 15
16 TO 25
26 TO 35
OVER 35
RELATIVE PROPORTIONS (%)
1 TO 10
11 TO 20
21 TO 35
36 TO 50
PARTICLE SIZE IDENTIFICATION (DIAMETER)
BOULDERS
COBBLES
COARSE GRAVEL
FINE GRAVEL
COURSE SAND
MEDIUM SAND
FINE SAND
SILT
CLAY
8.0" OR LARGER
3.0" TO 6.0"
0.75" TO 3.0"
5.0 mm TO 3.0"
2.0 mm TO 5.0 mm
0.4 mm TO 5.0 mm
0.07 mm TO 0.4 mm
0.002 mm TO 0.07 mm
LESS THAN 0.002 mm
GEOTECHNICAL ENGINEERING REPORT
COLONIAL GOLF COURSE SEWER IMPROVEMENTS -
M-210 SEWER IMPROVEMENTS AND CONFIRMATION BORINGS
FORT WORTH, TEXAS
GEOTECHNICAL ENGINEERING REPORT
Colonial Golf Course Sewer Improvements —
M-210 Sewer Improvements and Confirmation Borings
Fort Worth, Texas
Prepared by:
,AI
ni
Gorrondona & Associates, Inc.
Prepared for:
RJN Group
6701 Brentwood Stair Road, Suite No. 100W
Fort Worth, Texas 76112
Attention: Mr. Chris Brooks
November 2011
G&AI Project No. 11-0278
GORRONDONA & ASSOCIATES, INC. - TEXAS ENGINEERING FIRM REGISTRATION No. F-7933
GA
Report Accepted by RJN on March 1, 2012
Gorrondona & Associates, Inc.
November 1, 2011
Mr. Chris Brooks
RJN Group
6701 Brentwood Stair Road, Suite No. 100W
Fort Worth, Texas 76112
Re: GEOTECHNICAL ENGINEERING REPORT
Colonial Golf Course Sewer Improvements — M-210 Sewer Improvements
and Confirmation Borings
Fort Worth, Texas
G&AI Project No. 11-0278
Dear Mr. Brooks:
Gorrondona & Associates, Inc. (G&AI) is pleased to submit our Geotechnical
Engineering Report for the above -referenced project. This investigation was
performed in accordance with G&AI Proposal No. P11-0337 dated September 7,
2011.
We appreciate the opportunity to work with you on this project. We look forward
to providing you with geotechnical and materials testing and inspection services
during the construction phase of this project.
Please contact us if you have any questions or require additional services.
Respectfully submitted,
Jenell S. Strachan, P.E.
Senior Engineer — Geotechnical, Environmental & CMT Services
Reviewed by:
Kenneth B. Riner, P.E.
Director — Geotechnical, Environmental & CMT Services
8815 Solon Rd. • Suite F-5 • Houston, Texas 77064 • 281.469.3347 • Fax 281.469.3594
Gorrondona & Associates, Inc. — Texas Engineering Firm Registration No. F-7933
TABLE OF CONTENTS
Page
1.0 Introduction 1
2.0 Field Investigation 3
3.0 Laboratory Testing 4
4.0 Subsurface Conditions 4
4.1 Geology 4
4.2 Soil 5
4.3 Groundwater 6
5.0 Analysis and Recommendations 6
5.1 Seismic Site Classification 6
5.2 Construction Excavations 7
5.3 Groundwater Control 7
5.4 Earthwork 7
5.4.1 Site Preparation 7
5.4.2 Grading and Drainage 8
5.4.3 Wet Weather/Soft Subgrade 8
5.4.4 Fill 9
5.4.5 Testing 5.5 Buried Structures 9
10
5.6 Utilities 10
5.7 Foundation System 5.7.1 Foundation System - Mat 10
110
6.0 Construction Observations 11
7.0 General Comments
APPENDICES
Appendix A - Project Location Diagrams
Appendix B - Boring Location Diagram
Appendix C - Boring Logs and Laboratory Results
Appendix D - Geologic Atlas and Formation Description
Appendix E - Unified Soil Classification System
GEOTECHNICAL ENGINEERING REPORT
Colonial Golf Course Sewer Improvements —
M-210 Sewer Improvements and Confirmation Borings
Fort Worth, Texas
1.0 INTRODUCTION
Project Location. The site is located on the south side of the Trinity River, near its
intersections with Rogers Road and South University Drive, in Fort Worth, Texas. The
general location and orientation of the site are provided in Appendix A - Project Location
Diagrams.
Project Description. The project consists of the following proposed elements: a submerged
outfall pipe with an invert elevation of about 544 feet MSL to the immediate east of Rogers
Road which will discharge into the Trinity River and a below -ground baffled stormwater
treatment tank (i.e., vault) located about 250 feet south of the outfall and founded at an
estimated elevation of about 538 to 540 feet MSL. We understand all construction will be
performed via open cut excavations. Additional borings were drilled south of the Trinity
River and along the west side of South University Drive to confirm conditions encountered in
a previous geotechnical investigation performed at the site.
Project Authorization. This geotechnical investigation was authorized by Mr. Chris Brooks
with KIN Group and performed in accordance with G&Al Proposal No. P11-0337 dated
September 7, 2011.
Purpose and Methodology. The principal purposes of this investigation were to evaluate the
general soil conditions at the proposed site and to develop geotechnical engineering design
recommendations. To accomplish its intended purposes, the study was conducted in the
following phases: (1) drill sample borings to evaluate the soil conditions at the boring
locations and to obtain soil samples; (2) conduct laboratory tests on selected samples
recovered from the borings to establish the pertinent engineering characteristics of the soils;
and (3) perform engineering analyses, using field and laboratory data, to develop design
criteria.
Cautionary Statement Regarding Use of this Report. As with any geotechnical engineering
report, this report presents technical information and provides detailed technical
recommendations for civil and structural engineering design and construction purposes.
G&AI, by necessity, has assumed the user of this document possesses the technical acumen
to understand and properly utilize information and recommendations provided herein.
G&AI strives to be clear in its presentation and, like the user, does not want potentially
detrimental misinterpretation or misunderstanding of this report. Therefore, we encourage
any user of this report with questions regarding its content to contact G&AI for clarification.
Clarification will be provided verbally and/or issued by G&AI in the form of a report
G&AI Project No. 11-0278 Page 1
addendum, as appropriate. Any necessary clarification to this report will be provided at no
charge.
2.0 FIELD INVESTIGATION
The subsurface investigation for this project is summarized below. Boring locations are
provided in Appendix B - Boring Location Diagram.
Boring Nos.
Depth, feet bgst
Date Drilled
Location2
B2-1 to B2-4
35 to 50
9/9/2011
Confirmation Borings Along
South University Drive
SB-1
54
9/12/2011
Outfall Structure Area
SB-2
53.5
9/12/2011
Baffled Below -Ground
Stormwater Treatment Tank
Notes:
surface
provided in Appendix B - Boring Location Diagram were not surveyed
considered approximate. Borings were located by recreational hand-
Horizontal accuracy of such units is typically on the order of 20-feet.
1. bgs = below ground
2. Boring locations
and should be
held GPS unit.
Subsurface conditions were defined using the sample borings. Boring logs generated during
this study are included in Appendix C - Boring Logs and Laboratory Results. Borings were
advanced between sample intervals using continuous flight auger drilling procedures.
Cohesive soil samples were generally obtained using Shelby tube samplers in general
accordance with American Society for Testing and Materials (ASTM) D1587. The Shelby tube
sampler consists of a thin -walled steel tube with a sharp cutting edge connected to a head
equipped with a ball valve threaded for rod connection. The tube is pushed into the
undisturbed soils by the hydraulic pulldown of the drilling rig. The soil specimens were
extruded from the tube in the field, logged, tested for consistency using a hand
penetrometer, sealed and packaged to maintain "in situ" moisture content.
The consistency of cohesive soil samples was evaluated in the field using a calibrated hand
penetrometer. In this test a 0.25-inch diameter piston is pushed into the undisturbed
sample at a constant rate to a depth of 0.25-inch. The results of these tests are tabulated at
the respective sample depths on the boring logs. When the capacity of the penetrometer is
exceeded, the value is tabulated as 4.5+.
Granular soil samples were generally obtained using split -barrel sampling procedures in
general accordance with ASTM D1586. In the split -barrel procedure, a disturbed sample is
obtained in a standard 2-inch outside diameter (OD) split barrel sampling spoon driven 18-
inches into the ground using a 140-pound (lb) hammer falling freely 30 inches. The number
G&AI Project No. 11-0278 Page 2
of blows for the last 12-inches of a standard 18-inch penetration is recorded as the Standard
Penetration Test resistance (N-value). The N-values are recorded on the boring logs at the
depth of sampling. Samples were sealed and returned to our laboratory for further
examination and testing.
Rock cores were generally obtained using core barrel sampling procedures in general
accordance with ASTM D2113. In the core barrel procedure, a sample is obtained using a
rotating hollow steel tube equipped with a coring bit.
Groundwater observations are shown on the boring logs.
Upon completion of the borings, the boreholes were backfilled from the top and plugged at
the surface.
3.0 LABORATORY TESTING
G&AI performs visual classification and any of a number of laboratory tests, as appropriate,
to define pertinent engineering characteristics of the soils encountered. Tests are
performed in general accordance with ASTM or other standards and the results included at
the respective sample depths on the boring logs or separately tabulated, as appropriate, and
included in Appendix C - Boring Logs and Laboratory Results. Laboratory tests and
procedures routinely utilized, as appropriate, for geotechnical investigations are tabulated
below.
Test Procedure
Description
ASTM D421
Standard Practice for Dry Preparation of Soil Samples for Particle -Size
Analysis and Determination of Soil Constants
ASTM D422
Standard Test Method for Particle -Size Analysis of Soils
ASTM D1140
Standard Test Methods for Amount of Material in Soils Finer than the
No. 200 (75-Ism) Sieve
ASTM D2166
Standard Test Method for Unconfined Compressive Strength of Cohesive
Soil
ASTM D2216
Standard Test Method for Laboratory Determination of Water (Moisture)
Content of Soil and Rock by Mass
ASTM D2217
Standard Practice for Wet Preparation of Soil Samples for Particle -Size
Analysis and Determination of Soil Constants
ASTM D2487
Standard Classification of Soils for Engineering Purposes (Unified Soil
Classification System)
ASTM D2850
Standard Test Method for Unconsolidated-Undrained Triaxial
Compression Test on Cohesive Soil
ASTM D4220
Standard Practices for Preserving and Transporting Soil Samples
G&AI Project No. 11-0278
Page 3
Test Procedure
Description
ASTM D4318
Standard Test Methods for Liquid Limit, Plastic Limit and Plasticity Index
of Soils
ASTM D4643
Standard Test Method for Determination of Water (Moisture) Content of
Soil by the Microwave Oven Method
Manufacturer's
Instructions
Soil Strength Determination Using a Torvane
4.0 SUBSURFACE CONDITIONS
4.1 Geology
Geologic Formation. Based on available surface geology maps and our experience, it
appears this site is located in an alluvium formation. A geologic atlas and formation
description are provided in Appendix D - Geologic Atlas and Formation Description. Soils
within the alluvium formation can generally be characterized as alluvium and low terrace
deposits along streams, sand, silt, clay, and gravel.
Geologic Faults. A review of the attached geologic map indicated that no documented
geologic faults are located in excess of 5-miles from the project site. A geologic fault study
was beyond the scope of this investigation.
4.2 Soil
Stratigraphv. Descriptions of the various strata and their approximate depths and thickness
per the Unified Soil Classification System (USCS) are provided on the boring logs included in
Appendix C - Boring Logs and Laboratory Results. Terms and symbols used in the USCS are
presented in Appendix E - Unified Soil Classification System. A brief summary of the
stratigraphy indicated by the borings is provided below.
Generalized Subsurface Conditions at Confirmation Boring Locations
(Borings B2-1, B2-2, and to B2-4)
Depth
feet bgs
Description
Top of Layer
Bottom of Layer
0
23 to 28
LEAN CLAY — Stiff to hard LEAN CLAY WITH
SAND (CL), stiff to hard LEAN CLAY (CL), soft
to very stiff SANDY LEAN CLAY (CL) and
CLAYEY SAND (SC).
23 to 28
Boring Termination
(35 to 50)
LIMESTONE — Weathered to non -weathered
LIMESTONE.
G&AI Project No. 11-0278
Page 4
Generalized Subsurface Conditions at Confirmation Boring Location
(Boring B2-3)'
Depth, feet bgs
Description
Top of Layer
Bottom of Layer '
0
28
LEAN CLAY — Hard LEAN CLAY (CL), stiff to
hard LEAN CLAY WITH SAND (CL), and stiff to
very stiff SANDY LEAN CLAY (CL).
28
38
CLAYEY SAND (SC).
38
Boring Termination
(40)
Firm LEAN CLAY (CL).
Generalized Subsurface Conditions at Proposed Outfall and Stormwater Treatment Tank
(Borings SB-1 and SB-2)
Depth, feet bgs -'
Description
Top of Layer
Bottom of Layer
0
23 to 25
LEAN CLAY/CLAYEY SAND — Hard LEAN CLAY
WITH SAND (CL), hard SANDY LEAN CLAY,
firm to hard LEAN CLAY (CL), and CLAYEY
SAND (SC).
23 to 25
46 to 47
WEATHERED LIMESTONE.
46 to 47
Boring Termination
(53.5 to 54)
Hard LIMESTONE.
4.3 Groundwater
The borings were advanced using auger drilling and intermittent sampling methods in order
to observe groundwater seepage levels. Groundwater levels encountered in the borings
during this investigation are identified below.
Boring No. _
Depth Groundwater Initially Encountered (feet, bgs)
B2-1
21.5
B2-2
19.0
82-3
29.0
B2-4
16.0
SB-1
17.0
SB-2
19.5
Long-term monitoring of groundwater conditions via piezometers was not performed during
this investigation and was beyond the scope of this study. Long-term monitoring can reveal
G&AI Project No. 11-0278
Page 5
groundwater levels materially different than those encountered during measurements taken
while drilling the borings.
Future construction activities may alter the surface and subsurface drainage characteristics
of this site. It is difficult to accurately predict the magnitude of subsurface water
fluctuations that might occur based upon short-term observations. The groundwater level
should be expected to fluctuate throughout the years with variations in precipitation.
5.0 ANALYSIS AND RECOMMENDATIONS
5.1 Seismic Site Classification
The seismic site classification is based on the 2006 International Building Code (IBC) and is a
classification of the site based on the type of soils encountered at the site and their
engineering properties. Per Table 1613.5.2 of the 2006 IBC, the seismic site classification for
this site is C.
5.2 Construction Excavations
Sloped Excavations. All sloped short-term construction excavations on -site should be
designed in accordance with Occupational Safety and Health Administration (OSHA)
excavation standards. Borings from this investigation indicated that the soils may be
classified per OSHA regulations as Type B from the ground surface to a depth of 20-feet bgs.
Short-term construction excavations may be constructed with a maximum slope of 1:1,
horizontal to vertical (H:V), to a depth of 20-feet bgs. If excavations are to be deeper than
20-feet, we should be contacted to evaluate the excavation. Recommendations provided
herein are not valid for any long-term or permanent slopes on -site.
Shored Excavations. As an alternative to sloped excavations, vertical short-term
construction excavations may be used in conjunction with trench boxes or other shoring
systems. Shoring systems should be designed using an equivalent fluid weight of 95 pounds
per cubic foot (pcf). Surcharge pressures at the ground surface due to dead and live loads
should be added to the lateral earth pressures where they may occur. Lateral surcharge
pressures should be assumed to act as a uniform pressure along the depth of the excavation
based on a lateral earth coefficient of 0.5. Surcharge loads set back behind the excavation at
a horizontal distance equal to or greater than the excavation depth may be ignored. We
recommend that no more than 200-feet of unshored excavation should be open at any one
time to prevent the possibility of failure and excessive ground movement to occur. We also
recommend that unshored excavations do not remain open for a period of time longer than
24-hours.
G&AI Project No. 11-0278 Page 6
Limitations. Recommendations provided herein assume there are no nearby structures or
other improvements which might be detrimentally affected by the construction excavation.
Before proceeding, we should be contacted to evaluate construction excavations with the
potential to affect nearby structures or other improvements.
Excavation Monitoring. Excavations should be monitored to confirm site soil conditions
consistent with those encountered in the borings drilled as part of this study. Discrepancies
in soil conditions should be brought to the attention of G&AI for review and revision of
recommendations, as appropriate.
5.3 Groundwater Control
Groundwater was encountered at depths as shallow as 16-feet bgs during the subsurface
investigation. If groundwater is encountered during excavation, dewatering to bring the
groundwater below the bottom of excavations will be required. Dewatering could consist of
standard sump pits and pumping procedures, which may be adequate to control seepage on
a local basis during excavation. Supplemental dewatering will be required in areas where
standard sump pits and pumping is not effective. Supplemental dewatering could include
submersible pumps in slotted casings, well points, or eductors. The contractor should
submit a groundwater control plan, prepared by a licensed engineer experienced in that
type of work.
5.4 Earthwork
5.4.1 Site Preparation
In the area of improvements, all concrete, trees, stumps, brush, debris, septic tanks,
abandoned structures, roots, vegetation, rubbish and any other undesirable matter should
be removed and properly disposed. All vegetation should be removed and the exposed
surface should be scarified to an additional depth of at least 6 inches. It is the intent of
these recommendations to provide a loose surface with no features that would tend to
prevent uniform compaction by the equipment to be used.
5.4.2 Grading and Drainage
Every attempt should be made to limit the extreme wetting or drying of the subsurface soils
because swelling and shrinkage of these soils will result. Standard construction practices of
providing good surface water drainage should be used. A positive slope of the ground away
from any foundation should be provided. Ditches or swales should be provided to carry the
run-off water both during and after construction. Stormwater runoff should be collected by
gutters and downspouts and should discharge away from the buildings.
G&AI Project No. 11-0278 Page 7
5.4.3 Wet Weather/Soft Subgrade
Soft and/or wet surface soils may be encountered during construction, especially following
periods of wet weather. Wet or soft surface soils can present difficulties for compaction and
other construction equipment. If specified compaction cannot be achieved due to soft or
wet surface soils, one of the following corrective measures will be required:
1. Removal of the wet and/or soft soil and replacement with select fill,
2. Chemical treatment of the wet and/or soft soil to improve the subgrade stability, or
3. If allowed by the schedule, drying by natural means.
Chemical treatment is usually the most effective way to improve soft and/or wet surface
soils. G&AI should be contacted for additional recommendations is chemical treatment is
planned due to wet and/or soft soils.
5.4.4 Fill
Select Fill. Any fill (other than bedding material) placed beneath structures should consist of
select fill. Select fill should consist of soil with a liquid limit less than 35 and a Plasticity Index
between 5 and 15. The select fill should be placed in loose lifts not exceeding 8-inches and
should be compacted to at least 95 percent maximum dry density (per ASTM D-698) and at a
moisture content between optimum and 4 percent above optimum moisture content. The
subgrade to receive select fill should be scarified to a depth of 6 inches and compacted to at
least 95 percent maximum dry density (per ASTM D-698) and at a moisture content between
optimum and 4 percent above optimum.
General Fill. General fill may be placed in improved areas outside of or above structures.
General fill should consist of material approved by the Geotechnical Engineer with a liquid
limit less than 50. General fill should be placed in loose lifts not exceeding 8-inches and
should be uniformly compacted to a minimum of 95 percent maximum dry density (per
ASTM D-698) and within ±2 percent of the optimum moisture content.
Fill Restrictions. Select fill and general fill should consist of those materials meeting the
requirements stated. Select fill and general fill should not contain material greater than 4-
inches in any direction, debris, vegetation, waste material, environmentally contaminated
material, or any other unsuitable material.
Unsuitable Materials. Materials considered unsuitable for use as select fill or general fill
include low and high plasticity silt (ML and MH), silty clay (CL-ML), organic clay and silt (OH
and OL) and highly organic soils such as peat (Pt). These soils may be used for site grading
and restoration in unimproved areas as approved by the Geotechnical Engineer. Soil placed
in unimproved areas should be placed in loose lifts not exceeding 10-inches and should be
G&Al Project No. 11-0278 Page 8
compacted to at least 92 percent maximum dry density (per ASTM D-698) and at a moisture
content within ±4 percentage points of optimum.
5.4.5 Testing
Field compaction tests should be made by the Geotechnical Engineer or his representative.
Compaction tests should be performed in each lift of the compacted material. We
recommend the following minimum soil compaction testing be performed: one test per lift
per 2,500 square feet (SF) in the areas where structural fill is placed and one test per lift per
100 linear feet of utility backfill. If the materials fail to meet the density or moisture content
specified, the course should be reworked as necessary to obtain the specified compaction.
5.5 Buried Structures
Uplift. Buried structures are subjected to uplift forces caused by differential water levels
adjacent to and within the structure. Soils with any appreciable silt or sand content will
likely become saturated during periods of heavy rainfall and the effective static water level
will be at the ground surface. For design purposes, we recommend the groundwater level
be assumed at the ground surface. Resistance to uplift pressure is provided by soil skin
friction and the dead weight of the structure. Skin friction should be neglected for the upper
3 feet of soil. A skin friction of 200 pounds per square foot (psf) may be used below a depth
of 3 feet.
Lateral Pressure. Lateral pressures on buried structures due to soil loading can be
determined using an equivalent fluid weight of 105 pounds per cubic foot (pcf). This
includes hydrostatic pressure but does not include surcharge loads. The lateral load
produced by a surcharge may be computed as 50 percent of the vertical surcharge pressure
applied as a constant pressure over the full depth of the buried structure. Surcharge loads
located a horizontal distance equal to or greater than the buried structure depth may be
ignored.
Vertical Pressure. Vertical pressures on buried structures due to soil loading can be
determined using an equivalent fluid weight of 130 pcf. This does not include surcharge
loads. The vertical load produced by a surcharge may be computed as 100 percent of the
vertical surcharge pressure applied as a constant pressure over the full width of the buried
structure.
G&AI Project No. 11-0278 Page 9
5.6 Utilities
Construction excavation, groundwater control, design recommendations related to buried
structures, and testing recommendations previously provided are applicable to utilities for
this project.
Bedding and backfill for storm sewers should be in accordance with recommendations
provided in the Geotechnical Exploration report for the "M-210 Sanitary Sewer Relocation"
previously prepared by Addula Consulting and dated January 27, 2011.
5.7 Foundation System
We understand the below -ground storm water treatment tank (vault) will be founded at an
elevation of about 538- to 540-feet MSL. Based on available profiles, we understand the
foundation level will be about 20- to 23-feet bgs. We do not have any details regarding the
horizontal or vertical geometry of the proposed tank.
Based upon information available to us at this time, we believe that a mat foundation will be
most appropriate for the below -ground water treatment tank. We have assumed that
structural loads will be typical for the type and size of structures proposed. We estimate
that it is likely that foundation loads will be around or below existing overburden pressures.
Recommendations for the foundation type are presented below. Final determination of the
foundation type to be utilized for this project should be made by the Structural Engineer
based on loading, economic factors and risk tolerance.
5.7.1 Foundation System - Mat
Bearing Capacity. A mat foundation bearing at a depth of about 538 to 540 MSL should be
designed using a maximum allowable bearing pressure of 4,000 psf. This bearing pressure is
based on a safety factor of 3, against shear failure, for the foundation soils.
Settlement. Although a detailed settlement analysis is beyond the scope of this study,
settlement for foundations constructed as described above should be about 1 inch or less.
Foundation Construction. The geotechnical engineer should monitor foundation
construction to verify conditions are as anticipated and that the materials encountered are
suitable for support of foundations. Soft or unsuitable soils encountered at the foundation
bearing level should be removed to expose suitable, firm soil. Foundation excavations
should be dry and free of loose material. Excavations for foundations should be filled with
concrete before the end of the workday or sooner if necessary to prevent deterioration of
the bearing surface. Prolonged exposure or inundation of the bearing surface with water
will result in changes in strength and compressibility characteristics. If delays occur, the
G&AI Project No. 11-0278 Page 10
excavation should be deepened as necessary and cleaned, in order to provide a fresh
bearing surface. If more than 24 hours of exposure of the bearing surface is anticipated in
the excavation, a "mud slab" should be used to protect the bearing surfaces. If a mud slab is
used, the foundation excavations should initially be over -excavated by approximately 4
inches and a lean concrete mud slab of approximately 4 inches in thickness should be placed
in the bottom of the excavation immediately following exposure of the bearing surface by
excavation. The mud slab will protect the bearing surface, maintain more uniform moisture
in the subgrade, facilitate dewatering of excavations if required and provide a working
surface for the placement of formwork and reinforcing steel.
Recommended Slab Deflection Analysis Parameters. Based on the lean clay soils
encountered at the anticipated bearing depth, we recommend that slab deflections be
analyzed using a coefficient of subgrade reaction, k, of 125 pounds per cubic inch (pci) for
the subgrade soils. We have assumed that the subgrade in the slab area will not be
stabilized.
6.0 CONSTRUCTION OBSERVATIONS
By necessity, geotechnical engineering design recommendations are based on a limited
amount of information about subsurface conditions. In the analysis, the geotechnical
engineer must assume subsurface conditions are similar to those encountered in the
borings. Anomalies in subsurface conditions are often revealed during construction. G&AI
should be retained to observe earthwork and foundation installation and perform materials
evaluation and testing during the construction phase of the project. This enables the
geotechnical engineer to stay abreast of the project and to be readily available to evaluate
unanticipated conditions, to conduct additional tests if required and, when necessary, to
recommend alternative solutions to unanticipated conditions. Until these construction
phase services are performed by the project geotechnical engineer, the recommendations
contained in this report should be considered as preliminary.
It is proposed that construction phase observation and materials testing commence by the
project geotechnical engineer at the outset of the project. Experience has shown that the
most suitable method for procuring these services is for the owner to contract directly with
the project geotechnical engineer. This results in a clear, direct line of communication
between the owner and the owner's design engineers and the geotechnical engineer.
7.0 GENERAL COMMENTS
The analyses, conclusions and recommendations contained in this report are based on site
conditions as they existed at the time of the field investigation and on the assumption that
the exploratory borings are representative of the subsurface conditions throughout the site;
G&AI Project No. 11-0278 Page 11
that is, the subsurface conditions everywhere are not significantly different from those
disclosed by the borings at the time they were completed. If during construction, different
subsurface conditions from those encountered in our borings are observed, or appear to be
present in excavations, we must be advised promptly so that we can review these conditions
and reconsider our recommendations where necessary. If there is a substantial lapse of
time between submission of this report and the start of the work at the site, if conditions
have changed due either to natural causes or to construction operations at or adjacent to
the site, or if structure locations, structural loads or finish grades are changed, we should be
promptly informed and retained to review our report to determine the applicability of the
conclusions and recommendations, considering the changed conditions and/or time lapse.
G&AI, Inc. should be retained to review those portions of the plans and specifications for this
particular project that pertain to earthwork and foundations as a means to determine
whether the plans and specifications are consistent with the recommendations contained in
this report. In addition, we are available to observe construction, particularly the
compaction of structural fill, or backfill and the construction of foundations as
recommended in the report and such other field observations as might be necessary.
This report has been prepared for the exclusive
for specific application to design of this project.
ordinarily exercised under similar conditions
practicing in the same or similar locality. No
intended.
use of the Client and their designated agents
We have used that degree of care and skill
by reputable members of our profession
warranty, expressed or implied, is made or
G&AI Project No. 11-0278 Page 12
Appendix A - Project Location Diagrams
co
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N r1
O O
�-4
Ol
O•
-
Z
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c0
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r711
IAflea
00
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O 0
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1-1•
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Y c
u
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a
Appendix B - Boring Location Diagram
to _ __o
,.,
o . jflw
,.� 'off•:
Vand
Appendix C - Boring Logs and Laboratory Results
Gorrondona & Associates, Inc. - GEO, ENV, CMT Division
Solon Road, Suite F-5, Houston, TX 77064
Jack Newell Blvd. S., Fort Worth, TX 76118
Telephone: 281.469.3347 HOU; 817.496.1424 FW
Fax' 281.469.3594 HOU; 817.496.1768 FW
Group PROJECT
BORING NUMBER B2-1
PAGE 1 OF 1
NAME Colonial Golf Course Sewer Improvements
/.
\17A
8815
7524
CLIENT
PROJECT
RJN
LOCATION
Rogers Avenue, Fort Worth, Texas
NUMBER 11-0278 PROJECT
DATE STARTED
DRILLING CONTRACTOR
DRILLING METHOD
LOGGED BY
NOTES
9/9/11 COMPLETED 9/9/11 GROUND
ELEVATION
WATER
SAT TIME OF
AT END OF
AFTER DRILLING
562.84 HOLE
SIZE
StrataBore GROUND
LEVELS:
DRILLING
DRILLING
21.5 ft
Auger
---
Ben CHECKED BY JSS
--
w
O
¢p
C�
MATERIAL DESCRIPTION
a.W
aD
QZ
co
a
OEc
W
G
m0>
OZ
Z
W
UN
O
0
W
p-
yc
y`
et Ls;
Epm
Vfq
rno.
2..
g12
a, ,?.1
r
5
5
Q
o
ATTERBERG
LIMITS
z
No
Z
u
W=
Oz
mO
2
d�
g�
aJ
1--
Ua
gZ
a
0
10
/
LEAN CLAY WITH SAND (CL) - Hard, brown.
ST
,
4.5+
2.3+
7
ST
4.5+
2.3+
9
39
17
23
82
ST
4.5+
2.3+
10
10
42
16
26
86
LEAN CLAY (CL) - Stiff to hard, brown.
ST
4.5+
2.3+
ST
4.5+
2.3+
17.9
4
120
12
ST
3.0
1.1
17
z20
4
u
o
J//V
%%
SANDY LEAN CLAY (CL) - Stiff, gray.
ST
1,5
1,1
20
41
17
24
68
ST
28
56
SS
w
0 30
in
WEATHERED LIMESTONE - Tan, with clay
layers, sand and gravel.
50/5"
�—
,
a
re
w
0
w
J
o
uo
40
L
LIMESTONE - Gray.
ME
SS
50
10
N
‘ SS
i
50/2"
1
0
0
0
9
7
•E
K
o
1-
3
W
0
0
W
0
Bottom of hole at 40.0 feet.
IS
Gorrondona & Associates, Inc. - GEO, ENV, CMT Division
8815 Solon Road, Suite F-5, Houston, TX 77064
7524 Jack Newell Blvd. S., Fort Worth, TX 76118
Telephone: 281.469.3347 HOU; 817.496.1424 FW
Fax: 281.469.3594 HOU; 817.496.1768 FW
CLIENT RJN Group
PROJECT NUMBER 11-0278
DATE STARTED 9/9/11 COMPLETED 9/9/11
DRILLING CONTRACTOR StrataBore
DRILLING METHOD Auger
LOGGED BY Ben CHECKED BY JSS
NOTES
0
0
cc
MATERIAL DESCRIPTION
LEAN CLAY WITH SAND (CL) - Hard, brown,
with calcareous nodules.
LEAN CLAY (CL) - Stiff to hard, brown.
SANDY LEAN CLAY (CL) - Soft to stiff, brown
Tan and gray below 23 feet.
WEATHERED LIMESTONE - Tan, with clay
layers, sand and gravel.
Bottom of hole at 35.0 feet.
BORING NUMBER B2-2
PAGE 1 OF 1
PROJECT NAME Colonial Golf Course Sewer Improvements
PROJECT LOCATION Rogers Avenue, Fort Worth, Texas
GROUND ELEVATION 563.55 HOLE SIZE
GROUND WATER LEVELS:
AT TIME OF DRILLING 19.0 ft
AT END OF DRILLING --
AFTER DRILLING --
ST
ST
ST
ST
ST
ST
SS,
S
i
0
9
9
6
ATTERBERG
LIMITS
37
12 45
0
co
—
16
7
21
28
84
87
15
19
26
15
Gorrondona & Associates, Inc. - GEO, ENV, CMT Division
8815 Solon Road, Suite F-5, Houston, TX 77064
GA 7524 Jack Newell Blvd. S., Fort Worth, TX 76118
<-'- Telephone: 281.469.3347 HOU; 817.496.1424 FW
Fax: 281.469.3594 HOU; 817.496.1768 FW
CLIENT RJN Grou
PROJECT NUMBER 11-0278
DATE STARTED 9/9/11 COMPLETED 9/9/11
DRILLING CONTRACTOR StrataBore
DRILLING METHOD Au er
LOGGED BY Be n ---.-- CHECKED BY JSS
NOTES
MATERIAL DESCRIPTION
LEAN CLAY (CL) - Hard, brown, with
calcareous nodules.
LEAN CLAY WITH SAND (CL) - Stiff to hard,
brown.
SANDY LEAN CLAY (CL) - Stiff to very stiff,
brown.
CLAYEY SAND (SC) - Tan.
PROJECT NAME Colonial Golf Course Sewer Improvements
PROJECT LOCATION Ro ers Avenue Fort Worth Texas
GROUND ELEVATION 563.83 HOLE SIZE
GROUND WATER LEVELS:
St AT TIME OF DRILLING 29.0 ft
AT END OF DRILLING ---
AFTER DRILLING --
to
O)6
C`�
C d
K j
O o
ATTERBERG
LIMITS
Gorrondona & Associates, Inc. - GEO, ENV, CMT Division
8815 Solon Road, Suite F-5, Houston, TX 77064
7524 Jack Newell Blvd. S., Fort Worth, TX 76118
Fax: 469.3594 HOU; 817.496.1768 FW24 FW
CLIENT RJN Grouu----
PROJECT NUMBER 11-0278 COMPLETED
DATE STARTED 9/12/1�
DRILLING CONTRACTOR StrataBore
DRILLING METHOD A
LOGGED BY Ben
NOTES
0
0
a.
0
a
rc
9/12/11
CHECKED BY JSS
CLAYEY SAND (SC) - Loose, gray and tan.
T, sand WEATHERD gravel.
LIMESTONE - Tan, with clay
LIMESTONE - Soft to hard, fair, gray.
BORING NUMBED Bo -4
PAG
PROJECT NAME Colo ial Golf Course Sewer Im rovemenls
PROJECT LOCATION Ro ers Avenue HOE Worth TexasSIZE
GROUND ELEVATION 558.42
GROUND WATER LEVELS:
Si AT TIME OF DRILLING 16.___0 ftft
AT END OF DRILLING ---
AFTER DRILLING_
Gorrondona & Associates, Inc. - GEO, ENV, CMT Division
8815 Solon Road, Suite F-5, Houston, TX 77064
7524 Jack Newell Blvd. S., Fort Worth, TX 76118
Telephone: 281.469.3347 HOU; 817.496.1424 FW
Fax: 281.469.3594 HOU; 817.496.1768 FW
CLIENT RJN Group
PROJECT NUMBER 11-0278
DATE STARTED 9/13/11 COMPLETED 9/13/11
DRILLING CONTRACTOR StrataBore
DRILLING METHOD Auaer
LOGGED BY Ben
NOTES
0
2
2
0
0
0
rc
u
CHECKED BY JSS
MATERIAL DESCRIPTION
LEAN CLAY WITH SAND (CL) - Hard, brown,
with calcareous nodules.
SANDY LEAN CLAY (CL) - Hard, brown.
CLAYEY SAND (SC) - Brown.
WEATHERED LIMESTONE - Tan, with clay
layers, sand and gravel.
LIMESTONE - Hard, poor, gray.
Bottom of hole at 54.0 feet.
BORING NUMBER SB-1
PAGE 1 OF 1
PROJECT NAME Colonial Golf Course Sewer Improvements
PROJECT LOCATION Ro ers Avenue Fort Worth Texas
GROUND ELEVATION 560.29 HOLE SIZE
GROUND WATER LEVELS:
V AT TIME OF DRILLING 17_0 ftft
AT END OF DRILLING --
AFTER DRILLING --
ATTERBERG
LIMITS
■ 111:111
11-20-20
(40)
7-8-10(18)
16-2221
17-21-20
(41)
,. 585
(13) ,
IRC (40) 976.6 0 8
Gorrondona & Associates, Inc. - GEO, ENV, CMT Division
8815 Solon Road, Suite F-5, Houston, TX 77064
7524 Jack Newell Blvd. S., Fort Worth, TX 76118
Telephone: 281.469.3347 HOU; 817.496.1424 FW
Fax: 281.469.3594 HOU; 817.496.1768 FW
CLIENT RJN Group
PROJECT NUMBER 11-0278
DATE STARTED 9/12/11 COMPLETED 9/12/11
DRILLING CONTRACTOR StrataBore
DRILLING METHOD Auger
LOGGED BY Ben CHECKED BY JSS
NOTES
0
0
a
10
20
30
w
10
0
0
LL
0
0
0
0
0
4
0
w
rc
0
0
O
0
BORING NUMBER SB-2
PAGE 1 OF 1
PROJECT NAME Colonial Golf Course Sewer Improvements
PROJECT LOCATION Rogers Avenue, Fort Worth, Texas
GROUND ELEVATION 559.66
GROUND WATER LEVELS:
Q AT TIME OF DRILLING 19.5 ft
AT END OF DRILLING --
AFTER DRILLING --
HOLE SIZE
MATERIAL DESCRIPTION
LEAN CLAY (CL) - Firm to hard, brown.
WEATHERED LIMESTONE - Tan, with clay
layers, sand and gravel.
F w
CO
a.
Z
N
ST
ST
ST
ST
ST
>-
> O
CY
ST
S
S
S
LIMESTONE - Hard, good, gray.
S
0z
moz
c-
ps
2 OI
%
00
4.5+ 2.3+
4.5+ 2.3+
4.5+ 2.3+
4.5+ 2.3+
4.5+ 2.3+
1.5
1
1.0 0
3-3-4
(7)
12-14-12
(26)
13-17-14
(31)
11-12-14
(26)
11
100
(82)
25-28-27
(55)
705.9
0
ATTERBERG z
LIMITS
Or
J
20
0
10
0
13
O
t~ng
a J
Oa
W
Z
ll
Bottom of hole at 53.5 feet.
Appendix D - Geologic Atlas and Formation Description
0 1.25 2.5
i 1 i I
5 Miles
11-0278
Geologic Atlas of Texas
rGA
USES
science for a changing world
Mineral Resources On -Line Spatial Data
Mineral Resources > Online Spatial Data > Geology > by state > Texas
alluvium
alluvium
State
Name
Geologic age
Original map label
Comments
Primary rock type
Secondary rock type
Other rock types
Map references
Unit references
Texas
alluvium
Phanerozoic I Cenozoic I Quaternary I Holocene
Qa l
alluvium and low terrace deposits along streams, sand,
silt, clay, and gravel. Thickness variable. The unit
appears on Geologic Map of Texas on the lagoon side of
barrier islands where they represent lagoon and wind -
tidal -flat sand and clay. These deposits of clay and silty,
clayey fine to v. fine quartz sand and shell sand
accumulate on alternately dry and flooded barren flats
0.3 m below to 1 m above mean sea level. Mapped areas
include active eolian sand dunes on the landward side of
barrier islands.
sand
silt
clay or mud; gravel
Bureau of Economic Geology, 1992, Geologic Map of Texas:
University of Texas at Austin, Virgil E. Barnes, project supervisor,
Hartmann, B.M. and Scranton, D.F., cartography, scale 1:500,000
Bureau of Economic Geology, 1974, Austin Sheet, Geologic Atlas of
Texas, University of Texas, Bureau of Economic Geology, scale
1:250,000.
Bureau of Economic Geology, 1974, San Antonio Sheet, Geologic
Atlas of Texas, University of Texas, Bureau of Economic Geology,
scale 1:250,000.
Bureau of Economic Geology, 1976, Crystal City -Eagle Pass Sheet,
Geologic Atlas of Texas, University of Texas, Bureau of Economic
Geology, scale 1:250,000.
Bureau of Economic Geology, 1972, Dallas sheet, Geologic Atlas of
Texas, Bureau of Economic Geology, University of Texas at Austin,
scale 1:250,000.
Bureau of Economic Geology, 1967, Palestine Sheet, Geologic Atlas
of Texas, Bureau of Economic Geology, University of Texas at Austin,
scale 1:250,000.
Bureau of Economic Geology, 1974, Seguin Sheet, Geologic Atlas of
Texas, University of Texas, Bureau of Economic Geology, scale
1:250,000.
Bureau of Economic Geology, 1968, Beaumont Sheet, Geologic Atlas
of Texas, Bureau of Economic Geology, University of Texas at Austin,
scale 1:250,000.
Bureau of Economic Geology, 1975, Corpus Christi Sheet, Geologic
Atlas of Texas, Bureau of Economic Geology, University of Texas at
Austin, scale 1:250,000.
Bureau of Economic Geology, 1975, Beeville -Bay City Sheet,
Geologic Atlas of Texas, Bureau of Economic Geology, University of
Texas at Austin, scale 1:250,000.
Bureau of Economic Geology, 1974, Seguin Sheet, Geologic Atlas of
Texas, University of Texas, Bureau of Economic Geology, scale
1:250,000.
Bureau of Economic Geology, 1982, Houston Sheet, Geologic Atlas of
Texas, Bureau of Economic Geology, University of Texas at Austin,
scale 1:250,000.
Geographic coverage Anderson - Andrews - Angelina - Aransas - Archer - Armstrong -
Atascosa - Austin - Bastrop - Baylor - Bee - Bell - Bexar - Blanco -
Borden - Bosque - Bowie - Brazoria - Brazos - Brewster - Briscoe -
Brooks - Brown - Burleson - Burnet - Caldwell - Calhoun - Callahan -
Cameron - Camp - Cass - Chambers - Cherokee - Childress - Clay -
Coke - Coleman - Collin - Collingsworth - Colorado - Comal -
Comanche - Concho - Cooke - Coryell - Cottle - Crane - Crockett -
Crosby - Culberson - Dallam - Dallas - Dawson - Deaf Smith - Delta -
Denton - DeWitt - Dickens - Dimmit - Donley - Duval - Eastland -
Ector - Edwards - Ellis - El Paso - Erath - Falls - Fannin - Fayette -
Fisher - Floyd - Foard - Fort Bend - Franklin - Freestone - Frio -
Galveston - Garza - Gillespie -Glasscock - Goliad - Gonzales - Gray -
Grayson - Gregg - Grimes - Guadalupe - Hale - Hall - Hamilton -
Hansford - Hardeman - Hardin - Harris - Harrison - Hartley - Haskell
- Hays - Hemphill - Henderson - Hidalgo - Hill - Hood - Hopkins -
Houston - Howard - Hudspeth - Hunt - Hutchinson - Irion - Jack -
Jackson - Jasper - Jeff Davis - Jefferson - Jim Hogg - Jim Wells -
Johnson - Jones - Karnes - Kaufman - Kendall - Kenedy - Kent - Kerr
- Kimble - King - Kinney - Kleberg - Knox - Lamar - Lampasas - La
Salle - Lavaca - Lee - Leon - Liberty - Limestone - Live Oak - Llano -
Loving - Lubbock - McCulloch - McLennan - McMullen - Madison -
Marion - Martin - Mason - Matagorda - Maverick - Medina - Menard -
Midland - Milam - Mills - Mitchell - Montague - Montgomery - Morris -
Motley - Nacogdoches - Navarro - Newton - Nolan - Nueces - Oldham
- Orange - Palo Pinto - Panola - Parker - Pecos - Polk - Potter -
Presidio - Rains - Randall - Reagan - Red River - Reeves - Refugio -
Roberts - Robertson - Rockwall - Runnels - Rusk - Sabine - San
Augustine - San Jacinto - San Patricio - San Saba - Schleicher -
Scurry - Shackelford - Shelby - Sherman - Smith - Somervell - Starr
- Stephens - Sterling - Stonewall - Sutton - Tarrant - Taylor - Terrell
- Throckmorton - Titus - Tom Green - Travis - Trinity - Tyler -
Upshur - Upton - Uvalde - Val Verde - Van Zandt - Victoria - Walker -
Waller - Ward - Washington - Webb - Wharton - Wheeler - Wichita -
Wilbarger - Willacy - Williamson - Wilson - Winkler - Wise - Wood -
Young - Zapata - Zavala
U.S. Department of the Interior I U.S. Geological Survey
URL: http://tin.er.usgs.gov/geology/state/ak/akgeo-unit.php?unit=
Page Contact Information: Peter Schweitzer
Appendix E - Unified Soil Classification System
UNIFIED SOIL CLASSIFICATION SYSTEM
UNFIED SOL CLASSIFICATION AND SYMBOL CHART
COMSEGRMNED 931LS
(roam fun 50% of malaria a lain toot No.2O3 sierra sze.)
Clem Gami (Loss ben 5% from)
'
GRAVELS
{sari
•
CW
Wetgraiad gavels stated amd
mtdrm,bnm aarno in
Mora bat 50%
dcaaam
Gp
Poorly gradoi wards, gam acid
attires,ano arna fnas
talatlagar
Na.4
Grindsw3h
inas(Mem hat 12)6inas)
than
sore ram
GM
Sty gawk, grid sunddt maims
GC
Oaymy Saws, Bard sand -city
nixiras
Clam
Sails: ass that 9%fna i.
safes
11
SW
Idmdmonaosnds, gravity surds,
51r%a mare
al mums
p
Poorly woad sends, grandly sands.
Itllaor noSun
fracfm &TSla
*„ands
wit, foss gat than 12% Ines)
tun No. d
saw s¢o
SM
Sty ands. awddt manses
SC
s,!
Clapay wait day el+n
s. ama
FINE-GRAINED SOILS
(50% err mcra atnutria, ts srrolarfun No. 200 dots sta.)
SILTS
AND
GUSTS
Lqud Snit
lass tun
Syr%
ME
hoaamc sits and ray dna sands, wads
Ssits wnba.r,ssfBltya;dMaphsyryfotyrwsards a daray
,
CL
nr riacnys allow m modtm
Hastily, 9raelydays. sally days,
shy cars, Nun days
_—
6L
ergarts sits and ardent shy daysd
lawawplmastdty.
SILTSMil
Ada
LCLAS
gad knit
q
argaaior
hagsnc sits, mramaa or
dd�mxaa.mfna sadyarsilty sails,
s sit&
1
CH
b ganc drys dhgldmtdy, faf
t
031
Ogaicdays al mein bhgt
Pastdy, organs sits
MGHLY
ORGANIC
SOILS
i4
i L
IS
PT
Past mdanafigiiy rrgalh sots
LABORATORY CLASSFICATION CRITERIA
Ca= D10 geala tun 4; Cc bat aa:xoaniand3
GW 10 Dto'D5o
GP Na mooing ail gadatmrogaiaiurt forGW
God Aborbadl Inds bdam A'
Inca Pt lass to,4
Atarba rig Imb above A'
Inowt PA. wafer ban 7
Abate A'Sno wb P.L ba:nom
4 and 7 at ['ordain -al cases
mgidrg use at dad synbds
D
gaY,rtun 4: Ct- bawom l ands
to Dior Da
SP Nat madngdi gadatmrow tenant br GIN
SL1 Atohas; Imbbclam A'
Inca, P.L lass tom 4
Marais Imib alarm A'
SC
Ina Nth P.1. gem bat 7
Units elating In shmdo1 rano
wits P.I. batten 4and 7am
bWofna cases rogueing usa
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Sto 12 percent ................. 0m1o•Ina case mewing daal s rr&nls
PLASTICITY CHART
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LMOMO LIMN (LLj (%)
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TERMS DESCRIBING SOIL CONSISTENCY
Fine Grained Soils
Coarse Grained Solis
Description
Penetrometer
Reading (tsfl
Penetration Resistance
(blowsift1
Description
Relative Density
Soft
Firm
Stiff
Very Stiff
Hard
0.0 to 1.13
1.0 to 1.5
1.5 to 3.0
3.0 to 4.5
4.5+
0 to 4
4to 10
10 to 3D
30 to 50
Over 50
Very Loose
Loose
Medium Dense
Dense
Very Dense
0 to 20%
20 to40%
40 to 70%
70 to 90%
90 to 100%
GC-6.06D
Minority and Women Owned Business Enterprise Compliance
L
Lr
FORT WORTH
City of Fort Worth
Minority Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal may be
applicable. If the total dollar value of the contract is $50,000 or less, then an MBE subcontracting goal is not
applicable.
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises
(MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current
Business Diversity Enterprise Ordinance applies to this bid.
MBE PROJECT GOALS
The City's MBE goal on this project is 1 O % of the total bid (Base bid applies to Parks and Community Services).
Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must
submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply
with the intent of the City's Business Diversity Enterprise Ordinance by one of the following:
1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or
2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or;
3. Good Faith Effort documentation, or;
4. Waiver documentation.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following times allocated, in order
for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MBE documentation in
person to the appropriate employee of the managing department and obtain a date/time receipt. Such receipt shall be
evidence that the City received the documentation in the time allocated. A faxed copy will not be accepted.
1. Subcontractor Utilization Form, if goal is
met or exceeded:
received by 5:00 p.m., five (5) City business days after the bid
opening date, exclusive of the bid opening date.
2. Good Faith Effort and Subcontractor
Utilization Form, if participation is less than
stated goal:
received by 5:00 p.m., five (5) City business days after the bid
opening date, exclusive of the bid opening date.
3. Good Faith Effort and Subcontractor
Utilization Form, if no MBE participation:
received by 5:00 p.m., five (5) City business days after the bid
opening date, exclusive of the bid opening date.
4. Prime Contractor Waiver Form, if you will
perform all subcontracting/supplier work:
received by 5:00 p.m., five (5) City business days after the bid
opening date, exclusive of the bid opening date.
5. Joint Venture Form, if utilize a joint venture
to met or exceed goal.
received by 5:00 p.m., five (5) City business days after the bid
opening date, exclusive of the bid opening date.
FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN
THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS
Any questions, please contact the M/WBE Office at (817) 212-2674.
Rev. 5/30/12
ATTACHMENT IA
Page 1 of 4
FORT WORTH
City of Fort Worth
MBE Subcontractors/Suppliers Utilization Form
PRIME COMPANY NAME:
Check applicable block to describe prime
PROJECT NAME:
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
M/W/DBE NON-M/PWDBE
BID DATE
May 9, 2013
City's MBE Project Goal:
10 %
Prime's MBE Project Commitment:
PROJECT NUMBER
City Project No. 01022 and DOE # 6808
Identify all subcontractors/suppliers you will use on this project
Failure to complete this form, in its entirety with requested documentation, and received by the Managing
Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date,
will result in the bid being considered non -responsive to bid specifications.
The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization
schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing
misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being
considered non -responsive to bid specifications
MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of
bid. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties.
Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct
payment from the prime contractor to a subcontractor is considered 1st tier, a payment by a subcontractor to
its supplier is considered 2nd tier
ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority
business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies
that the City may deem appropriate and accepted by the City of Fort Worth.
If hauling services are utilized, the prime will be given credit as long as the MBE listed owns and operates
at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from
another MBE firm, including MBE owner -operators, and receive full MBE credit. The MBE may lease trucks
from non -MBEs, including owner -operators, but will only receive credit for the fees and commissions earned
by the MBE as outlined in the lease agreement.
Rev. 5/30/12
FORT WORTH{
ATTACHMENT 1A
Page 2 of 4
Primes are required to identify
MBE firms are to be listed first, use
copy of the firm's SBE certification
verification.
additional
if they
Please
ALL
subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs.
if necessary. If a subcontractor/supplier is identified as an SBE, please attach a
not previously registered with the City's M/WBE Office, which may be contacted for
that only certified MBEs will be counted to meet an MBE goal.
sheets
have
note
SUBCONTRACTOR/SUPPLIER
Company Name
Address
Telephone/Fax
T
i
e
r
NCTRCA
Attach
Certificate
N
o
n
M
B
E
Detail
Subcontracting
Work
Detail
Supplies
Purchased
Dollar Amount
M
B
E
W
B
E
S
B
E
f
1
r
Rev. 5/30/12
FORT WORTH
ATTACHMENT 1A
Page 3 of 4
Primes are required to identify
Please list MBE firm's first, use additional
of the firms SBE certification if they
verification. Please
ALL subcontractors/suppliers,
regardless of status; i.e., Minority and non -MBEs.
necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy
previously registered with the City's MBE Office which may be contacted for
hat only certified MBEs will be counted to meet an MBE goal.
sheets if
have not
note
SUBCONTRACTOR/SUPPLIER
Company Name
Address
Telephone/Fax
NCTRCA
Attach
Certificate
N
o
n
M
B
E
Detail
Subcontracting
Work
Detail
Supplies
Purchased
Dollar Amount
T
i
e
r
M
B
E
W
B
E
S
B
E
71
Rev. 5/30/12
1 1
FORT WORTH
ATTACHMENT 1A
Page 4 of 4
Total Dollar Amount of MBE Subcontractors/Suppliers
$
Total Dollar Amount of Non -MBE Subcontractors/Suppliers
$
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS
$
The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval of
Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may
result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a
detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the
detail explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including MBE(s)
and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of
any books, records and files held by their company. The bidder agrees to allow the transmission of interviews
with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the
contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized
officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three (3) years and for
initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this
ordinance creates a material breach of the contract and may result in a determination of an irresponsible
Offeror and debarment from participating in City work for a period of time not less than one (1) year.
Authorized Signature
Title
Printed Signature
Contact Name/Title (if different)
Company Name Telephone and/or Fax
Address E-mail Address
City/State/Zip Date
Rev. 5/30/12
L
FORTrWORT H
City of Fort Worth
Prime Contractor Waiver Form
ATTACHMENT 1B
Page 1 of 1
PRIME COMPANY NAME:
Check applicable block to describe prime
L
MNV/DBE
11
NON-M/NVDBE
PROJECT NAME:
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
DATE
1D Y 9, 2013
May
City's MBE Project Goal:
10 %
Prime's MBE Project Commitment:
%
PROJECT NUMBER
City Project No. 01022 and DOE # 6808
If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on
this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is
NO, then you must complete ATTACHMENT 1C. This form is only applicable if both answers are yes.
Failure to complete this form in its entirety and be received by the Managing Department on or before
5:00 p.m., five (5) City business days after bid opening, exclusive of the bid opening date, will result in the
bid being considered non -responsive to bid specifications.
Will you perform this entire contract without subcontractors?
If yes, please provide a detailed explanation that proves based on the size and scope of this
project, this is your normal business practice and provide an operational profile of your business.
—
YES
1
NO
Will you perform this entire contract without suppliers?
If yes, please provide a detailed explanation that proves based on the size and scope of this
project, this is your normal business practice and provide an inventory profile of your business.
YES
L NO
The bidder further agrees to provide, directly to the City upon request, complete and accurate information
regarding actual work performed by all subcontractors, including MBE(s) on this contract, the payment therefore
and any proposed changes to the original MBE(s) arrangements submitted with this bid. The bidder also agrees
to allow an audit and/or examination of any books, records and files held by their company that will substantiate
the actual work performed by the MBEs on this contract, by an authorized officer or employee of the City. Any
intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment
from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local
laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract
may result in a determination of an irresponsible offeror and barred from participating in City work for a period of
time not less than one (1) year.
Authorized Signature
Title
Company Name
Printed Signature
Contact Name (if different)
Phone Number Fax Number
Address Email Address
City/State/Zip Date
Rev. 5/30/12
u
FORT WORTH
City of Fort Worth
MBE Good Faith Effort Form
ATTACHMENT 1C
Page 1 of 3
PRIME COMPANY NAME:
Check applicable block to describe prime
PROJECT NAME:
Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3
MNV/DBE I I NON-M//WDBE
BID DATE
May 9, 2013
City's MBE Project Goal:
10 0,0
Prime's MBE Project Commitment:
0/0
PROJECT NUMBER
City Project No. 01022 and DOE # 6808
If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this
form.
If the Offeror's method of compliance with the MBE goal is based upon demonstration of a
"good faith effort", the Offeror will have the burden of correctly and accurately preparing and
submitting the documentation required by the City. Compliance with each item, 1 thru 11 below,
shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing
misrepresentation of the facts or intentional discrimination by the Offeror.
Failure to complete this form, in its entirety with supporting documentation, and it being submitted to and
received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening,
exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications.
1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this
project, regardless of whether it is to be provided by a MBE or non -MBE. (DO NOT LIST NAMES OF
FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity
regardless of tier.
(Use additional sheets, if necessary)
List of Subcontracting Opportunities
List of Supplier Opportunities
Rev. 5/30/12
ATTACHMENT IC
Page 2 of 3
2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors
and/or suppliers from the City's M!WBE Office or the City's website.
+jr_Yes Date of Listing
No
3.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened?
❑ Yes (If yes, attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.)
1 1 No
4.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are
opened?
Yes (If yes, attach list to include name of MBE firm, person contacted, phone number and date and time of contact.)
�No
5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are
opened?
n Yes (If yes, attach list to include name of MBE firm, fax number and date and time of contact. In addition, if the fax is
returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the
facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confirmation"
documentation may render the GFE non responsive.)
n No
6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened?
n Yes (If yes, attach email confirmation to include name of MBE firm, date and time. In addition, if an email is returned as
undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper
documentation. Failure to submit confirmation and/or "undeliverable message" documentation may render the
GFE non- responsive.)
❑ No
NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method
must be applied to the applicable contract. The Offeror must document that either at least two attempts
were made using two of the four methods or that at least one successful contact was made using one of
the four methods in order to be deemed responsive to the Good Faith Effort requirement.
NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier
opportunity to be in compliance with questions 3 through 6.
7.) Did you provide plans and specifications to potential MBEs?
n Yes
nNo
8.) Did you provide the information regarding the location of plans and specifications in order to assist
the MBEs?
Yes
No
Rev. 5/30/12
ATTACHMENT 1C
Page 3 of 3
9. Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set?
Yes (If yes, attach all copies of quotations.)
No
10.1Was the contact information on any of the listings not valid?
n Yes (If yes, attach the information that was not valid in order for the M/WBE Office to address the corrections
needed.)
❑ No
11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the
forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting
documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute
concerning quotes, the Offeror will provide for confidential in -camera access to and inspection of any
relevant documentation by City personnel.
Please use additional sheets, if necessary, and attach.
Company Name
Telephone
Contact Person
Scope of Work
Reason for Rejection
ADDITIONAL INFORMATION:
Please provide additional information you feel will further explain your good and honest efforts to obtain
MBE participation on this project.
The Offeror further agrees to provide, directly to the City upon request, complete and
accurate information regarding actual work performed on this contract, the payment
thereof and any proposed changes to the original arrangements submitted with this bid.
The Offeror also agrees to allow an audit and/or examination of any books, records and
files held by their company that will substantiate the actual work performed on this
contract, by an authorized officer or employee of the City.
Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not Tess than three
(3) years and for initiating action under Federal, State or Local laws concerning false
statements. Any failure to comply with this ordinance shall create a material breach of
Rev. 5130/12
Joint Verdure
Page 1 of 3
FORT WORTH
CITY OF FORT WORTH
MBE Joint Venture Eligibility Form
All questions must be answered; use "N/A" if not applicable.
Name of City project: Clear Fork Drainage Basin M-210 Sewer Improvements - Part 3; City Project No. 01022 and DOE # 6808
A joint venture fonn must be completed on each project
RFP/Bid/Purchasing Number:
1. Joint venture information:
Joint Venture Name:
Joint Venture Address:
(If applicable)
Telephone:
Facsimile:
E-mail address:
Cellular:
Identify the firms that comprise the joint venture:
Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the
joint venture
MBE firm
name:
Non -MBE firm
name:
Business Address:
Business Address:
City, State, Zip:
City, State, Zip:
Telephone
Facsimile
E-mail
Telephone
Facsimile
Cellular
Cellular
Certification Status:
E-mail address
Name of Certifying Agency:
2. Scope of work performed by the Joint Venture:
Describe the scope of work of the MBE:
Describe the scope of work of the non -MBE:
Rev. 5/30/12
II
1
1 1
11
1
i
Joint Venture
Page 2 of 3
3. What is the percentage of MBE participation on this joint venture that you wish to be counted toward
meeting the project goal?
4. Attach a copy of the joint venture agreement.
5. List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement)
Profit and loss sharing:
Capital contributions, including
equipment:
Other applicable ownership interests:
6. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the day-to-day
management and decision making of the joint venture:
Financial decisions
(to include Account Payable and Receivable):
Management decisions:
a. Estimating
b. Marketing and Sales
c. Hiring and Firing of management
personnel
d. Purchasing of major equipment
and/or supplies
Supervision of field operations
The City's Minority and Women Business Enterprise Office will review your joint venture submission and
will have final approval of the MBE percentage applied toward the goal for the project listed on this form.
NOTE:
From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar
amounts/percentages change from the originally approved information, then the participants must inform the City's
M/WBE Office immediately for approval. Any unjustified change or deletion shall be a material breach of contract and
may result in debarment in accord with the procedures outlined in the City's BDE Ordinance.
Rev. 5/30/12
Joint Venture
Page 3 of 3
AFFIDAVIT
The undersigned affirms that the foregoing statements
necessary to identify and explain the terms and operation
agree to provide to the joint venture the stated scope
herein.
The City also reserves the right to request any additional
venture is eligible. Failure to cooperate and/or provide requested
for termination of the eligibility process.
The undersigned agree to permit audits, interviews with
of the joint venture by any authorized representatives of
provision shall result in the termination of any contract,
venture's eligibility and may initiate action under Federal,
statements or w__illful misrepresentation of __ _ facts.
Name of BE firm T^_
are true and correct and include all material information
of the joint venture. Furthermore, the undersigned shall
of work, decision -making responsibilities and payments
information deemed necessary to determine if the joint
information within the time specified is grounds
owners and examination of the books, records and files
the City of Fort Worth. Failure to comply with this
which may be awarded under the provisions of this joint
State and/or Local laws/ordinances concerning false
.
Name of non -MBE firm
Printed Name of Owner
Printed Name of Owner
Signature of Owner
Signature of Owner
Printed Name of Owner
Printed Name of Owner
Signature of Owner
Signature of Owner
Title
Title
Date
Date
Notarization
State of County of
On this day of
and
, 20 , before me appeared
to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were
properly authorized to execute this affidavit and did so as their free act and deed.
Notary Public
Print Name
Notary Public
Signature
Commission Expires (seal)
Rev. 5/30/12
Page 1 of 4
i;
FORT WORTH
Subcontractors/Suppliers Utilization Form for Change Orders
City of Fort Worth
PRIME COMPANY NAME:
Check applicable block to describe prime
M/W/DBE
NON-M/W/DBE
PROJECT NAME:
Clear Fork Drainage Basin M-210 Sewer Improvements — Part 3
Change Order Date
City's MIWBE Change Order Goal:
Prime's MIWBE Change Order Utilization:
PROJECT NUMBER
City Project No. 01022 and DOE # 6808
Is this form being submitted with the Acceptance of Previous MWBE Commitment Form?
Yes No , If yes, provide the MWBE commitment percentage
Identify all subcontractors/suppliers you will use on this project
Failure to complete this form, in its entirety with requested documentation, and received by the Managing
Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date,
will result in the bid being considered non -responsive to bid specifications.
The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this
utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional
and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the
bid being considered non -responsive to bid specifications
M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or
currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant,
Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties.
Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct
payment from the prime contractor to a subcontractor is considered 1st tier, a payment by a subcontractor to
its supplier is considered 2nd tier
ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have
been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification
Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business
Enterprise (DBE) is synonymous with Minority/Women Business Enterprise (M/WBE).
7/8/10
Page 2 of 4
If hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and
operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease
trucks from another M/WBE firm, including M/WBE owner -operators, and receive full M/WBE credit. The
M/WBE may lease trucks from non-M/WBEs, including owner -operators, but will only receive credit for the
fees and commissions earned by the M/WBE as outlined in the lease agreement.
Primes are required to identify
ALL subcontractors/suppliers,
regardless of status; i.e., Minority, Women and non-M/WBEs.
list M/WBE firms first, use additional sheets if necessary.
Please
SUBCONTRACTOR/SUPPLIER
Company Name
Address
Telephone/Fax
T
i
e
r
Certification
(check one)
N
o
M
W
B
E
Detail
Subcontracting Work
Detail
Supplies Purchased
Dollar Amount
M
B
E
W
B
E
N
C
T
R
C
A
T
X
D
0
T
7/8/10
Page 3 of 4
Total Dollar Amount of MBE Subcontractors/Suppliers
Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS
The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a
Request for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of
contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor
shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed
M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including
M/W/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or
examination of any books, records and files held by their company. The bidder agrees to allow the
transmission of interviews with owners, principals, officers, employees and applicable
subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work
performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any
intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment
7/8/1 0
Page 4 of 4
from City work for a period of not Tess than three (3) years and for initiating action under Federal, State or
Local laws concerning false statements. Any failure to comply with this ordinance and create a material
breach of contract may result in a determination of an irresponsible Offeror and barred from participating in
City work for a period of time not less than one (1) year.
Authorized Signature Printed Signature
Title Contact Name/Title (if different)
Company Name Telephone and/or Fax
Address E-mail Address
City/State/Zip Date
7/8/10
GC-6.07
Wages
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 7/8/2008
DATE: Tuesday, July 08, 2008
LOG NAME: 30WAGE RATES
REFERENCE NO.: **0-16190
SUBJECT:
Adopt 2008 Prevailing Wage Rates for City -Awarded Public -Works Projects
RECOMMENDATION:
It is recommended that the City Council adopt the attached 2008 Prevailing Wage Rates for City -awarded
public works projects.
DISCUSSION:
Texas Government Code Chapter 2258 requires that a public body awarding a contract for public works
shall determine the general prevailing rate of per diem wages for each craft or type of worker needed to
execute the contract, and shall specify In the bid documents and in the contract the prevailing wage rates in
that locality.
Each year The Quoin Chapter of the Associated General Contractors, in conjunction with the Association of
Builders and Contractors (ABC) and the American Sub -Contractors Association (ASA), conducts a wage
rate survey for North Texas construction. The attached 2008 Prevailing Wage Rate data was compiled from
that survey.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that this action will have no material effect on City funds.
TO Fund/Account/Centers FROM Fund/Account/Centers
ahoscrnalvassi
Submitted for City Manager's Office by:
Originating Department Head:
Additional Information Contact:
Fernando Costa (8476)
A. Douglas Rademaker (6157)
Eric Bundy (7598)
HEAVY & HIGHWAY CONSTRUCTION
PREVAILING WAGE RATES 2008
Air Tool Operator
$10.06
Asphalt Distributor Operator
$13.99
Asphalt Paving Machine Operator
$12.78
Asphalt Raker
$11.01
Asphalt Shoveler
$ 8.80
Melling Plant Weigher
$14.15
Broom or Sweeper Operator
$ 9.88
Bulldozer Operator
$13.22
Carpenter
$12.80
Concrete Finisher, Paving
$12.85
Concrete Finisher, Structures
$13.27
Concrete Paving Curbing Machine Operator
$12.00
Concrete Paving Finishing Machine Operator
$13.63
Concrete Paving Joint Sealer Operator
$12.50
Concrete paving Saw Operator
$13.56
Concrete Paving Spreader Operator
$14.50
Concrete Rubber
$10.61
Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator
$14.12
Electrician
$18.12
Flagger
$ 8.43
Form Builder/Setter, Structures
$11.63
Form Setter, Paving & Curb
$11.83
Foundation Drill Operator, Crawler Mounted
$13.67
Foundation Drill Operator, Truck Mounted
$16.30
Front End Loader Operator
$12.62
Laborer, Common
$ 9.18
Laborer, Utility
$10.65
Mechanic
$16.97
Milling Machine Operator, Fine Grade
$11.83
Mixer Operator
$11.58
Motor Grader Operator, Fine Grade
$15.20
Motor Grader Operator, Rough
$14.50
Oiler
$14.98
Painter, Structures
$13.17
Pavement Marking Machine Operator
$10.04
Pipelayer
$1I.04
Reinforcing Steel Setter, Paving
$14.86
Reinforcing Steel Setter, Structure
$16.29
Roller Operator, Pneumatic, Self -Propelled
$11.07
Roller Operator, Steel Wheel, Flat Wheel/Tamping
$10.92
Roller Operator, Steel Wheel, Plant Mix Pavement
$11.28
Scraper Operator
$11.42
Servicer
$1232
Slip Form Machine Operator
$12.33
Spreader Box Operator
$10.92
Tractor Operator, Crawler Type
$12.60
Tractor Operator, Pneumatic
$12.91
Traveling Mixer Operator
$12.03
Truck Driver, Lowboy -Float
$14.93
Truck Driver, Single Axle, Heavy
$11.47
Truck Driver, Single Axle, Light
$10.91
Truck Driver, Tandem Axle, Semi -Trailer
$11.75
Truck Driver, Transit -Mix
$12.08
Wagon Drill, Boring Machine, Post Hole Driller Operator
$14.00
Welder
$13.57
Work Zone Barricade Servicer
$10.09
2008 PREVAILING WAGE RATES
CONSTRUCTION INDUSTRY
' Classification
AC Mechanic
Hrly Rate
$21.69
'- Classification
Plumber
Hrly Rate
$20.43
AC Mechanic Helper
$12.00
Plumber Helper
$14.90
Acoustical Ceiling Mechanic
$15.24
Reinforcing Steel Setter
$10.00
Bricklayer/Stone Mason
$19.12
Roofer
$14.00
Bricklayer/Stone Mason Helper -
$10.10
Roofer Helper
$10.00
Carpenter
$16.23
Sheet Metal Worker
$16.96
Carpenter Helper
$11.91
Sheet Metal Worker Helper
$12.31
Concrete Finisher
$13.49
Sprinkler System Installer
$18.00
Concrete Form Builder
$13.12
Sprinkler System Installer Helper
$9.00
Drywall Mechanic
$14.62
Steel Worker Structural
$17.43
Drywall Helper
$10.91
Concrete Pump
$20.50
Drywall Taper
$13.00
Crane, Ciamsheel, Backhoe, Derrick, [Thine
Shovel
$17.76
Drywall Taper Helper
$9.00
Forklift
$12.63
Electrician (Journeyman)
$20.20
Front End Loader
510.50
Electrician Helper
$14.43
Truck Driver
$14.91
Electronic Technician
$19.86
Welder
516.06
Electronic Technician Helper
$12.00
Welder Helper
$9.75
Floor Layer (Resilient)
$20.00
Floor Layer Helper
$13.00
Glazier
$18.00
Glazier Helper
$13.00
Insulator
$14.78
Insulator Helper
$11.25
Laborer Common
$10,27
Laborer Skilled
$13.18
Lather
$16.10
Painter
$14.83
Painter Helper
$8.00
Plpefitter
$18.85
Plpefitter Helper
$12.83
Plasterer
$17.25
Plasterer Helper _._....
$12.25
575
M-210 SEWER SIPHON CROSSING
OF CLEAR FORK TRINITY RIVER
575
570
565
560,
555 am
550'1,
545'.
5401
535'.
530
Z
525
520',
2+00
APPROX. WAIER SURFACE
ELEV.'. = 545.00
U.S. ARMY CORPS OF ENGINEERS
DESIGNED CHANNEL BOTTOM
__. ELEV... _. 532501
72° DIA. TUNNEL
3+00 4+00
BORE LOCATION AND LOGS HAVE BEEN INCLUDED ON THE PLANS AS A COURTESY TO THE
CONTRACTOR. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW THE ACTUAL GEOTECHNICAL
REPORTS AND INTERPRET THAT INFORMATION FOR USE DURING CONSTRUCTION. THE RJN
GROUP DOES NOT CERTIFY THE ACCURACY OF THE GEOTECHNICAL INFORMATION PROVIDED ON
THE PLANS AND IS NOT LIABLE FOR ITS USE BY THE CONTRACTOR.
01/1-
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a 0
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a S =
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UUESTTV£ 5, -- __
44
a
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•
•
111
5+00
6+00
1570
560
555 BBRAIoiw
CLAY
,550
Sun?
CLAY
'545
540
3AVO
'535p
TNT^
SAND
530 TAN! UUEST'WE
1520
6+25
529.99
THIS SHEET IS FOR INORMA TION PURPOSES ONLY.
*
NOTE:
TOP OF GRAY LIMESTONE IS ESTIMATED.
TUNNELING CONTRACTOR TOLD DRILLER TO
STOP AFTER HITTING GRAY SHALE BEFORE
PUNCHING THRU TO THE LIMESTONE LAYER.
**
NOTE:
BORE #2 IS PROVIDED FOR INFORMATIONAL
PURPOSES ONLY AND IS LOCATED 4 FT 7 IN
WEST OF NEW BORE 82-4 LOCATION.
FORTWORTH TWORTH CITY OF FORT WORTH, TEXAS
WATER DEPARTMENT
CLEAR FORK DRAINAGE BASIN
M-210 SEWER IMPROVEMENTS —PART 1
M-210R*
M-210 SUPPLEMENTAL SOIL BORE LOCATIONS PROFILE
° Texas Re9i IereU
�')�t`.?1'Ol1 j) Eo9lnee32 Frm
T-3z6o
RJN GROUP INC.
6 01 BRENTWOOD STAIR R.O.
SUITE IWW
FORT NORTH, TX. 76112
DESIGN: CEB
DRAM LIR
CHECKED: PZL
DATE
SCALE
PROJECT NO
SHEET
01022
2 OF 2
roE
WARNING!!!
EXISTING OVERHEAD / UNDERGROUND
TELEPHONE. AND ELECTRIC AND
UNDERGROUND GAS UTILITIES IN AREA,
CONTACT UTILITY 48 HORS PRIOR 70
CONSTRUCTION AT DIGTE55 1-800-344-8377
PROP. 20' SS
CONSTRUCTION
WORK ZONE
(CG FENCE TYP))
SEE PARKS CONVERSION
OVERVIEW PLAN FOR
CONSTRUCTION
LIMITATIONS &
MITIGATION MEASURES
TO BE FOLLOWED.
5
9
Pop F>I
INSTALL 850 LF OF 42"
SANITARY SEWER
WOO STOCKADE
FENCE l7m.)
ELOE6 N'
/ In
291t 923. PAGE FCEACRES (89 DEED)
ISOR
DR LC
� I
CITY OF FORT WOR
FORESTPARK
JO' SS
CONSTIRUcnON
NORK ZONE
(FENCED)
6 FT WNNUNK
FENCE (T)P.)
0Q_'
SEE 5/FT 16
FOR SEDER
ABANDONMENT
PLAN
CUT&
PLUG EX.
24' S5 (3)
3+00
146°40'48.01'
STA. 12+68.57 - MAIN'A'
CONSTRUCT STD.
6' DIA. MANHOLE
CONNECT PROP. 4T S.S.IN (SW)
CONNECT PROP. 42' SS. OUT
N4694792569
E=2316150.66
E
ti
844/-.
.--
r CLEAR
DEG/
CFORK OF THE TRINITY RIVER 1%
BOLE tocAnou AND LOGS HAM BEEN wa1AYD ON ENE PLOTS AS A COURTESY 70
P,ROSPECIISE MOWS /T THE CONTRACTORS RESPO N96NWY TO RENEW ME ACTUAL
CEOTEC 080* REPORT AAD NHg4OT /73 WFORNAMN FOR USE DURING CONSTRUCTION.
THE ME GROUP DOES NOT OEM' ME ACCURACY OF ME CNIE0IAKAL INFORMATION
PROVIDED W ME PLANS AND I9 NOT :LINE FOR 1T5 USE BY ME CONTRACTOR
CONTRACTOR SHALL
BYPASS PUMP, AS
NECESSARY, 70
i TEMPORARY DIVERT
EXISTING WASTEWATER
FLOWS (UP TO 5.0
MOD) AROUND
PROPOSED MANHOLE
LOCATED AT I3+34.57
(REFER TO 7S-27)
SEE SHT. 16
FOR SEWER
ABANDONMENT
PLAN
CUT & PLUG
X. 24' SS (2,
xP
PROPOSED
CONSTRUCTION
FENCE
(SEE SHEET 14 FOR
LAYOUT DATA)
cur & PLUG
EX 24' SS (2,
5SII
A
54'9
6H 551M
IN SETA
26400
85YOF
CONCRETE
DRIVEWAY
REPAIR
DEHOE EXISTING 54' STORM PRIOR
TO CONSTRUCTION & NOTIFY
ENGINEER OF ANY CONEUCTING
SPATIAL INFORMATION IMMEDIATELY.
PROPOSED TEMPORARY STORM SEDER
AO.USIMENT. (SEE SHEET 12A) OR
A IERNAIE STORM SEDER CONVICT
BOX (SEE SHEET 129)
TO 8E ABANDONED - -. EX 14' 5S (AI o 0
fffff75�ff/f//ice/f✓ IL W PLOWABLE
OWAB(E WE
42'
67°53'39.02' ,A+00
4
9
STA 13+3457-M-2IDR'
(SEE SHEET 13 - SPECIAL DETAILS)
CONSTRUCT TOIA LARGE BASE MH
W/A5'DI.RISER
CONNECT PROP. 42' S.S. IN (SW)
CONNECT EXIST. 24' S.S. IN (S) (TEMP)
CONNECT PROP. 42' SS. OUT (NE)
N=6947890.33
E2318094.93
EE/Bsm" uvE_
242.9 r cc+ rr
o RIFP012401
41H PERPETUAL
STA- 0.'w7 429
75 tie. Lc
rE
c"
B 9rFEC.21 •
FCC
25+00
M-210R`
STA. 18+2871- E3210R'
(SEE SHE T 13- SPECIAL DETAILS)
CONSTRUCT T DLO, LARGE BASE MH
W/A5'OM RISER
CONNECT EXIST.24' S.S. IN (W)
CONNECT PROP. 4T S.S. IN (S)
CONNECT PROP. 42' SS. OUT (NE)
N=694773 71
E=231784659
a
P:
fA
CITY OF' FT. WORTH SANITARY
SEWER MAP NO. 2042-380
PROPOSED 2'
IRRIGATION
WATER ENE
SEE SHEET 17
2
0
N
M Ea
0'RO
LP
STAGflof
30 LF ASPHALT
TRENCH REPAIR
PER SIR. 028
LIMITS OF PROPOSED
TEMPORARY 54' STORM
R AD USTSIENE (SEE
SHEET 12 FOR PROFILE)
52H EX, 24 SS
STA
80 LF OF
CURB &
OTTER REPAIR
Kn
CONTRACTOR SHALL BYPASS
PUMP, AS NECESSARY, TO
TEMPORARY DIVERT EXISTING
WASTEWATER FLOWS (UP 70
4.27 MOO) AROUND PROPOSED
MANHOLE LOCATED AT
16+28.71 (REFER TO TS-17)
CONTRACTOR SHALL USE
HIGHLIGHTED AREA FOR
PROJECT MATERIAL
STORAGE SECURED BY
SCREENED 8 FT
CHAINUNK SAFETY
FENCING.
NOTES
1. CONTRACTOR SHALL 8STALL AND MANTON TINE S1KP CONTROLS AT
ALL TIRES
2 CONTRACTOR SHALL COORDINATE CONSTRUCTION WM PARKS &
aWMNXry SERVICES DEPARTMENT. CONTACT MEIRIOA ADAMS (pry
FORESTER) AT (617) 392-5705 TO RENEW AND APPROIE TREE PROTECTION
PRIOR 70 WOWING ANY CONSTRUCTION WIWI ME PARK PROPERTY.
4. AREAS OC90/ATED ON ME PLANS OR BY ME WY FORESEER A5
IMPACT ZONES SHALT. BE MIROAn) BY APPL/INU B-INCHES OF MOW TO
DE sat & 85AYN0 W M anon) WO PF60R To IXWs1AVCn0W
FCR LOAD DISTRIBUTION & ROOT ZONE PROTECTION.
A CONTRACTOR SHALL AVOID DAMACJNO DOSING TREES M FOREST PARK
MIRING STAGE& HPE FUSMLG EXCAVATION AND POUND OPERATIONS
6. POTENTIAL PBOECI IMPACTS TO CRITICAL ROOT ZONES CUMEED
(HATCHED) SHALL RE 18TIGATEO BY APPLWDO 8-IWMS OF MULCH TO IRE
SOIL & OWRIA0 WM PO11000 Or LAN) PWOY m CONSTRUCTION MR
LOAD 65Tpe1I7ON & 50L PROTECTION.
7. CONTRACTOR sNOR RESTORE eu¢6T PARK TURF USA° CONMON
8 UL7)A MUSS TO AN EWAL SIR WOW OM(IMYI PRIOR TO NULII4G
OWS7RUCRttI, MORE SPEONC 111 ME CONTRACTOR SHALL MINIM &
IRRIGATE ALt AREAS REOIRWO RE -VEGETATION THROUGH MO GROWTH
CYCLES
B AFTER CONSTRUCTION ME CONTRACTOR SHALT. A WAIF ALL DISTURBED
AREAS O THE PARK TO FACILITATE RESTORATION & RE-VEC.TATATION.
9. WEN SOL ONDWONS WOW NET ME CONTRACTOR SHALL USE
CONSTRUCTION MATS OR OMER APPROPRIATE MEASURES TO AVOID RUTTING
THE PARK PROPERTY.
10. UNLESS OMERWSE DESIGNATED, ALL PPE TOTEM, SHALL BE
91ECn= FROM /HE APPROVED PROWCI UST.
11. ALL OP PIPE 0R BEINGS 90/1 BE WELD WM PROTEC70 40f,
12 COORDINATES SHONE FOR .EOCIKW STRUCTURES REPRESENT NODES
BETAE9/ LINE SEGMENTS SEE DETAIL SHEETS FOR SPECIFIC COORDINATES
OF ACCESS MANHCES FOR EACH STRICTURE
ME LOCATION AND DIMENSIONS OF EXISTING Un0TIES SHOWN ON ME
PLANS ARE APPROXIMATE AND BERG OBTAINED FROM UTILITY
COMPANIES RECORDS IT I5 CONTRACTOR'S SOLE RESPONSIBILITY TO
VERIFY LOCATION. DEPTH AND DIMENSION OF EXISTING UTILITIES
PRIOR TO 0065MUCn04,
WARNING! UNDERGROUND UTILITIES IN AREA OF CONSTRUCTION.
CONTACT ME FOLOWNG AT LEAST 48 HOURS PRIOR TO EXCAVATION
IN MI5 AREA.
FORT WORM WATER DEPARTMENT 817-392-8296
FORT WORM TRANSPORTATION & PUBLIC WORKS 817-392-8100
FORT NORTH PARKS AM) COMMUNITY SERVICES 817-392-5700
DIG TESS I-800-344-B377
ONCOR
AT&T
CHARIER COMMUNICATIONS
ATM05 ENERGY
I-888-313-6862
I-800-331-0500
I-888-438-2427
I-888-286-6700
570
565
56
ti
W 555
J
550
545
540
EX GROUND 61 (2/L
OF PROPOSED
4ANITARY SEDER
INsrALL coo
TYPE 'C' BACKRLf.
19 LF BY OPE
GROU,NO 6` C/L
PROPOSED
0/188Y SEDER
0 REQ O. mgd
0 DESIGN]d5 mgd
INSTALL 500
TYPE C BAGKFILL
STA. 12+80
INSTALL CLAY
DAM
INSTALL S00
TIRE •C''., BACKER).
(EX GROJfc�fq( O P C/ti
OF PRQPO_ED G
SAN45E/ARV 5£IIER 414
ZVj�
hZQ-!
42' ON PAS%
4 IF
BY OPEN CUT
C
E
tv
'0
BORa
O
C.) 0)
gh
g n b
En
& ANSTALl4
SOD
\ TYPE 'C
BACKER
SEE SHEET I2B FOR
CONFLICT BOX AND
DIP INSTALLATION
DETAILSI
X. 54" STORM -
SEWER TOBE
A3JUSTEO(BEE:
SHEET12A);
. 442' ON 0.05X'-
'..INSTALL 20 LF OF•
42' DIPW/.
274 LE BY WEN CUT PROTECT0401
I6+16 03 - EX. 54- STORL
FL =545.74
0i
Z
570
INSTALL
PLOWABLE
TILL 565
PAVEMENT
REPAIR
PER SM.
�STA. 16+40
IN ALL CLAY
DAM
42" ON0.06
�X 54
fCRI.1 CEI)£R
LE
BY OPEN CUT
Wmp
p
Nh
V 540
560
ti
555
to
U
550 j)
545
aa Ia'a
O)?o
0 REO =10.6 mgd
0 DESIGN =159 mgd
PROFILE SCALE:
MOREL 1"=40•
BENCHMARKS:
1. BM p: 'p' CUT 04 ME BACK O CURD OH ME EAST ORB
UNE OF ROGERS R0. 215' EAST OF C OF ROGERS RD. 355'
SWOP O ME SOUTHEAST BRWCE CC VIER O ROGRS R0. &
TRINITY IN ER.
ELEV.. = 563.92'
2. BM /ICI '(7 CUT ON BACK OF CURB ON ME WEST ORB TINE
SLIM BOND S. UNIVERSITY DR. 370' SOWN OR THE SO TIMEST
BROGE CORNER O SOAP BOND S. UNIVERSITY OR. *18' NEST
OF C SOM0ON0 5. UNIVERSITY OR.
ELEV. - 56523'
BY
DATE
ORTWORTH CITY OF FORT WORTH, TEXAS
WATER DEPARTMENT
CLEAR FORK DRAINAGE BASIN
M-210 SEWER IMPROVEMENTS -PART 1
M-210R*
STA. 8+50 TO 17+00
Cjngroa_
Tune Regtercel
Engneern Firm
F-3260
RJR GROUP, INC.
7618RENH9000 STAIR R0
SUITE WOW
FORT WORTH TX 76112
DESIGN: CEB
DRAWN: LIR
CHECKED:PZL
DATE
SCALE
PROJECT O.
SHEE
May
1 =40'H
6 OF 20
9+00 10+00 11+00
12+00
13+00 14+00 15+00
16+00
17+00
2011
01022
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keit
x
3. P/.
5 3.60\
7jet He/.9,
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day sandy
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5o
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Wet Holy 'e
20" Water Alain
la be removed wi/hite /Fords a! exceve/le
5:30
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Note See//an perpa4dcO/ar /o dcdaene/
Nate: See FLL AS-1270 For Berried Sector
_. 441 Rprap Detail
t--21 SE' Roadway
teinVey 6oendUne
4, ,/ ofS/ _exc.
Seats I';/0'-O"
NOTES:
Los / tat Benny a sWake( here as -ea /d /o the
Cabala be e u6oe/a�p pna.. The env in net he ,v eetak'
der any dkar /.ncy/W etpr. y po,e/eyy exist will
aand/%Jone
Malabo' Ay ea >to y'2f teat ha/eh and abet coadtllon,.
Co cod LC&- G_ Ck/c(ov''
I,
ai '1
8t0.n -
Sdndr Clay
Sant ngke
/e
W/tA Wade/
01 Node /6
erewn
..randy 2/.X
9,.14•n1 £4nn/oe
t50
9/awn C/dy
aka; Chneelete
I
MOCKINGBIRD LANE BRIDGE
PLAN AND PROFILE
CITY OF FORT WORTH, TEXAS
PUBLIC WORRB DEPT. ENOINEERIN0. 01V.
B
8U ae I e xwnE� �BEC' clue ,0(/
ex:el(/il
APP'D o • ►'s4 . DATE 8-ZS-54
DIP 10R -
0€SI09ED M. iv. Arils
DRAWN e..$ So!//
10*80 O. JCS.
<NE40E0 M.Iv. 4.
'FILE
SHEET
R-107
lot S-